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HomeMy WebLinkAbout20040531 Ver 1_COMPLETE FILE_20040406i W A TFI Michael F. Easley, Governor Q G William G. Ross Jr., Secretary j ? North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director p 'C Division of Water Quality August 26, 2005 DWQ # 20040531 Wake County MAIL - RETURN RECEIPT REQUESTED D. R. Horton Attn: Mr. Britt Spivey 3949 Downing Place Raleigh, NC 27609 Subject Property: Downing Village UT to Crabtree Creek [03-04-02, 27-33-(1), C NSW] NOTICE OF WITHDRAWL Dear Mr. Spivey: On April 6, 2004, you requested a 401 Water Quality Certification from the Division of Water Quality (DWQ) for your project. We wrote to you on April 14, 2004 discussing concerns that we have regarding the design of the project and stating that it would be placed on hold for three weeks giving you time to address DWQ's concerns. As of today, DWQ has not received a response to this request. Therefore, your file is hereby considered withdrawn and will not be reviewed until DWQ's earlier concerns are addressed. Once you have collected sufficient information to have a complete application (please see our April 14, 2004 letter for the missing information), you will need to reapply for DWQ approval. This includes submitting a complete application package with the appropriate fee. I i Please be aware that you have no authorization under Section 401 of the Clear Water Act for this activity and any work done within waters of the state would be a violation of North Carolina General Statuses and Administrative Code. Please call Mr. Ian McMillan at 919-715-4631 if you have any questions or concerns. Sincerely, Karoly, Supervisor versight/Express R iew Permitting Unit cc: Raleigh DWQ Regional Office Raleigh Corps of Engineers Central Files File Copy Sean Clark, S&EC, 11010 Raven Ridge Road, Raleigh, NC27614 Filename: S:\2005 Correspondence\04-0531 Downing Village (Wake) Withdrawl.doc Nom Carolina ?tura!!? 401 Oversight/Express Review Permitting Unit 1650 Mail Service Center,' Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786 / FAX 919-733-6893 / Internet: http://h2o enr stlte nc us/ncwetlands An Equal Opportunity/Affirmative Action Employer - 50% Recycled/ 10% Post Consumer Paper imap://debbie.edwards%40dv ;.denr.ncmail.net@cros.ncmai1.net: 143/... I i I Subject: Downing Village (DWQ#04-0531) From: "Sean Clark" <sclark@sandec.com> Date: Tue, 11 May 2004 15:53:53 -0400 To: "Debbie Edwards" <debbie.edwards@NCmail.net> i Debbie, The engineer is working on a response to your letter for this project. Please do notl"withdraw" the permit application. Most likely they will be crossing the stream with an open bottomed culvert to avoid the impact. I have told them that you will still want to see info about the crossing and will still require the diffuse flow info. I Sean Clark Soil & Environmental Consultants, PA 919-846-5900 I Iof I 5/11/2004 5:34 PM 04/04/2003 1 :15 FAX 19198770526 DR IfORTON RAL 0001 7-6 -' Seo-m Clal? Soil & Environmental Consultants, Pct 11010 Raven Ridge Road • Ralcigh, North Carolina 27414 • Phone. (919) 846.5900 - Fan. (919) 346-(,467 -w-SandEC.corn AGENT AUTHORIZATION NORM All Blanks To Be Filled In By The Current Landowner Name: I _ -D. rTa r4d n ? h L • A? h ' rip i ? ? - -- - - - Address: 39y 9 ro t m n %n c, ?/a C? Phone: 9l9 S7 7 - q-58' Project Name/ Description: 77 rnX /V, Date. !y/ti?o3 The Department of the Army U.S. Army Corps of Engineers, Wilmington District P.O. 13ox 1890 Wilmington, NC 28402 Attn: _ ! pp1 A t?fPs2 Wr Field Office: title c,( Re: Wetlands Related Consulting and Pen3titting To Whom IIt May Concern: i, the current I?roRff!y owner, hemby designate and authorize Soil & Environmental Consultants, PA to act in my?j behalf as my agent in the processing of permit applications, to furnish upon rtx1uesl supplemental information in support of applications, etc. from this day forward. Tlie y"'A day of Aa'd. Z00-3 This maotifkation supersedes any previous correspondence concerning the agent for this project. I NOTICE: I This authorization, for liability and professional courtesy reasons, is valid only for government officials to enter the property when accompanied by S&1;C staff. you should cUl S&EC to arrange i site meeting prior to visiting the site. PrintPropetty Owner's Name Property e s Signature cc: Mr. John Dorney cc: W. Scan Clark NCDFNR - DWQ Soil & Environntenta.l Cons ultants, PA 2321 Crabtree Boulevard Raleigh, NC 27604 1 Chnr c ffic C recgsboro fic?. PMB 291,3020-1 P i spcrity