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Home My WebLink About19990017 Ver 1_Complete File_19990114State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Kerr T. Stevens, Director 00% NOW NC ENR NORTH CAROLINA DERARTMENT OF ENVIRONMENT AND NATURAL RESOURCES March 17, 1999 Wake County DWQ Project # 990017 APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules Mr. John Lancaster Perry Creek, LLC 8410-F Falls of the Neuse Road Raleigh, NC 27615 Dear Mr. Lancaster: You have our approval, in accordance with the attached conditions and those listed below, to place fill material in an additional 0.85 acres of wetlands or waters (total fill of 1.76 acres) for the purpose of constructing roads, utilities and lot fill at Neuse Crossing Subdivision, as you described in your revised application dated March 10, 1999. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Numbers 3101 and 3108. These certifications allow you to use Nationwide Permit Numbers 12 and 26 when the Corps of Engineers issues them. This approval is also valid for the Neuse River buffer rules (15A NCAC 2B .033). In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application except as modified below. 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 wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. 1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds to notify the state in order to assure compliance for future wetland and/or water impact. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later). If you do not accept any of the conditions of this certification, 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, P.O. Box 27447, Raleigh, N.C. 27611- 7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Raleigh DWQ Regional Office John Dorney Central Files Todd St. John Raleigh Division of Land Resources Michael Zaccardo; McKim and Creed Bob Zarzecki; Soil and Environmental Consultants 990017.1tr Sin y, T Stevens Division of Water Quality - Non-Discharge Branch 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper 03/30/1999 14:49 9198469467 S & EC PAGE 81 Soil & Environmental Consultants, Inc. 244 West Millbrook Road ¦ Raleigh, Nord, Carolina 27609 ¦ C919) 846-5 Fax (919) 846-9467 Facsimile Sheet ° ?c? Fax Number (919) 846-946' Date: 03/30/99 Time Scnt: 2:21 PM To. Name: John Dornc Company: DW Fax Number: 733-9959 From: Bob Zarzecki cc• John Lancaster Michael Zaccardo Subject: Neuse Crossing /D :4 Number of pages including transmittal sheet: ? For your comments/ approval ? For your information ? Per our conversation ? Per your request Please advise ? Please call Would like to discuss ® Please handle Hard Copy Sent: U5 regular mail. ? 1-land delivery ? UPS overnight ? us certified ? Federal Express [] No hard copy sent ? Other R,cmark3: Changes to 401 Certification. if you have any questions or problems with the transmission, please contact HZ at (919) 846-5900. Confidentiality Notice This transmission is intended only for the use of the individual or entity to which it is addrosscd and xt?ay contain information that is p4vileged and confidential. If the reader of this message is not the intended recipient, you are hereby notified that noy disclosure, distribution or copying of this information is strictly prohibited. If you have received this transmission in error, please notifa* us isnmcdiateiy ioy telephone and return the Mxed documents to us at tUc above addxc:;ae via the United Statea postal Serviee- Soil/Site Evaluations ¦ Mapping and Physical Analysis ¦ Wetlands Mapping and Mitigation ¦ Envirorunental Audits On-Site Waste Treatment Systems, Evaluation and Design 03130/1999 14:49 9198469467 S & EC PAGE 02 Environmental Consultants, Inc. -I, O-A = U-A-i4k Nnrrh (".arnliru-t 27609 ¦ (919) 846-5900 ¦ Fax(919) 846-9467 N.C. Division of Water Quality - DEHNR Attn: Mr. Jobn R. Durney 4401 Reedy Greek !toad RaleigA, NC 27607 Re; Newe Crosalog Siubdivisiou (DWQ Project # 990417) Raleigh, Wake County, North Carolina Tear Mr. Dorney: btarch 30, 1999 s&EC, Inc. Project # 95-2049 We have reeved a copy of the approved 401 Water Quality Cerli.fication dated 3/17/99 for the Neuse Grossing Subdivision project owned by ferry Creek, LLC (attu: Mr_ John Lancaster)(= attached ccrtWCation). The appmved certiftcation evolved Prom rmsions to the Pre-Construction Notification Application dated 1/14199 as described with the project engineer's (McKim & Creed) letter and revised site plans dated 3/10/99. These revisions were made in response to concerns described within your response letter dated 2/22199 (see attached response letter). Thank you for Your quick response to my client's letter and revised plans. 1lnfortunatoly, it appears that changes to the 3/17/99 certification will need to be made. The certification states that, "You have our approval ... to place fill material in an additional 0.85 acres of wetlands or waters (total fill of 1.76 acres) ... as described within your revised application dated March 10, °' The revised application and site plans proposed total impacts (NW 12 & 26) for the subdivision to be 0.8519 acres. This is a reduction in wetland impacts of 0.0498 acres vom the originally requested 0.9017 acres. Total impacts (previously requested and proposed) for the proparty equal 1.0019 acres (0.2623 acres (W1112) and 0.7396 acres (NW 26)]. Therdore, we believe that the Certification should state, "You have our approval to place fill material in an additional 0.8519 acres of wetlands and waters (total fill of 10019 acres) . __ as described within your revised application dated March 10, 1999." We apologize for any confusion that may have oecumed within the application submittal and request that you have the changes described above made to the 3/17199 certification. Please call if you have questions or require further infor:mMon. Sincerely, Zoaeld, Biologist Cc_ John Lancaster / Perry Creek, l,LC Michael V, Zaccardo / McKim & CwW sr. Soil/Site Evaluation ¦ Mapping and Physical Analysis ¦ Wetlinds Mapping and Mitigation ¦ Environmental Audits On-Site Waste Treatment Systems, Evaluation and Design 03/30/1999 14:49 9198469467 S & EC PAGE 03 State of North Carolina - - Department of Environment and Natural Resources Division of Water Quality i ! R i f - games B. Hunt, Jr., Governor MCDENR, - - -,i Wayne McDevitt, Secretary NORTH CAROLINA DEPARTMENT OP Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RmsoURCES waah W " IL222 W3,Ke aunty DWQ Project # 990017 APPROVAL Of 441 Water Quality Certification and ADpITIONAL CONDITIONS and Neuse River Duffer Rules Mr. John Lancaster Perry Creels. LLC 3410-F Falls of the 1*euse Road Ralcigb, NC 27615 Danr. Mr. Lancaster, You have our approval, in accordance with the attached conditions and those listed below, to place rill material in an additional 0,85r of wetlands or wirers ' oral fill of 1.7 ) for the purpose of constoctiilg roads, utilities and lot it:1 3E Neuse CroSstng u tvision, as you describe i YOUK revise application datcd March 10, 1499. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Numbem 3101 and 3108. These certifications allow you to use Nationwide Permit Numbers 12 and 26 when the Corps of Engineers issues them. This approval is also valid ror the Neuse River buffer rules (15A NCAC 20 .033). In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal 5totrrlwater, Noti-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAAMA permit expires unless otherwise specified in we General Certfication. This approval is only valid for the purpose and design that you described in your application except as modified below. If you change your project, you must notify us and you maybe 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_lcu* and is thereby responsible ror complying with all 4ondirions. If total wctland tills for this project (now or in the future) cxeeed one acre, compensatory mitigation may be required as described in 15A NCAC 2H 0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listcd in the attached certification and anv additional conditions listed below. 1. Deed notifications or simdlar xauh4xtisxns shall be placed on all lots with remaining jurisdictional: watlands and waters or areas within 50 feet of all streams and ponds to notify the state in order to assure compliance for future wetland antllor water impact. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later). If you do not accept any of tho conditions of this certification, 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 1508 of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611- 7447, Tots certification and its conditions are final and binding urilms you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions. please telephone John Donley at 919-733.1786. Sin Y, T Stevens Attachment CC Wilmington District Corps of Engineers v Corps of Engineers Raleigh Field Office Raleigh 13WQ Regional Office John Dorney Central Files Todd St. John Raleigh Division of Land Resources ?Michael Zaccardo: McKim add Creed Bob Zatzecki; Soil and Environtnental Consultants 990017.1tr Division of Water Quality • Non-Discharge Dranch 4401 Reedy Creels Rd.. Raleigh. NC 27607 Telephone 919-733-1786 FAX # 732.9959 An Irqual Opportunity Affirmative Action Employer • 50% recycled/100/a post consumer paper 03/3011999 14:49 9198469467 State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P,E,, Director CERTIFIED MAIL RETUR-N RECEIPT REt,ZUMSI Mr. John Lancaster Ferry Creek, LLC 8410-F Falls of the Neuse Road Raleigh, NC 27615 Dear Mr. Lancaster: The Division of Water Quality has reviewed your plans for the discharge of fill. rnaterial into an additional 0.9017 acrt of wetlands located at the Park at Perry Creek in Wake County for residential development. nsu tctent evidence is present in our files to conclude that your project must be built as planned in waters and/or wetlands in accordance with 15A NCAC. 2H.050(5. Therefore, unless modifications of the proposal are made as described below, we wilt have to move toward deni4l of your.401 Certification as required by 15A NCAC 2H .0507(e) and will place this project on hold as incomplete until- we receive this additional information, we are requesting (by copy of this letter) that the U.S. Army Corps of Engineers place your project on administrative hold. Please provide us with information supporting your position that states your project must be constructed as planned and that you have no practicable alternative to placing fill in these waters and/or wetlands. Specifically can you construct your road crossing on the top of the proposed dam to minimize wetland fill? Any documentation such as maps and narrative that you can supply to address alternative designs for your project may be helpful in our review of your 401 Certification. Please respond within three weeks of the date of this letter by sending a copy of this information to me and one copy to Mr. Danny Smith Raleigh Regional Office at 3800 Barrett Drive Raleigh KC 27609. If we do not hear from you in three weeks, we will assume that you no longer want to pursue this project and we will consider the project as withdrawn. I can be reached at 919-733-1786 id you have any questions. zinc re 1 Jo n R. Dorney i cc: Raleigh DWQ Regional Office Wilmington Office Corps of Engineers Central Files John Dorney Raleigh Field Office Corps of Engineers Bob Zarzecki, S & E C 990017,nty S&EC PAGE 04 1 F?WAA ? NC ENR NORTH CAROLINA DERARTMENT Or- ENVIRONMt:NT AND NATURAL RESOURCES ebru ow C2 rolect 0017 Wake County Wetlands/401 Unit . 4401 Reedy Cm;k Road Raleigh, North Carolina 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportarity Affirmativc Action E nployer 50`?c recy0edf10% post consumer paper Soil & Environmental Consultants, Inc. 244 West Millbrook Road ¦ Raleigh, North Carolina 27609 ¦ (919) 846-5900 ¦ Fax (919) 846-9467 March 30,1999 S&EC, Inc. Project # 95-2049 N.C. Division of Water Quality - DEHNR Attn: Mr. John R Dorney p1103S ?s' 4401 Reedy Creek Roadl dt10a9 Raleigh, NC 27607 Re: Neuse Crossing Raleigh, Wake ( Dear Mr. Dorney: We have received a copy of the approved 401 Water Quality Certification dated 3/17/99 for the Neuse Crossing Subdivision project owned by Perry Creek, LLC (attn: Mr. John Lancaster)(see attached certification). The approved certification evolved from revisions to the Pre-Construction Notification Application dated 1/14/99 as described within the project engineer's (McKim & Creed) letter and revised site plans dated 3/10/99. These revisions were made in response to concerns described within your response letter dated 2/22/99 (see attached response letter). Thank you for your quick response to my client's letter and revised plans. Unfortunately, it appears that changes to the 3/17/99 certification will need to be made. The certification states that, "You have our approval ... to place fill material in an additional 0.85 acres of wetlands or waters (total fill of 1.76 acres) ... as described within your revised application dated March 10, 1999." The revised application and site plans proposed total impacts (NW 12 & 26) for the subdivision to be 0.8519 acres. This is a reduction in wetland impacts of 0.0498 acres from the originally requested 0.9017 acres. Total impacts (previously requested and proposed) for the property equal 1.0019 acres [0.2623 acres (NW12) and 0.7396 acres (NW 26)]. Therefore, we believe that the certification. should state, "You have our approval ... to place fill material in an additional 0.8519 acres of wetlands and waters (total fill of 1.0019 acres) ... as described within your revised application dated March 10, 1999." We apologize for any confusion that may have occurred within the application submittal and request that you have the changes described above made to the 3/17/99 certifcation. Please call if you have questions or require further information. Sincerely, ZZarzedd, Biologist Cc: John Lancaster / Perry Creek, LLC Michael V. Zaccardo / McKim & Creed bz. Soil/Site Evaluation ¦ Mapping and Physical Analysis ¦ Wetlands Mapping and Mitigation ¦ Environmental Audits On-Site Waste Treatment Systems, Evaluation and Design State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Kerr T. Stevens, Director ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES I? arch 17, 1999 ce ounty DWQ Project # 990017 APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules Mr. John Lancaster Perry Creek, LLC 3410-F Falls of the Neuse Road Raleigh, NC 27615 Dear Mr. Lancaster: You have our approval, in accordance with the attached conditions and those listed below, to place fill material in an additional 0.8_ 5 of wetlands or waters (total till of 1.76 acres) for the purpose of constructing roads, utilities and lot fill at Neuse Crossing u tvision, as you describe to your revised application dated March 10, 1999. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Numbers 3101 and 3108. These certifications allow you to use Nationwide Permit Numbers 12 and 26 when the Corps of Engineers issues them. This approval is also valid for the Neuse River buffer rules (15A NCAC 2B .033). In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application except as modified below. 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 wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. 1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds to notify the state in order to assure compliance for future wetland and/or water impact. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later). If you do not accept any of the conditions of this certification, 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, P.O. Box 27447, Raleigh, N.C. 27611- 7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-1786. Sin r y, L? T Stevens Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Raleigh DWQ Regional Office John Domey Central Files Todd St. John Raleigh Division of Land Resources Michael Zaccardo; McKim and Creed Bob Zarzecki; Soil and Environmental Consultants 990017.1tr Division of Water Quality • Non-Discharge Branch 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper -State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director O 4 p CERTIFIED MAIL = --- °? RETURN RECEIPT REQUESTED? Mr. John Lancaster Perry Creek, LLC 8410-F Falls of the Neuse Road Raleigh, NC 27615 Dear Mr. Lancaster: 40• IT NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES February 2 199 UWQ roject 0017 Wake County The Division of Water Quality has reviewed your plans for the discharge of fill material into an additional 0.9017 acre of wetlands located at the Park at Perry Creek in Wake County for residential development. nsuf tctent evidence is present in our files to conclude that your project must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H.0506. Therefore, unless modifications of the proposal are made as described below, we will have to move toward denial of your 401 Certification as required by 15A NCAC 2H .0507(e) and will place this project on hold as incomplete until we receive this additional information, we are requesting (by copy of this letter) that the U.S. Army Corps of Engineers place your project on administrative hold. Please provide us with information supporting your position that states your project must be constructed as planned and that you have no practicable alternative to placing fill in these waters and/or wetlands. Specifically can you construct your road crossing on the top of the proposed dam to minimize wetland fill? Any documentation such as maps and narrative that you can supply to address alternative designs for your project may be helpful in our review of your 401 Certification. Please respond within three weeks of the date of this letter by sending a copy of this information to me and one copy to Mr. Danny Smith Raleigh Regional Office at 3800 Barrett Drive Raleigh NC 27609. If we do not hear from you in three weeks, we will assume that you no longer want to pursue this project and we will consider the project as withdrawn. I can be reached at 919-733-1786 id you have any questions. nc rel i Jo .n R. Dorney l cc: Raleigh DWQ Regional Office u Wilmington Office Corps of Engineers Central Files John Dorney Raleigh Field Office Corps of Engineers Bob Zarzecki, S & E C 990017. my Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer 507c recycled/ 10% post consumer paper Mq<1M&CREM A 4F%e TO: NCDENR / DWQ Wetlands/ 401 Unit 4401 Reedy Creek Rd. Raleigh, N.C. 27607 ATTENTION: John R. Dorney WE ARE SENDING: ? Originals ? Specifications LETTER OF TRANSMITTAL DATE: March 11, 1999 PROJECT NO: 1 351 _0001 .OR TASK NO: PHAS 1 RE: Wetlands Impact Map TRANSMITTAL NO: n. fg ? Prints ? Shop D i s s ? Calculations ? Other Quantity Drawing No. Rev. YIIfTLAW GROUP Description WATER QUALITY grghm tatus 1 Revised Wetland Impact Map G 1 Response Letter G Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid E. Construction F. For Review & Comments G. For Approval H. See Remarks Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other 4. Amend & Resubmit 5. Rejected - See Remarks REMARKS: Please accept the enclosed letter and map for approval. Feel free to call if you have any questions. Thank you. 5625 DILLARD DRIVE, SUITE 117, CARY, NC 27511 (919) 233-8091 FAX (919) 233.8031 cc: Mike Zaccardo P.E. McKIM & CREED ENGINEERS, PA Signed rant Live good E.I. . \UNCE_RAL\VOL1 \CAD\1351\0001\10-Comm\phase3\sectionl\tf31199.domey.doc MC KIN4&CREED March 10, 1999 Mr. John R. Dorney NCDENR / DWQ Wetlands / 401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607 Re: DWQ Project # 990017 The Park at Perry Creek Dear Mr. Domey: We are writing on behalf of the developer John Lancaster of Perry Creek, LLC regarding your letter of February 22, 1999 for the proposed wetland impacts at the Park at Perry Creek. After reviewing the submitted wetlands impact map, we have determined that we can relocate the proposed wetlands crossing in the eastern parcel below the dam reducing the impact from 8200 +/- SF to approx. 4012 +/- SF. This will be accomplished by reconfiguring the proposed lot layout of Phase 2 of the project and using the minimum centerline roadway radius curvature of 275'. It is economically unfeasible and more detrimental to the existing wetlands to relocate the proposed roadway on the eastern parcel on the proposed dam for the following reasons: 1) The top of the existing dam is approx. 10' wide. The minimum width of a residential street in Raleigh is 31' B-B of curb for a 50' ROW. The ROW will need to be graded relatively flat requiring much more fill in the existing wetlands to the east and west of the centerline of the proposed road over the dam. The fill slopes to the west will extend beyond the ROW into the proposed pond reducing its' design capacity. In addition, the dam will require complete removal and need to be structurally rebuilt outside of the existing footprint of the dam to support the road. 2) We have looked at alternative road alignments through Phase 2 to reach the eastern townhome tract and once we eliminated the feasibility of going over the dam, the only other choice was to cross the wetlands at the shortest distance just east of the 8200 SF proposed impact. The problem with this location is that we would create a long stretch of roadway (approx. 500'-600') without lots on either side of the road. Without lots adjacent to the roadway to help pay for the costs of road construction, this layout becomes economically unfeasible for the Developer. 3) The proposed wetland impact of 4,012.46 SF for the new crossing location reduces the. previous impact in this area by over 50%. This crossing will require the Developer to install approximately 75' of roadway with no lots adjacent to the road. In summary, we believe that this proposed rossing which is similar to the initial 8200 SF crossing area is the fairest location for all pa ved. This proposed impact reduces the initial wetland disturbance in this area by over 50° quire the Developer to build at least 75 feet S:\1351 \°001 \10-C om m\phasel \031099Domeyletter. doc 5625 DILLARD DR., SUITE 117, CARY, NORTH CAROLINA 27511 TEL 919.233.8091 FAX 919.233.8031 www.mckimcreed.com Mr. John R. Domey March 10, 1999 Page 2 of roadway along which he cannot obtain viable lots; and it provides legitimate, yet reasonable access to the remaining 38.40+/- acres of land that will be developed in townhomes. Further, this routing allows the Developer the ability to retain the original number of lots that were intended for Phase 2. We trust that you will concur in this win-win solution for all interests. If you have any questions or need additional information, please do not hesitate to call me at 233-8091. Thank you for your consideration in this matter. Respectfully submitted, Michael V. Z cardo, P.E. Project Manager Attachment: Wetland Impact Map cc: John Lancaster Kevin Martin Don d'Ambrosi S:\1351\0001\10-Comm\phasel\031099Domeyletter.doc v MC M4&CREED v State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES February 22, 1999 DWQ Project # 990017 Wake County CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr. John Lancaster Perry Creek, LLC 8410-F Falls of the Neuse Road Raleigh, NC 27615 Dear Mr. Lancaster: The Division of Water Quality has reviewed your plans for the discharge of fill material into an additional 0.9017 acres of wetlands located at the Park at Perry Creek in Wake County for residential development. Insufficient evidence is present in our files to conclude that your project must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H .0506. Therefore, unless modifications of the proposal are made as described below, we will have to move toward denial of your 401 Certification as required by 15A NCAC 2H.0507(e) and will place this project on hold as incomplete until we receive this additional information, we are requesting (by copy of this letter) that the U.S. Army Corps of Engineers place your project on administrative hold. Please provide us with information supporting your position that states your project must be constructed as planned and that you have no practicable alternative to placing fill in these waters and/or wetlands. Specifically can you construct your road crossing on the top of the proposed dam to minimize wetland fill? Any documentation such as maps and narrative that you can supply to address alternative designs for your project may be helpful in our review of your 401 Certification. Please respond within three weeks of the date of this letter by sending a copy of this information to me and one copy to Mr. Danny Smith Raleigh Regional Office at 3800 Barrett Drive Raleigh NC 27609. If we do not hear from you in three weeks, we will assume that you no longer want to pursue this project and we will consider the project as withdrawn. I can be reached at 919-733-1786 id you have any questions. zinc re + Jo n R. Dorney cc: Raleigh DWQ Regional Office Wilmington Office Corps of Engineers Central Files John Dorney Raleigh Field Office Corps of Engineers Bob Zarzecki, S & E C 990017. my Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper ,A ? NpU I,,. memos r John Dorney Regional Contact:--a Non-Discharge Branch WO Supervisor: Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Neuse Crossing SD County Wake Project Number 99 0017 County2 Recvd From APP' Region Raleigh Received Date 1/14/99 Recvd By Region Project Type residential development Certificates Stream Permit Wetland Wetland Wetland Stream Class Acres Feet Type Type Impact Score Index Prim. Supp. Basin Req. Req. 12 _- O Y O N F- 27-(20.7) Fc NSW 304.0 F- 26 F__ PT 0 N F_F__ F__F__ r- F_. F---_ 7N-BR F_- O Y _@N r ?-?-?- ?- ?- Mitigation Wetland MitigationType Type Acres Feet Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more info? Q Y O N Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N Is Mitigation required? Q Y 10 N Recommendation: Q Issue 0 Issue/Cond 0 Deny Provided by Region: Latitude (ddmmss) 355344 Comments: Longitude (ddmmss) 783245 John: see sector F on map. Recommend requiring road impacts at crossing to be minimized. That is, they can a just the road crossing to go along the edge of the pond dam. (Note: I think by using a cul-de-sac (near the location of the road crossing form sectors E to F and moving the proposed road along the pond dam they may not lose any lots.) Anyway I recommend that they demonstrate why this crossing needs to be at this location. (As proposed site is compliant with Neuse Buffer zone. I did a site visit and a NBR letter to that effect.) a 9 r m m m m m m m m m m m m m m m m r m m m m m m m m m m m m m m m m i m m m m m m m m m m m m m m m m mi I a'y 4 , vv 5 I '=? ? I ? ?" i ??? ?-?. ?:=• 1 ?? _ 11 ? F ??I, ?'- \ ? ` ;?'? \ r. i ,?%?-' I ? 1 \F?}?`' ?, ? -•\I Y=?<?- = ..-? Tom(=?y?-? 1 r t ,yl? "'t%-?--? -; I-7 ?? I 1 `. __O C _- Im`km mrm _Df? m Fm 1 .,1 [T IB jy ! I I m 7 C !7_? yf[5?? m I I O 'm f N G ?/ '1) 7' m `y??s ?' C m?? ?? ? ?I r ??' 1 i ! I ? 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' ': '? ;ifil§! P {`7 P ;a i ?p P:¢ ! `' fl - .. > . n s e °. ea;?•zarss.; a: 3 a ; a;;° `°•,,W I aa 3,3e ?r.?q.; ??; s a;a i!as S ?F 9 E a :'.. -.p.7 i ?y'-5 ?t4 o I ? f].?.? #%. -4 GY.9 ?: dy ?e I{S i d a3 o a . 40 I s z• Fy xa Fr Fx Fr Fa Fd:.. Fr Fe F+?" i? •I9 73 - e ? 'i , ?i ? 'e. a eF:- s• te; I.N ,_1? I I• ? a? a. I a? I Fq x:FaFaFexvxu I ? I s I a , a I ?mmmmmmmmmmmmmmmm`mmmmmmmmmmmmmmmm,mmmmmmmmmmmmmmmm? .. PRE-DISCHRRGE NOTIFICATION PCN TO: National Marine Fisheries Service Pivers Island, NC Fax (919)728^8796 US Fish & Wildlife Service Raleigh, NC FAX (919) 856-4556 State Historic Preservation office Raleigh, NC PAX (919)733-8653 NC-Division of Water Quality Raleigh, NC FAX {919)733-9959 NC Wildlife Resources Commission Creedmoor, NC FAX (919) 528-9939 1. ACTION ID: 199920377/199920378 2. APPLICANT: Ferry Creek, LLC/Neuse Crossing Subdivision 3. DATE OF TRANSMITTAL: 01/25/99 4. RPSPONSE DZADLINE(5 days from transmittal): 2/29/99 5_ COMMENT DEADLINE(10 clays from response deadline): 2/8/99 6. SEND COMMENTS TO: RALEIGH REGULATORY FIELD OFFICE RALEIGH, NC ATTN: Todd Tugwell FAX: (919) 876-5823 We are also forwarding the attached PCN to th' Fish and Wildlife Service and the National Marine Fisheries Ser ice for review and comment concerning any likely affect to any threatened or endangered species or their critical habitat within those agencies' Jurisdiction. I i 10 'd 8I !Zi 6661 *OZ '10 r%801N1A93N H9131UN W0213 RRCEIVI-iD JAN 14 19 DWQ ID: Nationwide Permit Requested (Provide Nationwide Permit 4): 12 & 26 Pre-Construction Notification Application For Nationwide Permits that Require: 1) Notification to the Corps of Engineers 2) Application for Section 401 Catiflgation 3) Coordination with the NC Division of Coastal Management Send the original and (l) copy ofthis completed form to the appropriate field offs of the Corps of Engineers (see agency addresses sheet). Seven (7) copies should be sent to the N Division of Environmental Management (see agency addresses sheet). PLEASE PRINT. 1. Owner's Name: PERRY CREEK, LLC; ATTN; JOHN R. LANCASTER 2. Mailing Address: 841Q-F FALLS OF THE NEUSE RD. Subdivision Namo: N/A City: RALEIGH State: NC Zip Code: 27615 Project location address, including subdivision name (if different from mailing address above): The proposed "Meuse Crossroads Subdivision" (located within "The Park at Perry Creek" complex) is located approximately 3000 feet east of the intersection of US Highway 1 and Perry Creek Read (NCSR 2006) and south of Thornton Rd. (NCSR 2043) (see attached USGS MW vicinity map). 3) Telephone Number (Home): N/A Carps Action ID: 199602067 (Work): 919-546-6003 4) If applicable, agent's name or responsible corporate official, address, phone number: Soil & Environmental Consultants, Inc. Phone: (919) 846-5900 244 W. Millbrook Road Raleigh, NO 27609 Location of work (provide a map, pref£rable a copy of USGS topographic map or aerial photograph with scale): County. Wake Nearest town or city: Raleigh Specific Location (include road numbers, landmarks. etc.): (see question #2) 6. Impacted or nearest stream/river: The subdivision site contains wetlands (no stream channels) which drain to unnamed "intermittent tributaries" (located off site) of the Neuse River. )Giver Basin. Neuse: River Basin ZO'd 8T.Z1 666I'0Z'I0 ANoidin938 H9I31UN WONd 7a. Is project located near water classified as trout, tidal saltwater (SA), high quality waters (HQW), outstanding resource waters (ORW), water supply (WS-1 or WS-ID? YES ( ) NO M If yes, explain: NCI; No stream channels exist on the subdivision site. Water from the site drains to unnamed "intermittent tributaries" (located off site) of the Neuse River (classed as "C NSW'). 7b. Is the project located w'ilthin a North Carolina division of coastal management area of environmental concern (AEC)? YES ( ) NO (X) 7c. if the project is located within a coastal comity (see page 7 for list of coastal counties), what is the land use plan (LUP) designation? NINA 8a. Have any Section 404 permits been previously requested for use on this property? YES (X) NO ( ) if yes, provide Action II7 number of previous permit and any additional information (including photocopy of 404 certification). "The Park at Perry Creek" complex currently has an approved 404 Certification for the use of Nationwide Permit 26 (Action 1. D. # 199602067) and nas supmitted for the use of Nationwide Permit 12 to impact 0.0463 acres (indicated as AREA #17 on the attached Impact Map). Sb. Are additional permit requests expected far this property in the future? YES ( ) NO (X) If yes, describe anticipated work: 9a. Estimated total number of acres in tract of land: ± 210 9b. Estimated total number or acres of wetlands located on project site: + a 10a. Number of acres of wetlands impacted by the proposed project ley: Filling: Excavation: Flooding: Drainage: Other. Total acres to be impacted: Previously Requested Fr used Im cks 0.1500(NW26) 0.6857 (NW26) 0.0463 (NW12) 0.2160 (NW12) 0.1963 + 0.90.1 7 .(Total) = 0.2623 (NW12) & 0.8357 (NW26) 10b. (1) Stream cbennel to be impacted by the proposed project (if relocated, provide distance bath before and after relocation): Length before: n1a After: n/a Width Before (based on normal high water contours): n181Nidth After: n/a Average depth before: nia After: nla (2) stream channel impacts will result from: (creche all that apply) Open channel relocation: n1a Placement of pipe in channel: n1a £018 81:ZS 6665'0Z'i0 i%N01U1n93N HBI31UN WONJ Cbatutel Excavation: n1a Consbuction ofa l3=Mootling. n/a Other: n1a 11. If construction of a pond is proposed, what is the size of the watershed draining to the pond? n/a What is the expected pond surface area? n/A 12. Description of proposed work including discussion of type of mechanical equipment to be used (attach plans & 112" x I I" drawings only): The proposed work will include impacts to wetlands and waters for the purpose of constructing a residential subdivision. Nationwide Permit 12 will be used for the installation of a sanitary sewer line and stormwater control piping, and Nationwide Permit 26 will be used for lot fill, road construction and wetland excavation for the purpose of installing stormwater control devices, 13. Purpose of proposed work: See Question Number 12. 14. State reasons why it is believed that this activity must be carried out in wetlands (include any measures taken to minitniae wetland impacts): The lot fill impacts (NW26) are required for the construction of single family home lots and road construction. The impacts proposed under NW12 are required to provide needed sanitary sewer and stormwater utilities for the proposed subdivision. 15.. You are required to contact the U. S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service (NMFS) (see agency addresses sheet) regarding the presence of any *derally listed or proposed for listing endangered or threatened species or critical habitat in the permit area that may be affected by the proposed project. Date contacted: (attach responses from these agencies). N/A (to be completed by the Corps) 16. You are required to contact the state historic preservation officer (SHPO) (see agency address sheet) regarding the presence ofhistoric properties in the permit area which may be affected by the proposed project, Date contacted: NIA (to be completed by the Corps) 17_ Does the project involve an expenditure of public funds or the use of public (state) land? YES ( ) NO (X) If no, -go to 18. If yes, does the project require preparation of an environmental document pursuant to the requirements of the North Carolina Environmental Policy Act? YES ( ) NO ( ) b@'d BI:ZI 666i'0Z'i0 A801UInS38 HI31UN W08A b. If yes, has the document been reviewed through the North Carolina Department of Administration State Clearinghouse? YES ( ) NO ( ) If answers to 17b is YES, theft submit appropriate documentation from the state clearinghouse to division of environmental management regarding compliance with the North Carolina Environmental Policy Act. Questions regarding the State Clearingh=se review process should be directed to Ms. Chrys Bassett, Director State Clearinghouse, North Carolina Department of Administration, 116 West Jones Street, Raleigh, North Carolina 27603-8003, telephone (919) 733-6369. 18. The followin2 items should be included with this application if proposed activity involves the discharge of excavated or fill material into wetlands: a. 'W'etland delineation map showing all wetlands, strearns, lakes and ponds on the property (for Nationwide Permit numbers 14, 18, 21, 26, 29 and 38). All streams (intermittent and permanent) on the property must be shown= on the map. Map scales should be 1 inch equals 50 feet or 1 inch equals 100 #bet or their equivalent, b. If available, representative photograph of wetlands to be impacted by project. C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the delineation line. d. Attach a copy of the stormwater management plant, if required. e. What is land used of surrounding property? Suburban & Rural Residential f. If applicable, what is proposed method of sewage disposal? Sanitary Sewer g. Signed and dated agent authorization letter, if applicable. NOTE, Wetlands or Waters of the U.S. may not be impacted prior to, 1. Issuance of a Section 404 Corps of Engineers Permit, 2. Either the issuance or waiver of a 401 Division of Environmental Management (Water Quality) certification, and 3. (in the twenty coastal counties only) A letter from the North Carolina Division of Coastal Management stating the proposed activity is consistent with the North Carolina Coastal Management program. r 49 A ' gn r D e (Agent's signature valid only if Arent Authorization better from the owner is provided (18 g.)) GO 'd 6i:ZT 6661'@Z'i0 AdoiuinB 21 HOI31UN WOdJ 9: nlvtn,? H,76UC. i 919 848 0319; Dec-23.98 3:37PA1; Page ".',., '• •_,?? 'Se i0-LJ $?S}llIL?,1:fbV.7i, bt1:A1?1 +k i:itrgr,4rri_ :;.' •,. ,*?4E?.!3'99 15.24 '?7.A6459Aie? _ S ? ?C ~ . PAGE 62 R? m+?* A ll X9JM ' 11f o f- -fdi to Mouse IF W4, Vow 4 mvi?f! &xexQf ; ? . US Amy C*F RAC ? 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N.. .1 Iru QUA =N N? gg y ?.?+ iF? ,riL i f??`h.. r+y??'A ?W ?;4 r'^?:i f,?nV ?k?1 •'a• F? hi i ??ug°-yam a i ? i i _ rNlb P:,?I sa» { ifiWiu,',^ry}i? x• II 4 g ? i r? =rj C °0 1 m? 111 ?? MOM ir1 ?1 ! l? !• J? •11 LT Id ZZsZT 666T'0Z'TO h6oiuInsld HSISIUN woa?l . •, t r'7 i i o r t in, cm; ?/' L , Ear"•• `'G'? _+??i', (?) MATCHUNE ?ri?ii--r ?+IIATf?iI.IN! i' •?` F TT 'd £ZiZT 666T'oZ'To 6doiuins38 HSISIUJ woad r o 1 D?'??r v ?. Z r £ Ax KF r r r L I I 'YS ? z z ? a u7 I } 1 N rD L-Ifl r r+' Lm, I I 1 MATGt{L1NE MTC t ' 1 I II ? ? r! 4 1 r bT'd £ZSZT 666T'0Z'TO ?I 1 Il-.-N L- J ~ I 1 I I 1 1 l yI b g m hdaiuin93a H913188 woad Soil & Environmental Consultants, Inc. 244 West Millbrook Road ¦ Raleigh, North Carolina. 27609 ¦ (919) 846-5900 ¦ Fax (919) 846-9467 PAYMENT RECEIVED January 14, 1999 S&EC, Inc. Project # 95-2049 Raleigh Regulatory Field Office U.S. Army Corps of Engineers Attn: Mr. Todd Tugwell 6508 Falls of the Neuse Rd., Suite 120 Raleigh, NC 27615 Dear Sirs: N.C. Division of Water Quality - DEHNR Attn: Mn John Dorney t 4401 Reedy Creek Road inn (? Raleigh, NC 27607 ?;-u The purpose of this letter is to request the use Nationwide Permits #12 & 26 for ercorq ie osed Neuse Crossing Subdivision (within "The Park at Perry Creek" ately prop 3000 feet east of the intersection of US Highway 1 and Perry Creek Road (NCSR 2006) and south of Thornton Rd. (NCSR 2043) (see attached USGS site vicinity map). New proposed impacts to wetlands for the construction of the residential subdivision will total 0."17 acres [0.6857 (NW26) & 0.2160 (NW12)J. Total impacts (previously requested and proposed) for the complex equal 0.2623 (NW12) & 0.83 (NW26). However, S&EC, Inc. believes that no mitigation will be required for this project. he total impacts under Nationwide Permit 26 equal 0.8357 acres. The total impacts for Nationwide Permit 12 RAI equal 0.2623 acres. All of this 0.2623 acres will be restored, but a 10-foot corridor as described in the General Conditions of Nationwide Permit 12 will be maintained. If for some reason wetland mitigation is required, our client proposes payment into the North Carolina Wetland Restoration Fund. Construction of the subdivision will comply with the general conditions stated within Nationwide Permits #12&26. No surface waters subject to the Neuse River Buffer rules (15A NCAC 2B.0233) were found to exist within the new proposed impact areas as determined by NC Division of Water Quality (DWQ) personnel. The project will comply with the Neuse River Buffer rules. Included are: (1) a completed Pre-Construction Notification Application, (2) Agent Authorization Form, (3) USGS Site Vicinity Map, (3) Construction Plans, (4) Wetland Delineation Forms and a check for $475.00 to cover the pennit application fee. Please call if you have questions-or require further information. Please contact S&EC, Inc. if you choose to visit the site so that someone may accompany you. Sincerely, 000, qo!o Zarzecki, Biologist b.z Soil/Site Evaluation ¦ Mapping and Physical Analysis ¦ Wetlands Mapping and Mitigation ¦ Environmental Audits On-Site Waste Treatment Systems, Evaluation and Design DWQ ID: Location of work (provide a map, preferable a copy of USGS topographic map or aerial photograph with scale): Nationwide Permit Requested (Provide Nationwide Permit #): 12 & 26 Pre-Construction Notification Application For Nationwide Permits that Require: 1) Notification to the Corps of Engineers 2) Application for Section 401 Certification 3) Coordination with the NC Division of Coastal Management Send the original and (1) copy of this completed form to the appropriate field office of the Corps of Engineers (see agency addresses sheet). Seven (7) copies should be sent to the NC Division of Environmental Management (see agency addresses sheet). PLEASE PRINT. Owner's Name: PERRY CREEK, LLC; ATTN: JOHN R. LANCASTER 2. Mailing Address: 8410-F FALLS OF THE NEUSE RD. Subdivision Name: N/A City: RALEIGH State: NC Zip Code: 27615 Project location address, including subdivision name (if different from mailing address above): The proposed "Neuse Crossroads Subdivision" (located within "The Park at Perry Creek" complex) is located approximately 3000 feet east of the intersection of US Highway 1 and Perry Creek Road (NCSR 2006) and south of Thornton Rd. (NCSR 2043) (see attached USGS site vicinity map). 3) Telephone Number (Home): N/A County: Wake 4) If applicable, agent's name or responsible corporate official, address, phone number: Soil & Environmental Consultants, Inc. Phone: (919) 846-5900 244 W. Millbrook Road Raleigh, NC 27609 5 6 Corps Action ID: 199602067 (Work): 919-846-5003 Nearest town or city: Raleigh Specific Location (include road numbers, landmarks, etc.): (see question #2) Impacted or nearest stream/river: The subdivision site contains wetlands (no stream channels) which drain to unnamed "intermittent tributaries" (located off site) of the Neuse River. River Basin: Neuse River Basin 7a. Is project located near water classified as trout, tidal saltwater (SA), high quality waters (HQW), outstanding resource waters (ORW), water supply (WS-I or WS-In? YES ( ) NO (X) If yes, explain: NO; No stream channels exist on the subdivision site. Water from the site drains to unnamed "intermittent tributaries" (located off site) of the Neuse River (classified as "C NSW'). 7b. Is the project located within a North Carolina division of coastal management area of environmental concern (AEC)? YES ( ) NO (X) 7c. If the project is located within a coastal county (see page 7 for list of coastal counties), what is the land use plan (LUP) designation? N/A 8a. Have any Section 404 permits been previously requested for use on this property? YES (X) NO ( ) If yes, provide Action ID number of previous permit and any additional information (including photocopy of 404 certification). "The Park at Perry Creek" complex currently has an approved 404 Certification for the use of Nationwide Permit 26 (Action I.D. # 199602067) and has submitted for the use of Nationwide Permit 12 to impact 0.0463 acres (indicated as AREA #17 on the attached Impact Map). 8b. Are additional permit requests expected for this property in the future? YES ( ) NO (X) If yes, describe anticipated work: 9a. Estimated total number of acres in tract of land: + 210 9b. Estimated total number or acres of wetlands located on project site: ± 5 10a. Number of acres of wetlands impacted by the proposed project by: Filling: Excavation: Flooding: Drainage: Other: Total acres to be impacted: Previously Requested 0.1500 (NW26) 0.0463 (NW12) 0.1963 + = 0.2623 (NW12) & 0.8357 (NW26) Proposed impacts 0.6857 (NW26) 0.2160 (NW12) 0.9017 (Total) IOb. (1) Stream channel to be impacted by the proposed project (if relocated, provide distance both before and after relocation): Length before: n/a After: n/a Width Before (based on normal high water contours): n/a Width After: n/a Average depth before: n/a After: n/a (2) Stream channel impacts will result from: (check all that apply) Open channel relocation: n/a Placement of pipe in channel: n/a Channel Excavation: n/a Construction of a Dam/Flooding: n/a Other: n/a 11. If construction of a pond is proposed, what is the size of the watershed draining to the pond? n/a What is the expected pond surface area? n/a 12. Description of proposed work including discussion of type of mechanical equipment to be used (attach plans 8 1/2" x I Y" drawings only): The proposed work will include impacts to wetlands and waters for the purpose of constructing a residential subdivision. Nationwide Permit 12 will be used for the installation of a sanitary sewer line and stormwater control piping, and Nationwide Permit 26 will be used for lot fill, road construction and wetland excavation for the purpose of installing stormwater control devices. 13. Purpose of proposed work: See Question Number 12. 14. State reasons why it is believed that this activity must be carried out in wetlands (include any measures taken to minimize wetland impacts): The lot fill impacts (NW26) are required for the construction of single family home lots and road construction. The impacts proposed under NW12 are required to provide needed sanitary sewer and stormwater utilities for the proposed subdivision. 15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service (NMFS) (see agency addresses sheet) regarding the presence of any federally listed or proposed for listing endangered or threatened species or critical habitat in the permit area that may be affected by the proposed project. Date contacted: (attach responses from these agencies). N/A (to be completed by the Corps) 16. You are required to contact the state historic preservation officer (SHPO) (see agency address sheet) regarding the presence of historic properties in the permit area which may be affected by the proposed project. Date contacted: N/A (to be completed by the Corps) 17. Does the project involve an expenditure of public funds or the use of public (state) land? YES ( ) NO (X) If no, go to 18. a. If yes, does the project require preparation of an environmental document pursuant to the requirements of the North Carolina Environmental Policy Act? YES ( ) NO ( ) b. If yes, has the document been reviewed through the North Carolina Department of Administration State Clearinghouse? YES ( ) NO ( ) If answers to 17b is YES, then submit appropriate documentation from the state clearinghouse to division of environmental management regarding compliance with the North Carolina Environmental Policy Act. Questions regarding the State Clearinghouse review process should be directed to Ms. Chrys Baggett, Director State Clearinghouse, North Carolina Department of Administration, 116 West Jones Street, Raleigh, North Carolina 27603-8003, telephone (919) 733-6369. 18. The following items should be included with this application if proposed activity involves the discharge of excavated or fill material into wetlands: a. Wetland delineation map showing all wetlands, streams, lakes and ponds on the property (for Nationwide Permit numbers 14, 18, 21, 26, 29 and 38). All streams (intermittent and permanent) on the property must be shown on the map. Map scales should be 1 inch equals 50 feet or 1 inch equals 100 feet or their equivalent. b. If available, representative photograph of wetlands to be impacted by project. C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the delineation line. d. Attach a copy of the stormwater management plan, if required. e. What is land used of surrounding property? Suburban & Rural Residential f. If applicable, what is proposed method of sewage disposal? Sanitary Sewer g. Signed and dated agent authorization letter, if applicable. NOTE: Wetlands or Waters of the U.S. may not be impacted prior to: 1. Issuance of a Section 404 Corps of Engineers Permit, 2. Either the issuance or waiver of a 401 Division of Environmental Management (Water Quality) certification, and 3. (in the twenty coastal counties only) A letter from the North Carolina Division of Coastal Management stating the proposed activity is consistent with the North Carolina Coastal Management program. nt' ign r Date (Agent's signature valid only if Agent Authorization Letter from the owner is provided (18 g.)) :'?1•??i ;tu LJ=?? Ub111YJ:>bV.?i. r$lfl4/1999 15:24 g198469AEi? &CASA a crLrzv; rL S&F-C 0:1311, wi; rage PAGE a2 Inc* sson & Fs?x(?35? ?,t aReer itoad t . Nom . AST ALnTmaRnQC FOR Odom= AL6 lea: l?ooaa: ?9 t 9 $ ? ? - 5?0 3 7- f ERR CR ee - /a2 2a- 98 DOW U.S. /?my COPof W?1m, was . PAR= W"kp=.NG U40 Hi WAkdoeme F.dfie: W unw."My Fold oll,* Bic ?ic? Gvp?oo?,aod ?'?6 ToWbaoa?t??Ca? . oac . Uum ideeoi $ Bavava Caws. - to 0% my I, ft vac?o? awe= ?? ?p?rasx is ??? ? ??r-?p ?'"'ssd. ? ?? of ?7?1,.c?t2?S;C?? • - This notice s+?? Y amopoa m cmmaigtgiho Ara . f mod g:a3ss d per s, is rilid oa$ fur I?TICEs 'rig. 8 >+c,av? Yaa r e4 S&SC a ma=p A SW °°omlp'°i°a i? PERRY ?,gg K 4-1. G : W ld&DQMY VcDM&WK-DV&W=rQwby AV F4F• / Gr. Sol. its Cp°??aa sadl/51as Tion ¦ mappft and PhyAca! Amlysis 0 die ?isa? Tt?? °' . WAKE FOREST, N. C:-, , G 1 MILE NE/4 RALEIGH 15' OUAORANGLE 1000 0 1000 2000 3000 4000 5000 6000 7000 FEET 35078-H5-TF-024 ?? ) 5 G 1 KILOMETER 1967 1 PHOTOREVISED 1987 b CONTOUR INTERVAL 10 FEET DMA 5255 I (NE-SERIES V842 NATIONAL GEODETIC VERTICAL DATUM OF 1929 r? o MN U 7` .? / ? CN • f` 7• I \ 124 MILS 1'26' ° ?• i.. 25 M t l S p of O?? ? ?. ) UTM GRID AND 1987 MAGNETIC NORTH DECLINATION AT CENTER OF SHEET It \ n 250 1 • p 0 V a p • . as0 1 i/?/ U g p ) o Q p O ?w 0 off,'- $ 0 0 71 ?_ - J o 0 00 .? ? a- •/i% Tborn ?i ton Rd. " Subdivision Si c r \ \ e O Cr (0 Wildwood Forest Dr.` , D ((?? o p of n % ?I ? ll ? a ? b z' : ; - THE PARK AT PERRY CREEK,SUBDIVISION 1 c; 5 Raleigh, Wake County, North Carolina ([PTM Coordinates Zone 17, 3974660N, 721440E) 25 elf,,, q....,..?•. ? -,/ ? , Delineation Performed by: Soil and Environmental Consultants, Inc. 24.4 W. Millbrook Road Raleigh, NC 27609 Ph: 919/846-5900 DATA FORM ROUTINE WETLAND DETERMINATION It (1987 COE Wetlands Delineation Manual) Project/Site: do v rty cu ft had Date: 31;zq 14 7 Applicant/Owner. Elo n, A -j A s s bera fes County: Wa k r Investigator. Er /v rs f I ?a, h u.r s State: A) C Do Normal Circumstances exist on the site? Is the site significantly disturbed (Atypical Situation)? Is the area a potential Problem Area? . (If needed, explain on reverse.) es No Community ID: ?Ye-?s ®o Transect ID: 64No Plot ID: VEGETATION Dominant Plant Species Stratum Indicator 1 Ace-r Rubrum Free Fac 2.?tn a . C•rwbar 54I._ Trcc F_ ac` 3. Prn)ua Trec Fac 4. N v 55 a s v i cs Sh r u b Fra c 5. V ca civ ru•4 4usf. Shrab Fac- 6. FraX/Nas Pemvsy. Shrkb 1-CLC-W 7. S •t2_ 14crb O 13 L 8- x-1 .ius f1?ta y. *c,,6 Fac w Dominant Plant Species 9. V,fis 10. S M; l as 11. _ Stratum Indicator Vtpe-t F'4 c . V/NCS Fa cc, Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-). Cf S -,2o Remarks: HYDROLOGY Recorded Data (Describe in Remarks): Stream, Lake, or Tide Gauge Aerial Photographs Other No Recorded Data Available Field Observations: Depth to Surface Water: Depth to Free Water in Depth to Saturated SoiL•._.___O (in.) Wedand Hydrology Indicators: Primary Indicators: Inundated ? Saturated in Upper 12 inches Water Marks Drift Lines Sediment Deposits Drainage Patterns in Wetlands Secondary indicators (2 or more required): Oxidized Root Channels in upper 12 inches Water-Stained Leaves ? -Local Soil Survey Data _FAC-Neutral Test Other (Explain in Remarks) Remarks: SOILS Map Unit Name p (Series and Phase): )?o a vo k e ! ca y cl ? ? o o n? Drainage Class: Poo r ? v Field Observations Taxonomy(Subgroup):_ TYe*/c DCh ra 4 uc,1 f5 Confirm Mapped Type? es No Profile Description: Depth Matrix Color Horizon Munsell Moist v _ 7 A_ ID ,e Y z 7_ qo 8 t? /D }lQ 44, 10, Hydric Soil Indicators: _Histosol _I-iistic Epipedon Sulfidic Odor ? Aquic Moisture Regime ? Reducing Conditions Gleyed or Low-Chroma Colors Remarks: Motile Colors Motile (MunseIl Moist) Abundance/Contrast 16 ??Q s/o?? ? ? C6 MAM'O_N/?M•f_dll l(?d/j 7/wc7 Texture, Concretions Structure etc. sat. loves, GrQ?uk, fiat to k y ?_Concreiions -High Organic Content in Surface Layer in Sandy Soil Organic Streaking in Sandy Soils Listed on Local Hydric Soils List ?Listed on National Hydxc Soils List Other (Explain in Remarks) Wetland Determination Hydrophytic Vegetation Present? es No (Circle) Is this Sampling Point Within a Wetland? Wetland Hydrology Present? es No (Circle) Hydric Soils Present? es No Yes No Remarks: Delineation Performed by: Soil and Environmental Consultants, Inc. 244 W. Millbrook Road Raleigh, NC 27609 Ph: 919/846-5900 DATA FORM ROUTINE WETLAND DETERMMATION (4987 COE Wetlands Delineation Manual) Project/Site: Nowt a u ft koad Date: 312y `q 7 Applicant/Owner: d a m A v d Associates County: W& /C e Investigator. E rn? Cs f 14ax h a r5 4 State: PC Do Normal Circumstances exist on the site? Is the site significantly disturbed (Atypical Situation)? Is the area a potential Problem Area? . (If needed, explain on reverse.) Yes No Community ID: Yes No Transect ID: Yes No Plot ID: VEGETATION Dominant Plant Species Stratum Indicator 1 Ca rT T Ia k ret 7rce Fac(4 2Qyrreus kmbra Tyre Fae, u 3. Que-rcus Nt?ra Tree FaC 4. rar.,, &I bne, S r?. acu 5. Aug tQu bru.,- Shrab R- r- 6. Ticx Opacct Shrub c. r- 7. Lorvi ra JapoNc a Ive Fac. -' 8. SM,Ias r&)e Fac Dominant Plant Species Stratum indicator 9. 10. 13. 14- 16. Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-). L 5DTo Fa.c- Remarks: HYDROLOGY Recorded Data (Describe in Remarks): Stream, Lake, or Tide Gauge Aerial Photographs Other No Recorded Data Available Field Observations: Depth to Surface Water: (in.) Depth to Free Water in Pit- (in.) Depth to Saturated Soil.• 3O (in.) Wetland Hydrology Indicators: Primary Indicators: Inundated Saturated in Upper 12 inches Water Marks Drift Lines Sediment Deposits Drainage Patterns in Wetlands Secondary Indicators (2 or more required): Oxidized Root Channels in upper 12 inches Water-Stained Leaves Local Soil Survey Data _I, AC-Neutral Test Other (Explain in Remarks) Remarks: SOILS Map Unit Name grave (!y (Series and Phase): _ A D d i U a q I-a v c it . l 04 m Drainage Class: Wen Field Observations Taxonomy(Subgroup):_Ty P if? AU_h a Plucit, l fs Confirm Mapped Type? Yes o Profile DescriLion: Depth ins. Horizon 0-7 A 2___11 a y - yo- Matrix Color (Munsell Moist) /0 y"'ese -)- 7.s I ye s/„ Mottle Colors Mottle (MunsellMoist) Abundance/Contrast Texture, Concretion Structure etc. &.IDan, l Gra..ulGr Clav l !3le?ky Hydric Soil Indicators: Histosol Histic Epipedon Sulfidic Odor Aquic Moisture Regime Reducing Conditions Gleyed or Low-Chromes Colors Remarks: IV A Concretions High Organic Content in Surface Layer in Sandy Soil Organic Streaking in Sandy Soils Listed on Local Hydric Soils List Listed on National Hydric Soils List -Other (Explain in Remarks) Wetland Determination 1 Hydrophytic Vegetation Present? Yes (Circle) Is this Sampling Point Within a Wetland? Wetland Hydrology Present? Yes (Circle) Hydric Soils Present? Yes No Yes No Remarks: mmmmmmmmmmmmlmmmmmmmmmmmmmmmmml rmmmmmmmmmmmmmmmmrmmmm i J ?x E 1 I / ao?q }y On b / °o? , / i 1 / i / i i / I / / / / i / / / I / / / / / macmm mmmmm / i / / i i / / / / / / / / / i / i / i i / 1 / / a:aa :: c: ::::+aa::aa .ap a:a; p; ; ;9a aa eaaR aaa aaa eaa4. ssL9 "'•• sss lsstss. °.s ;lsp Lx L. LL L L . i D : . i i ei i)'s . .t ei s pop a dpFp pp 9395[ippa p4a ipp4 p4 p49 9pa alpi ppp f ap pppa. i!C lsea ! ;96s!!!lL dL6 5lsl 6LL L9! pp eL 1 lLL liL 3 L;: I I I I 1 I 1 I I I I I I I I / I I 1 I 1 I I I t t I 1 1 i 1 1 / 1 I 1 1 i I I I 1 I I I I i / w / I 1 D r _= oo .I 43; n3 4 i nN ov `. I I n YY111111 / 8 n 8 m i ? m r D c 1 ?= D I I ? it s L D m N ? ? I 1 o v) N O v D 71 1 o ? tT -- - - - - N IN 1 x it i J O I ® Il G v/ - l_ - f ----- r° ? ? 4???1111!? \ ? 1 _ -------- MATCHLINE g MATCHLINE t/?" A\\ 7 rZ- 1 1 I 1 ' i 1 ,i? ?,I?,irlul;L-Ic m m aim Inl> ulNl-iii _ _ o l a I D I - E'll??v?ov? m lal?laimi? mlol?i?l? ?I<rl<ni?ri?I? $m 9R$ = I pl_IN'Ni_I_IN Nlmi?iu _ Nioioiol i 1 I I 1 1 i i i °Z°°p ooA N m m 1 ys?°° I 1 =?mA I 1 °Ag ion m o31 I I n° 1 pn 'D 0 0 0 2 O O p O y 80 ° m ° A m `fDa °n °D n AD 83) 2 z N m m m I n A m A II n ,??j ? ° II ~ rDAi II li s iw u ? I 1 o z 1 Z A N? ..+Ie mrn jm ?' min N V I \ ?? 1 ? n ? _ °I? slu n °Im nIP°w n ol? > o " A? i ? u CAPI'A/ n ° I I ? ?. ?Ci ?Q I Iy? N _ a Z5 0 41 DD ?' A^°^ 20 ?? ?a I1) I 1 y? 1 A O a/yC2 I v it 1 m 1 ° D I ?" 1 ii a 1 O > 1" I\j S r ° n 1 Z ° D L? I I I I I I I I I I I I?1 ? ='IV? ? ? b mlo o' g v vlvl?l?l _ ti g 3 f o D ' n = II ? z r' ' O N O (? n ' o D rTl f a L _J L____J is C O ' l ---? ------ -- Y IL 09 ?' - _ 1 ® 0 O 7 z a , , , , TCHLINE ?fi O Ks ? i r. rpm No MATCHLI7 J 1 $ ? ? - _ i T g e e - } = x e - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a le - D D D D D D D D D D D I? O m m m m m m m m m m m ? D D D D D D D D D ? O ? m m N N t AE ON I O W O V O' ON ON ON O'- ON ON O W O p y? N?v?OV O?O?ON OO O?O?j On O??? ? W D N ? ?? aN AN NT N" O,O O?m V N W (P t0 n. J J N O N N W T W? O' N N Qf O 'y n A ?? D J D W n T n T N T D D N D f D O D V J () T O? l7? l7 ? C) ? O ? f7T n? n T a r n n r= J O? N A W m D O O N O W O N O J O N O N Z O O U (P N N N A m W W ON rn O N 001 ? O8 A NOl OG U m U. NCO m W W W W •. J W Vi N a ?? DO D N ?O D ^-?O D In ? ? L U Z o Z U A' 2 Y n eo ' O y T A O y K I ' D o I II > D' C? ? ? C7 Z °o D Z r? `m m? r ' II ? ? rr = Z m N? O D l I N O U) ° D m \ F? J y/ I I Ir? - -- I r- m?? ? J O ' \ 1 ? U 1 O ? ? D l O MATCHLINE MAT LIN MATC E MATCHUNE A I ?? 1 I 7 7 I Z ! ? ?,y I 1 z ! I 1 ' I I / \' C I N i C, z tpo 1 1 Drn?r Z cO?Z A ? I a I NNn? -_ i W W D r? O 001) N 0 J I 1 ( of I o I I I D ! m I I I ( 1 1 1 ' I m m 1 1 z ? ?' N c 1 b Z 1 D ? ?? I I O O O ' ^ ? N D I D O m O D °? z ? ? I n D C ' 0 i Zm = a D I ? I I _O Ca Z O D 000 ,K>o Z I ?N 0 1 m O 1?I O O ? I 5? ° D 1 N -? O ? N O (? _ I D ?1 o Z r rn L ~tiF ~i~~S ~ Q FF ~ R ~ J \\\~~C~ J L\~ \y~ ~ ~ ~ ry ~ ORNT ~ ~ ~ ~4, ON R 0 ~ ~ ~ PROPERTY OWNER: a ~ _ J i ~ ~ oU u l PERRY CREEK, L.L.C. ,qN ~ E ~ ~ ~ ~ 1900 EASTWOOD ROAD, SUITE II O T R WILMINGTON. NORTN CAROLINA 28403 Q ~ I I ~-I I ~ 910 256-9940 ( ) ~ / r rl O WILD ~ WAD GR O EEN pR. I - _ ~ - ~ r- e / - - - L ~ r 1 / 1 1 1/ ' t / I V > \ ~ " i I Ir ~ i it I r \ I r - 2 ~d c~F F~- - f ! \ , - _ VICINITY MAP 1 0 , (NOT TO SCALE) 1 1 ~ / ~ ` ~ ~ ~ 1 4- I- r r \ 1 I ~ _ ~ / SITE DATA N! j I. 1 / ~ ~ 1 TOTAL SITE AREA = 64.15 AC. - - ; -1 ~ 1/ j 197 1 _ ~ ~ I _ I 3~ 7~ I I TOTAL OPEN SPACE = 7.24 AC. ~ I ~ ~I, / - ~ DWARWOD L. T>•IORNTON t WIFE N/F AREA TABLES TOTAL OPEN SPACE = 7.24 AC. = 315,374 SF. l ~ - 1 r r ~ r-~-__- DB X371, PG. 863 I TA561E 7EiORNTON BROOKS # TOTAL PERIMETER LINEAR FEET = 4,242.4 = 1,060.60 LOT sgft, acres LOT sgft, acres LOT sgft, mns LOT x sgft. acres LOT ~ sg1't. acres _ 4 ~ _ - c / BOM Ig9G, PG. 793 I DB 7078 P6. 875 I 8480 0.195 52 7638 0,175 103 5774 :0,133 154 8289 0.190 205 8189 0.188 TOTAL OPEN SPACE QUOTIENT = 315,374 = 297.35 - J-- - Ir``' / ' ~ ~ BOM 1996 PG. 793 L- 1 I I ~ ' ' I 2 7165 0.178 53 11560 0.265 104 5123 0.118 155 6637 0.152 206 7072 0.162 1,060.60 t'P I ~ v / ~ / 1 3 7629 0.175 54 8263 0.190 105 5478 0.126 156 6585 0.151 207 7182 O.Ib5 OPEN SPACE "A" (PROPOSED POND) = 3.47 AC. = 151,063 SF. - -7--J I 1 ~ / /'1 I + r---- I - ® I ~ 4 7044 0.162 55 7948 0.183 106 5495 0.126 157 7840 0.180 208 7185 0.165 TOTAL PERIMETER LINEAR FEET = 1,946.8 486.70 .J 1- I/ 1 ~ I I j ` I I I I I I ~ I I I I ~ I I ~ r----, r---- 5 6153 0.141 56 7717 0.177 107 5577 .0.128 158 6143 0.141 209 7422 0.170 4 PERRY CREEK, L.L.C. \ I I I I I I I I I I I I I I I TOTAL OPEN SPACE QUOTIENT = 151,063 = 310.38 DB 7895 P6. 162 t/ 249 I I _ ~ 1 1 • / K6 I I ~ I I 191 I I I I I I I I I I i t 1 1 ~ ~ ~ r----, / I 1 O I wo I 1 1 I I J ~ I I 1 I89 I I ~ I 203 ( I 0 I I I + I I MB 1996 P6. 185 1 ~ I I I I ~ I I I I I I I I I I 188 I I 167 I 186 i 1 I I I I I I I ~ I I I I I I O + I I 185 I I I I 1 6 7933 0.182 57 9852 0.226 IDB 5431 0.125 159 7180 0.165 210 7400 0,170 486.70 -.J I I I O I ~ I I I I I I I I I O I I 184 I I \ ` L_---__--J L----J L----J L----~ ~ I I I I I I I I I I I I I I 183 182 ~ I 181 I I leo I 7 7415 0.170 58 8776 0.202 109 5568 0.128 Ib0 7153 0.164 211 7240 0.166 OPEN SPACE "B" (AMENITIES AREA) = 3.77 AC. = 164,221 SF. - _ _ I 11 0 I - - _J L_ I I O I I _ 0 / - -J L----J L-___J L-_--- I 1 1 I I I I I I I 8 8118 0.186 59 8116 0.186 110 6113 0.140 Ibl 7026 O.IbI 212 7240 0,166 TOTAL PERIMETER LINEAR FEET = 2,295.6 = 573.90 _ - _ _ L_-_-J 1----J L--_ I I ( I I I ` - _ _ _ _ _ - L____J I I 9 7916 0.182 60 9506 0.218 III 7572 0.174 162 6717 0.154 213 7178 0.165 4 TOTAL OPEN SPACE QUOTIENT = 164,221 = 286.15 - - ~p ler - - L---_J 1 _ .~~~GC I ~ - - - _ 10 6784 0.156 bl 10531 0.242 112 9132 0,210 163 7201 O.Ib5 214 8389 0.193 573.90 1 ~ - _ _ r- I _ _ _ - - - I ~ r----- ~ - - _ _ ROSABI!11E 11 ~ II 8402 0.193 62 6746 0.155 113 01 I 7150 OI = 1'FIORNTON ~ 8469 .94 64 . b4 215 %91 0.222 TOTAL NUMBER OF LOTS 256 I I I I 1 f'-------~ - - - - _ I I I I I r----7 r----i r---- ' - - - _ - WII.50EI 1NOR WIL50t11}IDRNfON .AL 12 7679 0.176 63 7551 0,173 114 8204 0.188 165 7150 0.164 I MINIMUM LOT SIZE = 5123 SF. 2 6 13540 0.311 I ~ ~ I I ® I I I i i j I I ~ ~ r----~ r----~ - - DB'i511, PI L_ I I I I IG7 I 1 I I I I I I I r ~ r----~ r ` D6 '511, PG. 18~ 13 8295 O.IgO b4 8582 0.197 115 9275 0,213 Ibb 7~8 0.163 217 9435 0.217 AVERAGE LOT SIZE = 9760 SF. 1 ------J L------J I I 1 168 ~ ~ O,y I I 170 I I i t I I ~ I 1 1 I ~ '1 r----~ r---- - I O I I I I I I ~ r---- 0 rn I r r ~ L------.J I I I I I O I 172 I I I I I I 1 1 I+ 1 1 r ~ ~ I I 1 0 1 173 I I I I 65 OI TOTAL AREA OF RESIDENTIAL 5TREET R/W ~ 11.26 ACRES 14 10857 0.249 8484 , 95 IIb 8791 0.202 167 8178 0.188 218 8651 0.199 1 I I I r------~ + I I I I I I O I I 174 11 I I + I I 1 1 ~ I I I I I L---J L----~ I i t I I I I I j 175 I I 176 j j In I I + ~ qq I TOTAL LINEAR FEET IN PUBLIC STREETS = 9439 LF 15 b%0 0.160 bb 8909 0.205 117 8917 0.205 168 8038 0.185 219 7751 0.178 TOTAL LINEAR FEET OF OFF SITE SANITARY SEWER = 2123 LF 0 I I I I I ~ I I I I L-°-J L----J I I I I I I I I 178 I I 179 I 1 ® L_ I 1 I I I O I I Kb --_J I I I I I I l_ I O J Ib 13141 0.302 67 8368 0.192 118 8322 0,191 169 7150 0.164 220 8054 0.185 L-------J I I I I I ~ L----J L----~ L----I I I ~ I I L---- J L----J L-----I I L------J L-----°J YARD SETBACKS AS PER CODE SECTION 10-2101(6)(6) 17 9251 0.212 68 7569 0.174 119 13303 0.305 170 7150 0.164 221 8242 0.189 N = I ' I r-------~ \ ~ ~ ~ I r------~ r-------~ \ r----------, I I FRO T 0 MIN, I 246 I I I I I i 146 I I \ 1 1 1 f r---- 1 I 165 I ~ O I ! 145 / \ ~ r---- __J IS 5723 0.131 69 7320 0.168 120 8582 0.197 171 7150 0.164 222 5952 0.137 REAR 20' MIN, I 1 1 1 I 11 I I \ \ I I I I 1 1 I I I I ~ r---, L-- I I I I I I I 1 \ ~-J ~ /i I i \ 129 1 11 I I I I 1 1 I I i 1 I l______J L______J \ 0 19 6939 0.159 70 6600 0.152 121 11640 0.267 172 7150 0.164 223 5689 0.131 AGGREGATE FRONT AND REAR = 40' -------1 I `~~i j ~ \ 11 1 128 I I Y!! I I I I I I ~ i j I \ O I26 I I \ I O @5 y~ I r ~ r 7 I I 1 130 1__ 1 1 1 I I I O I I @4 I 1 97 I 20 8858 0.203 71 6600 0.152 122 9312 0.214 173 7150 0.164 224 5576 0.128 SIDE = 5' MIN. i I O \ - I I I I I I I ~ / 1 I I I O I I I 24r' I I 147 / / I I ~ I I I I I I 1 I I 11 1 I I O ~ 1 I I I I I L----J 21 11380 0.261 72 b60o 0,152 123 8248 0.189 174 7150 0.164 225 6190 0,142 AGGREGATE SIDE = 15' I _J I ® I I ~ I I / 144 I L---J L-----J L I I I I I 0 I ~I I I I I I ! / ____J L____J L____J I I I 1 1 I r. J ~ l 22 8923 0.205 73 6600 0.152 124 8010 0.184 175 7150 0.164 226 7139 0.164 CORNER SIDE = 15' MIN. (ADJACENT TO COLLECTOR STREET) I 23 8103 0.186 74 7262 0.167 125 7655 0.176 176 7150 0.164 227 6792 0.156 10' MIN. (ALL OTHER STREETS) t 1----j ~ L-----J I I~ I \ ~ I I I r------~ r------~ ~R + I ~ _ _ I + \ ~ I 244 I I I I I I ~ ~ f I I R - - - 24 9221 0.212 75 7061 0.162 126 7742 0.178 177 7150 0.164 228 5936 0.136 / ~ 1 I _j I 206 I 1 K3 I I 1\ / I I 1 h~ _ a ---I L----J \ ~ I L----- O I I I / 131 ~ 0 25 7026 0.161 76 6115 0.140 127 9136 0.210 178 7150 O.Ib4 229 5930 0.136 ~ I I I 148 \ / I I 0 \ ~ - \ \ f 1 0 r ~ r / 1 I 143 I I , \ \ L______J l 0 I 26 6604 0.152 77 6206 0.142 128 8366 0.192 179 8611 0.198 230 5181 0.119 N1IPACTED AF1EA /AKEA mq 27 6828 0.157 78 6206 0.142 129 8553 0.1% 180 8354 0.192 231 5400 0.124 AREA #1 245.30 SF ~ / / \ C. I I 243 I I I I 1 r' ------1 ~ ~ r I I I I ~ I I 1 L_ ~ ~ \ ~ II I I I I I I 1 I I I f•- 1// I I I I I I 123 I 100 I K2 l I I I 1 0 1 28 8427 0.193 79 6206 0.142 130 102% 0.236 181 8170 0.188 232 5400 0.124 0.0056 AC. i 11 I I 0 - ~ - - I O I 149 I I I - 1-----1---~--- I 10 I ~ 1 I I I f I \ I I I I _J I I 142 / 132 I Ci3 I I 134 -J - - - - - - U~.li1f WETL.APD AREA - - - - - - - - - - - 29 9769 0.224 80 6392 0.147 131 10087 0.232 182 8172 0.188 233 6908 0.159 AREA #2 3464.20 SF I O II - _ ~ ~ I ` _ - '1 L----- I ~ - I L---- 1 I - 1 r----- __J ~ I I I I r------- ~ i q4 ' - - I I ~ ~ 1 I - I I ~ I I 1 + ~ f I I L----J ~ ~ I~ I 242 I I I I + I I ~I' r------- L---------J I I I l 1 I I I 30 %92 0.222 81 7322 0.168 132 12137 0.279 183 8%9 0,206 234 7159 O.Ib4 0.0795 AC. AREA #12 240.84 SF 1 1 I 1 I I KI I 1 150 I I ~ L----J l ! I I 122 l o l f----~ 210 O 1 I I ----r I 0 31 6407 0.147 82 7075 0.162 133 8658 0.199 184 8204 0.188 235 7145 0.164 AREA #3 2876.11 SF 0.0055 AC. i - ~ - - - - ~ 1 I I _J I I NI 1 \ / 1 L----J 1 1 ~ ------t I __J L----- -----J I I O I " I I 193 1 1 r L__-- I 'd 0 1 32 6992 0.161 83 9212 0,211 134 11344 0.260 185 8215 0.189 236 7150 0.164 0.0660 AC. AREA #13 2858.50 $F 0.0656 AC. + I 241 I r I I I 1 I n\ ~ / , I 33 8455 0.194 84 8252 0.189 135 8846 0.203 186 8226 O.ISq 237 7083 0.163 AREA #q 275.09 SF ~ ~ I 1 I I I I I I r------- I\ \ / / I 102 I I j I 211 I I I I ~ j I ~1 I l I 135 ~ ~ I I f ~ \ I 0 I I I ~ 121 ___J I 34 7417 0.170 85 8568 0.197 136 II086 0.254 187 8237 0.189 238 7016 0.161 0.0063 AC. AREA #14 75.56 SF 0 L_ I 1 I I I I\ ` O 1 __J L_---°J I I I 140 I I \ \ I i / I I 92 I AREA #5 1104.06 SF 0.0017 AC. 35 7503 0.172 86 7768 0.178 137 10576 0,243 188 8248 O.ISq 239 7083 0.163 0.0253 AC. AREA #15 2561,Iq SF 36 8507 0.195 87 8132 0.187 138 8116 0.186 189 8259 0.190 240 6747 0.155 0.058$ AC. 1 1 240 I r I I I f i + l-''-' \ \ i I 1 103 I I r-- I I I ~ I 1 I I 1 159 I \ \ \ , / / ~ ` I O I I i I 0 1 I \ 137 , ~ ~ I 1 1 1 88 9197 0.211 AREA #6 222.65 SF 37 8796 0.202 139 8071 0.185 190 8270 0.190 241 6944 0.159 0,0051 AC. AREA #I6 3673.96 SF ~ I 1 O / ` I ( L------ 1 212 I ( I I I I 152 1 \ ~ \ 120 ` I I I 1 ~ O J L-_--J 1 91 I _ I J L---__-J ~ 139 ~ \ \ ~ ~ ~ i / ~ I 38 9221 0.212 89 7294 0.167 140 7675 0.176 191 8162 0.187 242 6489 0.1~ AREA #7 2002.92 SF 0.0843 AG. I I -1 L-' \ \ / \ ~ \ ~ / / 1 I 39 7177 0.165 90 6118 0.140 141 8030 0.184 192 11776 0.270 243 7211 O.ib6 0,04(00 AC, AREA #17 2016.80 SF / 1 'll 1 r---- r I \ 1 \ ~ ~ \ `J / 119 1 I I 1 N/F ~ + I 1 I f'' \ \ \ / \ ' I O 1 I r l I ® I 56 ~ I I~ I 11 I O 1 \ , \ i \ L- I I I 40 12837 0.295 91 5453 0,125 142 728q 0.167 Iq3 7879 0.181 244 7536 0.173 0.0463 AC. WAKE COUNTI' PUBLIC SCHOOL SYSTEM + I m3 1 1 1 I 153 \ ~ \ \ I --_J I I O L_---- I 136 I 90 I AREA #8 2585.55 SF 41 13345 0.306 92 5400 0.124 143 8430 0.194 194 8381 0.192 245 7288 0.167 0.0594 AC. D~ 7861, PG. 523 I J 1 1 I"'~ 1996, PG. 165 i ~ f--- 1 f _ _ \ ~ : ~ I I I I I I I I ------'1 1 ~ \ / i / I 3~S r----- ~1 I I ( r f'-_ f 1 1 23B I ~ 1 1 \ / ~ 1 ~ \ ( II5 1 a %p 1 / l 1 1 - I 93 5407 0.124 # TOTAL 11426.85 SF 42 6629 0.52 144 10626 0.244 195 7362 0.169 246 7284 0.167 AREA q 1378.73 SF 0.2623 AC. I I + O I 157 / / I ~ , \ / ! 1 I , \ O I I I l ' I I I I 214 1 1 \ / / I I i I \ ~ \ / 1y / r. r I 43 7194 0.165 94 5420 0.124 145 10681 0.245 I% 8656 0.199 247 7801 0.179 0.0317 AC. + 0 1 I 1 , I I I I n O 44 6513 0.150 95 5433 0.125 146 11921 0.274 197 15326 0.352 248 8501 0.195 AREA #10 7514.27 SF 0~5 ~ ' I I / ~ 156 1 I + 1 154 \ \ \ ; ; .1 ~ I I / O \ ~ \ v . ~ 106 / I r ~ ~ I 0 , 45 5552 0.127 % 5446 0.125 147 11556 0.265 198 11424 0.262 249 8268 0.1% 0.1725 AC. , ~ ~ ~ ~ --_J L---J L-..-.' I~ 114 ~ IIb I I ~ \v/ / j 46 7441 0,171 97 5460 0.125 148 7802 0.179 199 17286 0.397 250 6873 0.158 AREA #11 4012,46 SF 5 I I L----- I 215 / ^ i \ \ \ I I , ) C ( / / \ \ / / \ I 1 O / / ~ I 47 5(087 0.131 98 5473 0.126 149 7033 0.161 200 9708 0.223 251 6639 0.152 0.0921 AC. N/F I I I i II ~ ~ I I , / / I MIC41E NkILAlDBBOIA~DAflY(11'PICw I I / / _ i \ `~J L-~' , / / ~ ` MICHELLE E. 51'EED 48 5499 0.126 99 6013 0,138 150 7032 0.161 201 8182 0.188 252 7588 0.174 I I / / ) ~ ~ 113 > ~ . ~ I G I I ~ 0 ( i / DB . I I II 236 1 + , , / \ \ ~ / ) ` I I I O , / / / - \ \ , \ , \ 106 / 87 `J ~ 5873, PG. 415 TOTAL 25681.34 SF 49 5301 0.!22 100 6097 0.140 151 7513 0,172 202 7688 0.176 253 ,8468 0.14 0,589! AC. ~ 0 I L---- / 216 , / ! / _ \ \ \ 1 1 \ ~ \ \ , / 50 5526 0.127 101 5400 0.124 152 6391 0.147 203 7370 0.169 254 10469 0.240 I I ' / / 1 / 1 r f- \ \ 222 ~ ~ ~ 1 1 1 ; 1 1 109 \ / ~ ? j / 51 6017 0,138 102 5400 0.124 153 6824 0.157 204 6933 0.159 255 6464 0.148 I I j ~ I % % 217 / j ~ I I i i I 1 \1 i' ~ ~ 1 11 III 11 11 IIO 11 1 ~ ~ ` / / I II I / / 1 I \ , / \ \ 1 O 1 ~ ~ I 0 I ~ I I 216 1 1 I I I I 711 / \ 112 1 1 ~ 1 1 n O I 256 7649 0.176 IO , 1 0 I I 219 1 1 I I V ~ O 1 1 1 ~ ~ / I / 1 \ 1 i ~ / \ ~ \ I r I ~ / , I I I < / \ \ / / \ I I 1 I I 1 r---~ r---~ r-- / ~ ~ 1 \ \ j/ \ r I I I I -r r--~ \ \ \ I I I I I I 233 I I I I I I I I ~ r---- ' \ \ ' \ ) O II II , \ \ / / I I I I I O I I 231 I I I I r---- \ " 1~ L \ ~ / r`. I I I I I I I I I zz9 I f 7 \ > ,--T1 1 a , / -J L----/ L---J -J L 1 I ~ / i ! / \ ~ II5 -'1 r 11 1 1 \ . " ' / ! r I - 10 1 , I 1 / -1 1 - l~ , -'1 ~ 1 1 O 11 1 1 I l I ? _ ® 1 I I / 1 \ 1 1 1 1 J I I - - - - ~ ~ / ~ 1 \ 76 1 1 L 1l r- \ \ 1 I \ ~ I I ~ < 75 I I r__-- n \ . ; ~1REJ1118 I~ 1 ~ I ~ _ \ / \ \ ~ , , \ I I I I ' ~ / \ \ ~ AREA Iq6 , ` ~ I 1 I ~ ~ \ AREA 116 ~ ` ` 1 I I ~ 1 I . \ / / . ` 27 ~ 0 ~ ~ ~ - ~ I I I 1 % / ) ~ •:~a:•.: _ ; ~ AREA s<15 \ ~ I . / 2 I I 5 I / ~ 26 / ~ ~ ~ ~ 0 ~ I , I 1 I I I , , , . , ~ , n s~ , , L--- ~ , - ~ 0 / / ` 1 l I 0 ~ . , ~ Porro , . I / I I1 /7~ 'J lr I 24 > ! ~ \ ~ ~ ~ ~ OPB~l~ACE~A~ ~ I ~ \ / / / \ / ~ ~ , i . i , ~ \ ~ ~ ~ ~ I I I / / \ ~ , \ / / C 31 ) \ / , \ / III \ .w~:: ~ ~ i i / / 7 , \ ~ \ ~ ~ / \ / \ , / III ~;x.;~::~;;.~ , ~ PERRY CREEK, L.L.C. i ~ DB 7818, PG. 317 ~ 1 0 0 / I C ~ , \ \ , \ \ , ~ O I I 67 ~ ~ MB 1997, PG. 1064 ~ ~ ~ I r-----, 31.5 \ \ , \ ~ 32 / \ / \ \ /C\ / , O V - / i / I / 1 / % \ ~ ` > / AREA ~ i j~ ~ / / ~ ~ ~ i \ ' ~ / , 9 III ~ i I C~\ ~ ~ / \ ~ K . \ ! n ~ I ! n \ 1(471 4~, ~ (u1 ~ . ~ lo\ 1 - - I 34 1 \ / / ol> 1 I . \ \ FUTURE < AMENITIE5 L / AREA 43 J~o 3), 1 0, n ? I I 61 1 / I 3 ( \ \ J/ O I i I IB I r__ ~ \ \ \ \ ~ ; . 1 I 1 I \ OPEN SPACE 'Er AREA a v' 51 ? . . \ 37.5'R 37 52 > 11-00" )PI SEE NOTE #7 53 r 40 1 1 59 ~ 1 1 1 1 1 ~ 1 ` ` / 1, 54 I I I I I I 1 1 _J % Jl I 1~ I I I I ~ I I! ~ WF 1 1 I I 55 OPI PROPERTIES INC. J I I I I 5e I . ax "L I D8 ~ PG y ` AREA NI7 ` 1 - _ DATE DATE REVISION INITIAL ® WETLAND IMPACT MAP PROJECT # :1351-0001.OR 3/i0/9q 3/10/9q REVISED AREA III GML v DRAWN BY : JFC 100' 50' 0 100' 200' FOR COMP. FILE : SIIPSWET.DWG ENGINEERS, SURVEYORS AND PLANNERS SHEET # :i OF I NEUSE CROSSROADS SUBDIVISION 5625 DILLARD ROAD, SUITE 117 SCALE: 1" = 100' CARY N.C. 27511 TEL:(gi9)233-8081 SCALE: I" = 100' DATE: 4-1-q8 FAX:(gl9)233-8031 DATE: NEUSE TOWNSHIP WAKE COUNTY NORTH CAROLINA ~tiF ~i~~S ~ Q FF ~ R ~ J \\\~~C~ J L\~ \y~ ~ ~ ~ ry ~ ORNT ~ ~ ~ ~4, ON R 0 ~ ~ ~ PROPERTY OWNER: a ~ _ J i ~ ~ oU u l PERRY CREEK, L.L.C. ,qN ~ E ~ ~ ~ ~ 1900 EASTWOOD ROAD, SUITE II O T R WILMINGTON. NORTN CAROLINA 28403 Q ~ I I ~-I I ~ 910 256-9940 ( ) ~ / r rl O WILD ~ WAD GR O EEN pR. I - _ ~ - ~ r- e / - - - L ~ r 1 / 1 1 1/ ' t / I V > \ ~ " i I Ir ~ i it I r \ I r - 2 ~d c~F F~- - f ! \ , - _ VICINITY MAP 1 0 , (NOT TO SCALE) 1 1 ~ / ~ ` ~ ~ ~ 1 4- I- r r \ 1 I ~ _ ~ / SITE DATA N! j I. 1 / ~ ~ 1 TOTAL SITE AREA = 64.15 AC. - - ; -1 ~ 1/ j 197 1 _ ~ ~ I _ I 3~ 7~ I I TOTAL OPEN SPACE = 7.24 AC. ~ I ~ ~I, / - ~ DWARWOD L. T>•IORNTON t WIFE N/F AREA TABLES TOTAL OPEN SPACE = 7.24 AC. = 315,374 SF. l ~ - 1 r r ~ r-~-__- DB X371, PG. 863 I TA561E 7EiORNTON BROOKS # TOTAL PERIMETER LINEAR FEET = 4,242.4 = 1,060.60 LOT sgft, acres LOT sgft, acres LOT sgft, mns LOT x sgft. acres LOT ~ sg1't. acres _ 4 ~ _ - c / BOM Ig9G, PG. 793 I DB 7078 P6. 875 I 8480 0.195 52 7638 0,175 103 5774 :0,133 154 8289 0.190 205 8189 0.188 TOTAL OPEN SPACE QUOTIENT = 315,374 = 297.35 - J-- - Ir``' / ' ~ ~ BOM 1996 PG. 793 L- 1 I I ~ ' ' I 2 7165 0.178 53 11560 0.265 104 5123 0.118 155 6637 0.152 206 7072 0.162 1,060.60 t'P I ~ v / ~ / 1 3 7629 0.175 54 8263 0.190 105 5478 0.126 156 6585 0.151 207 7182 O.Ib5 OPEN SPACE "A" (PROPOSED POND) = 3.47 AC. = 151,063 SF. - -7--J I 1 ~ / /'1 I + r---- I - ® I ~ 4 7044 0.162 55 7948 0.183 106 5495 0.126 157 7840 0.180 208 7185 0.165 TOTAL PERIMETER LINEAR FEET = 1,946.8 486.70 .J 1- I/ 1 ~ I I j ` I I I I I I ~ I I I I ~ I I ~ r----, r---- 5 6153 0.141 56 7717 0.177 107 5577 .0.128 158 6143 0.141 209 7422 0.170 4 PERRY CREEK, L.L.C. \ I I I I I I I I I I I I I I I TOTAL OPEN SPACE QUOTIENT = 151,063 = 310.38 DB 7895 P6. 162 t/ 249 I I _ ~ 1 1 • / K6 I I ~ I I 191 I I I I I I I I I I i t 1 1 ~ ~ ~ r----, / I 1 O I wo I 1 1 I I J ~ I I 1 I89 I I ~ I 203 ( I 0 I I I + I I MB 1996 P6. 185 1 ~ I I I I ~ I I I I I I I I I I 188 I I 167 I 186 i 1 I I I I I I I ~ I I I I I I O + I I 185 I I I I 1 6 7933 0.182 57 9852 0.226 IDB 5431 0.125 159 7180 0.165 210 7400 0,170 486.70 -.J I I I O I ~ I I I I I I I I I O I I 184 I I \ ` L_---__--J L----J L----J L----~ ~ I I I I I I I I I I I I I I 183 182 ~ I 181 I I leo I 7 7415 0.170 58 8776 0.202 109 5568 0.128 Ib0 7153 0.164 211 7240 0.166 OPEN SPACE "B" (AMENITIES AREA) = 3.77 AC. = 164,221 SF. - _ _ I 11 0 I - - _J L_ I I O I I _ 0 / - -J L----J L-___J L-_--- I 1 1 I I I I I I I 8 8118 0.186 59 8116 0.186 110 6113 0.140 Ibl 7026 O.IbI 212 7240 0,166 TOTAL PERIMETER LINEAR FEET = 2,295.6 = 573.90 _ - _ _ L_-_-J 1----J L--_ I I ( I I I ` - _ _ _ _ _ - L____J I I 9 7916 0.182 60 9506 0.218 III 7572 0.174 162 6717 0.154 213 7178 0.165 4 TOTAL OPEN SPACE QUOTIENT = 164,221 = 286.15 - - ~p ler - - L---_J 1 _ .~~~GC I ~ - - - _ 10 6784 0.156 bl 10531 0.242 112 9132 0,210 163 7201 O.Ib5 214 8389 0.193 573.90 1 ~ - _ _ r- I _ _ _ - - - I ~ r----- ~ - - _ _ ROSABI!11E 11 ~ II 8402 0.193 62 6746 0.155 113 01 I 7150 OI = 1'FIORNTON ~ 8469 .94 64 . b4 215 %91 0.222 TOTAL NUMBER OF LOTS 256 I I I I 1 f'-------~ - - - - _ I I I I I r----7 r----i r---- ' - - - _ - WII.50EI 1NOR WIL50t11}IDRNfON .AL 12 7679 0.176 63 7551 0,173 114 8204 0.188 165 7150 0.164 I MINIMUM LOT SIZE = 5123 SF. 2 6 13540 0.311 I ~ ~ I I ® I I I i i j I I ~ ~ r----~ r----~ - - DB'i511, PI L_ I I I I IG7 I 1 I I I I I I I r ~ r----~ r ` D6 '511, PG. 18~ 13 8295 O.IgO b4 8582 0.197 115 9275 0,213 Ibb 7~8 0.163 217 9435 0.217 AVERAGE LOT SIZE = 9760 SF. 1 ------J L------J I I 1 168 ~ ~ O,y I I 170 I I i t I I ~ I 1 1 I ~ '1 r----~ r---- - I O I I I I I I ~ r---- 0 rn I r r ~ L------.J I I I I I O I 172 I I I I I I 1 1 I+ 1 1 r ~ ~ I I 1 0 1 173 I I I I 65 OI TOTAL AREA OF RESIDENTIAL 5TREET R/W ~ 11.26 ACRES 14 10857 0.249 8484 , 95 IIb 8791 0.202 167 8178 0.188 218 8651 0.199 1 I I I r------~ + I I I I I I O I I 174 11 I I + I I 1 1 ~ I I I I I L---J L----~ I i t I I I I I j 175 I I 176 j j In I I + ~ qq I TOTAL LINEAR FEET IN PUBLIC STREETS = 9439 LF 15 b%0 0.160 bb 8909 0.205 117 8917 0.205 168 8038 0.185 219 7751 0.178 TOTAL LINEAR FEET OF OFF SITE SANITARY SEWER = 2123 LF 0 I I I I I ~ I I I I L-°-J L----J I I I I I I I I 178 I I 179 I 1 ® L_ I 1 I I I O I I Kb --_J I I I I I I l_ I O J Ib 13141 0.302 67 8368 0.192 118 8322 0,191 169 7150 0.164 220 8054 0.185 L-------J I I I I I ~ L----J L----~ L----I I I ~ I I L---- J L----J L-----I I L------J L-----°J YARD SETBACKS AS PER CODE SECTION 10-2101(6)(6) 17 9251 0.212 68 7569 0.174 119 13303 0.305 170 7150 0.164 221 8242 0.189 N = I ' I r-------~ \ ~ ~ ~ I r------~ r-------~ \ r----------, I I FRO T 0 MIN, I 246 I I I I I i 146 I I \ 1 1 1 f r---- 1 I 165 I ~ O I ! 145 / \ ~ r---- __J IS 5723 0.131 69 7320 0.168 120 8582 0.197 171 7150 0.164 222 5952 0.137 REAR 20' MIN, I 1 1 1 I 11 I I \ \ I I I I 1 1 I I I I ~ r---, L-- I I I I I I I 1 \ ~-J ~ /i I i \ 129 1 11 I I I I 1 1 I I i 1 I l______J L______J \ 0 19 6939 0.159 70 6600 0.152 121 11640 0.267 172 7150 0.164 223 5689 0.131 AGGREGATE FRONT AND REAR = 40' -------1 I `~~i j ~ \ 11 1 128 I I Y!! I I I I I I ~ i j I \ O I26 I I \ I O @5 y~ I r ~ r 7 I I 1 130 1__ 1 1 1 I I I O I I @4 I 1 97 I 20 8858 0.203 71 6600 0.152 122 9312 0.214 173 7150 0.164 224 5576 0.128 SIDE = 5' MIN. i I O \ - I I I I I I I ~ / 1 I I I O I I I 24r' I I 147 / / I I ~ I I I I I I 1 I I 11 1 I I O ~ 1 I I I I I L----J 21 11380 0.261 72 b60o 0,152 123 8248 0.189 174 7150 0.164 225 6190 0,142 AGGREGATE SIDE = 15' I _J I ® I I ~ I I / 144 I L---J L-----J L I I I I I 0 I ~I I I I I I ! / ____J L____J L____J I I I 1 1 I r. J ~ l 22 8923 0.205 73 6600 0.152 124 8010 0.184 175 7150 0.164 226 7139 0.164 CORNER SIDE = 15' MIN. (ADJACENT TO COLLECTOR STREET) I 23 8103 0.186 74 7262 0.167 125 7655 0.176 176 7150 0.164 227 6792 0.156 10' MIN. (ALL OTHER STREETS) t 1----j ~ L-----J I I~ I \ ~ I I I r------~ r------~ ~R + I ~ _ _ I + \ ~ I 244 I I I I I I ~ ~ f I I R - - - 24 9221 0.212 75 7061 0.162 126 7742 0.178 177 7150 0.164 228 5936 0.136 / ~ 1 I _j I 206 I 1 K3 I I 1\ / I I 1 h~ _ a ---I L----J \ ~ I L----- O I I I / 131 ~ 0 25 7026 0.161 76 6115 0.140 127 9136 0.210 178 7150 O.Ib4 229 5930 0.136 ~ I I I 148 \ / I I 0 \ ~ - \ \ f 1 0 r ~ r / 1 I 143 I I , \ \ L______J l 0 I 26 6604 0.152 77 6206 0.142 128 8366 0.192 179 8611 0.198 230 5181 0.119 N1IPACTED AF1EA /AKEA mq 27 6828 0.157 78 6206 0.142 129 8553 0.1% 180 8354 0.192 231 5400 0.124 AREA #1 245.30 SF ~ / / \ C. I I 243 I I I I 1 r' ------1 ~ ~ r I I I I ~ I I 1 L_ ~ ~ \ ~ II I I I I I I 1 I I I f•- 1// I I I I I I 123 I 100 I K2 l I I I 1 0 1 28 8427 0.193 79 6206 0.142 130 102% 0.236 181 8170 0.188 232 5400 0.124 0.0056 AC. i 11 I I 0 - ~ - - I O I 149 I I I - 1-----1---~--- I 10 I ~ 1 I I I f I \ I I I I _J I I 142 / 132 I Ci3 I I 134 -J - - - - - - U~.li1f WETL.APD AREA - - - - - - - - - - - 29 9769 0.224 80 6392 0.147 131 10087 0.232 182 8172 0.188 233 6908 0.159 AREA #2 3464.20 SF I O II - _ ~ ~ I ` _ - '1 L----- I ~ - I L---- 1 I - 1 r----- __J ~ I I I I r------- ~ i q4 ' - - I I ~ ~ 1 I - I I ~ I I 1 + ~ f I I L----J ~ ~ I~ I 242 I I I I + I I ~I' r------- L---------J I I I l 1 I I I 30 %92 0.222 81 7322 0.168 132 12137 0.279 183 8%9 0,206 234 7159 O.Ib4 0.0795 AC. AREA #12 240.84 SF 1 1 I 1 I I KI I 1 150 I I ~ L----J l ! I I 122 l o l f----~ 210 O 1 I I ----r I 0 31 6407 0.147 82 7075 0.162 133 8658 0.199 184 8204 0.188 235 7145 0.164 AREA #3 2876.11 SF 0.0055 AC. i - ~ - - - - ~ 1 I I _J I I NI 1 \ / 1 L----J 1 1 ~ ------t I __J L----- -----J I I O I " I I 193 1 1 r L__-- I 'd 0 1 32 6992 0.161 83 9212 0,211 134 11344 0.260 185 8215 0.189 236 7150 0.164 0.0660 AC. AREA #13 2858.50 $F 0.0656 AC. + I 241 I r I I I 1 I n\ ~ / , I 33 8455 0.194 84 8252 0.189 135 8846 0.203 186 8226 O.ISq 237 7083 0.163 AREA #q 275.09 SF ~ ~ I 1 I I I I I I r------- I\ \ / / I 102 I I j I 211 I I I I ~ j I ~1 I l I 135 ~ ~ I I f ~ \ I 0 I I I ~ 121 ___J I 34 7417 0.170 85 8568 0.197 136 II086 0.254 187 8237 0.189 238 7016 0.161 0.0063 AC. AREA #14 75.56 SF 0 L_ I 1 I I I I\ ` O 1 __J L_---°J I I I 140 I I \ \ I i / I I 92 I AREA #5 1104.06 SF 0.0017 AC. 35 7503 0.172 86 7768 0.178 137 10576 0,243 188 8248 O.ISq 239 7083 0.163 0.0253 AC. AREA #15 2561,Iq SF 36 8507 0.195 87 8132 0.187 138 8116 0.186 189 8259 0.190 240 6747 0.155 0.058$ AC. 1 1 240 I r I I I f i + l-''-' \ \ i I 1 103 I I r-- I I I ~ I 1 I I 1 159 I \ \ \ , / / ~ ` I O I I i I 0 1 I \ 137 , ~ ~ I 1 1 1 88 9197 0.211 AREA #6 222.65 SF 37 8796 0.202 139 8071 0.185 190 8270 0.190 241 6944 0.159 0,0051 AC. AREA #I6 3673.96 SF ~ I 1 O / ` I ( L------ 1 212 I ( I I I I 152 1 \ ~ \ 120 ` I I I 1 ~ O J L-_--J 1 91 I _ I J L---__-J ~ 139 ~ \ \ ~ ~ ~ i / ~ I 38 9221 0.212 89 7294 0.167 140 7675 0.176 191 8162 0.187 242 6489 0.1~ AREA #7 2002.92 SF 0.0843 AG. I I -1 L-' \ \ / \ ~ \ ~ / / 1 I 39 7177 0.165 90 6118 0.140 141 8030 0.184 192 11776 0.270 243 7211 O.ib6 0,04(00 AC, AREA #17 2016.80 SF / 1 'll 1 r---- r I \ 1 \ ~ ~ \ `J / 119 1 I I 1 N/F ~ + I 1 I f'' \ \ \ / \ ' I O 1 I r l I ® I 56 ~ I I~ I 11 I O 1 \ , \ i \ L- I I I 40 12837 0.295 91 5453 0,125 142 728q 0.167 Iq3 7879 0.181 244 7536 0.173 0.0463 AC. WAKE COUNTI' PUBLIC SCHOOL SYSTEM + I m3 1 1 1 I 153 \ ~ \ \ I --_J I I O L_---- I 136 I 90 I AREA #8 2585.55 SF 41 13345 0.306 92 5400 0.124 143 8430 0.194 194 8381 0.192 245 7288 0.167 0.0594 AC. D~ 7861, PG. 523 I J 1 1 I"'~ 1996, PG. 165 i ~ f--- 1 f _ _ \ ~ : ~ I I I I I I I I ------'1 1 ~ \ / i / I 3~S r----- ~1 I I ( r f'-_ f 1 1 23B I ~ 1 1 \ / ~ 1 ~ \ ( II5 1 a %p 1 / l 1 1 - I 93 5407 0.124 # TOTAL 11426.85 SF 42 6629 0.52 144 10626 0.244 195 7362 0.169 246 7284 0.167 AREA q 1378.73 SF 0.2623 AC. I I + O I 157 / / I ~ , \ / ! 1 I , \ O I I I l ' I I I I 214 1 1 \ / / I I i I \ ~ \ / 1y / r. r I 43 7194 0.165 94 5420 0.124 145 10681 0.245 I% 8656 0.199 247 7801 0.179 0.0317 AC. + 0 1 I 1 , I I I I n O 44 6513 0.150 95 5433 0.125 146 11921 0.274 197 15326 0.352 248 8501 0.195 AREA #10 7514.27 SF 0~5 ~ ' I I / ~ 156 1 I + 1 154 \ \ \ ; ; .1 ~ I I / O \ ~ \ v . ~ 106 / I r ~ ~ I 0 , 45 5552 0.127 % 5446 0.125 147 11556 0.265 198 11424 0.262 249 8268 0.1% 0.1725 AC. , ~ ~ ~ ~ --_J L---J L-..-.' I~ 114 ~ IIb I I ~ \v/ / j 46 7441 0,171 97 5460 0.125 148 7802 0.179 199 17286 0.397 250 6873 0.158 AREA #11 4012,46 SF 5 I I L----- I 215 / ^ i \ \ \ I I , ) C ( / / \ \ / / \ I 1 O / / ~ I 47 5(087 0.131 98 5473 0.126 149 7033 0.161 200 9708 0.223 251 6639 0.152 0.0921 AC. N/F I I I i II ~ ~ I I , / / I MIC41E NkILAlDBBOIA~DAflY(11'PICw I I / / _ i \ `~J L-~' , / / ~ ` MICHELLE E. 51'EED 48 5499 0.126 99 6013 0,138 150 7032 0.161 201 8182 0.188 252 7588 0.174 I I / / ) ~ ~ 113 > ~ . ~ I G I I ~ 0 ( i / DB . I I II 236 1 + , , / \ \ ~ / ) ` I I I O , / / / - \ \ , \ , \ 106 / 87 `J ~ 5873, PG. 415 TOTAL 25681.34 SF 49 5301 0.!22 100 6097 0.140 151 7513 0,172 202 7688 0.176 253 ,8468 0.14 0,589! AC. ~ 0 I L---- / 216 , / ! / _ \ \ \ 1 1 \ ~ \ \ , / 50 5526 0.127 101 5400 0.124 152 6391 0.147 203 7370 0.169 254 10469 0.240 I I ' / / 1 / 1 r f- \ \ 222 ~ ~ ~ 1 1 1 ; 1 1 109 \ / ~ ? j / 51 6017 0,138 102 5400 0.124 153 6824 0.157 204 6933 0.159 255 6464 0.148 I I j ~ I % % 217 / j ~ I I i i I 1 \1 i' ~ ~ 1 11 III 11 11 IIO 11 1 ~ ~ ` / / I II I / / 1 I \ , / \ \ 1 O 1 ~ ~ I 0 I ~ I I 216 1 1 I I I I 711 / \ 112 1 1 ~ 1 1 n O I 256 7649 0.176 IO , 1 0 I I 219 1 1 I I V ~ O 1 1 1 ~ ~ / I / 1 \ 1 i ~ / \ ~ \ I r I ~ / , I I I < / \ \ / / \ I I 1 I I 1 r---~ r---~ r-- / ~ ~ 1 \ \ j/ \ r I I I I -r r--~ \ \ \ I I I I I I 233 I I I I I I I I ~ r---- ' \ \ ' \ ) O II II , \ \ / / I I I I I O I I 231 I I I I r---- \ " 1~ L \ ~ / r`. I I I I I I I I I zz9 I f 7 \ > ,--T1 1 a , / -J L----/ L---J -J L 1 I ~ / i ! / \ ~ II5 -'1 r 11 1 1 \ . " ' / ! r I - 10 1 , I 1 / -1 1 - l~ , -'1 ~ 1 1 O 11 1 1 I l I ? _ ® 1 I I / 1 \ 1 1 1 1 J I I - - - - ~ ~ / ~ 1 \ 76 1 1 L 1l r- \ \ 1 I \ ~ I I ~ < 75 I I r__-- n \ . ; ~1REJ1118 I~ 1 ~ I ~ _ \ / \ \ ~ , , \ I I I I ' ~ / \ \ ~ AREA Iq6 , ` ~ I 1 I ~ ~ \ AREA 116 ~ ` ` 1 I I ~ 1 I . \ / / . ` 27 ~ 0 ~ ~ ~ - ~ I I I 1 % / ) ~ •:~a:•.: _ ; ~ AREA s<15 \ ~ I . / 2 I I 5 I / ~ 26 / ~ ~ ~ ~ 0 ~ I , I 1 I I I , , , . , ~ , n s~ , , L--- ~ , - ~ 0 / / ` 1 l I 0 ~ . , ~ Porro , . I / I I1 /7~ 'J lr I 24 > ! ~ \ ~ ~ ~ ~ OPB~l~ACE~A~ ~ I ~ \ / / / \ / ~ ~ , i . i , ~ \ ~ ~ ~ ~ I I I / / \ ~ , \ / / C 31 ) \ / , \ / III \ .w~:: ~ ~ i i / / 7 , \ ~ \ ~ ~ / \ / \ , / III ~;x.;~::~;;.~ , ~ PERRY CREEK, L.L.C. i ~ DB 7818, PG. 317 ~ 1 0 0 / I C ~ , \ \ , \ \ , ~ O I I 67 ~ ~ MB 1997, PG. 1064 ~ ~ ~ I r-----, 31.5 \ \ , \ ~ 32 / \ / \ \ /C\ / , O V - / i / I / 1 / % \ ~ ` > / AREA ~ i j~ ~ / / ~ ~ ~ i \ ' ~ / , 9 III ~ i I C~\ ~ ~ / \ ~ K . \ ! n ~ I ! n \ 1(471 4~, ~ (u1 ~ . ~ lo\ 1 - - I 34 1 \ / / ol> 1 I . \ \ FUTURE < AMENITIE5 L / AREA 43 J~o 3), 1 0, n ? I I 61 1 / I 3 ( \ \ J/ O I i I IB I r__ ~ \ \ \ \ ~ ; . 1 I 1 I \ OPEN SPACE 'Er AREA a v' 51 ? . . \ 37.5'R 37 52 > 11-00" )PI SEE NOTE #7 53 r 40 1 1 59 ~ 1 1 1 1 1 ~ 1 ` ` / 1, 54 I I I I I I 1 1 _J % Jl I 1~ I I I I ~ I I! ~ WF 1 1 I I 55 OPI PROPERTIES INC. J I I I I 5e I . ax "L I D8 ~ PG y ` AREA NI7 ` 1 - _ DATE DATE REVISION INITIAL ® WETLAND IMPACT MAP PROJECT # :1351-0001.OR 3/i0/9q 3/10/9q REVISED AREA III GML v DRAWN BY : JFC 100' 50' 0 100' 200' FOR COMP. FILE : SIIPSWET.DWG ENGINEERS, SURVEYORS AND PLANNERS SHEET # :i OF I NEUSE CROSSROADS SUBDIVISION 5625 DILLARD ROAD, SUITE 117 SCALE: 1" = 100' CARY N.C. 27511 TEL:(gi9)233-8081 SCALE: I" = 100' DATE: 4-1-q8 FAX:(gl9)233-8031 DATE: NEUSE TOWNSHIP WAKE COUNTY NORTH CAROLINA