Church Road 3817-E i iwndalc Drive ;3iiknrt rJtic r. 910 8o51011 Rxid Charlotte, NC 28269-7197 GreenRhoro, NC 27455 Phone: (704) 720-9 05 Tay)unvd1c'. tiC 28681 x Phonc: (336).540-8234 Fax: (704) 720-9406 Fax: (336 54 8 None i 1231 '•' ` '8•'•'j ) 235 0- fns Des •'_ ( C M, J'J,FA 2\ IW T Z ? ll b ` 3 _ + ?? • •? ? ' ° 1 II II - Sa h l ? Dhri3tsl ?? i- • ? '" 1 ms's. ` O 142 1, `? • 5}/ ; •? E • r• ? D F ? .r 11-- ,t • _ M 305 ?A DD 76 l . ? , 4 I 1 rte=-= -! s? it - _= - ) r i t31 V11 i /Ql% B1 Y ID _ CARY, N. C. SE/4 DURHAM SOUTH 15' QUADRANGLE 35078-G7-TF-024 1 PHOTOINSPECTED 1988 1973 l PHOTOREVISED 1937 DMA 5255 IV SE--SERIES V842 Project 9. Sealer ^- 02.7195 1"=2000, Figure 1- Cary, NCB Pr ject Date: I Soil & Environmental Consultants, PA o C htgr.: sc Srzoro Quadrangle 11010 Raven Ridge Rd,- Raleigh, NC 27614 Morrisville-Ten Tract (919)846 5900 • (919) 846-9467 Torrey Homes Web Pago: www.SandEC.com Morrisville, Wake County, NC ???cF213i f C Ll)?V? v 1 y ?`r ? I Nl 1 `` ?? J S tl/ ? ? . r 1 ? j ? ? ? \ t ? ? ? ? J f ? ? ? . r { , r t . 1 3 ? ?!' -"c"tic 'kl } ?•;? I:? ? \ 1 }JJ ,3? ]}- ,rj /q 5 / \?? , ?.l t ` ?J` ???/\ }4,•? { ?! /? r :Z t U, c n 1 ' t,x lz2: ? a ?:? ? j /: A ?.?rr i it ?i •? 11( ?? z .1 C ..y?t .rf 4 :•"C. Vt! C ?"?'.. +? T , ?I t1S1/ ? `4 f? ?1 1j \t 4 ?? .f /• ` n / I d.?tp? + t 1 y ? ? ? ' i t Y K \ t y, I- V. R 1 C+r?•?` t ,,,,c ., 4 ?Y ??i 1( ?? /y`, ``\?r?r3z f t`-? c y< ?# rz? R` 71-i 1 ? P;I 5? fhY \ Psp1 r ; f ;'?: i ?? ,2 z ; r v d 1'Y I! 4 f i ?1? r c ? 4 2 ? ? ? ' ? `._•`? _.ff iE 'j{ q t i1 I 15?rrfxvi) e 1? ?? \:?. ? -fA , a ??'F 1 I F : 1 \ ? • ' ?? ? ? ? :- ?'1 ate r62 ? ' ? 1 ? t ? p ? ff c? ? ? - r I'M ,. Af >c { JA. 1N? d U •C ,?. a r f? 1 { r 1'.1112 ar,X At rr - - n cr) r ) \`. ?'- ., 1 5 Jt t f 4t R ! Y Project oiatss sale, 1' = 1320' ure 2 - Wake County Fi ? PA sultants l C t i E il Project My.: SC oate:I MOM g Soil Survey, Sheets 36 8 , on ronmen a nv & • b So 11010 Raven Ridge Rd.- Raleigh, NO 27614 67 46 (919) 846-5900 • (919) 846-94 I M rrisville-Ten Tract Web Page: vnvw.SandEC.C0M 1 Torrey Homes Morrisville, Wake ke County, NC U.S. ARMY CORPS OF ENGINEERS Wilmington District Action ID: 200320868 County: Wake NOTIFICATION OF JURISDICTIONAL DETERMINATION DEC 1 Property Owner D.R. Horton. Inc. Attn: Mr. Britt Spivey- Address 3949 Browning Place Raleigh. North Carolina 27609 Telephone Number 919-877-9557 Authorized Agent Soil & Environmental Consultants, Inc. Attn: Sean Clark Address 11010 Raven Ridge Road Raleigh, NC 27614 Telephone Number 919-846-5900 Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is located on the north side of Morrisville-Carpenter Road, west of.Monisville, Wake County, North. Carolina. Basis for. Dletermination: The site contains stream channels with indicators of ordinary high water. marks, located adjacent to an unnamed tributary to -Crabtree Creek 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 Ijurisdictional 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 0f the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will review it, arid, 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 riot 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 Andrea Wade at telephone number (919) 876 - 8441 extension 31. Ql- Project Manager Signature Date i 11 December 2003 Expiration Date 11 December 2008 SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND DELINEATION FORM MUST BE ATTACHED TO THE FILE COPY OF THIS FORIVi. State of North Carolina Department of Environment and Natural Resources Raleigh Regional Office Michael F. Easley, Governor William G. (Bill) Ross, Secretary LE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RcsOURCEs... .,, Division of Water Quality February 26, 2003 Sean Clar Soil & Environmental Consultants, Inc. 11010 Rayen Ridge Road Raleigh, NC 27614 i rn? Subject: Revision of letter dated 7/26/02 Neuse River Basin Buffer Rules NBRRO 02-152 Morrisville-Ten Tract S&EC #02-7196 Morrisville, Wake County, NC Dear Mr. 'Clark This letter will serve as confirmation of the buffer determination made by S&EC at the subject property referenced by the Raleigh Regional Office as NBRRO 02-152. On July 24, 2002, I conducted a site visit of the features involved in the above referenced project as identified on the attached figures 1 and 2. It was determined that features A, B, C, D and E shown on the Wake County Soil Survey and on the USGS Cary , 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 TlSA: 02B.0233 (NCAC .0233). Feature A is subject throughout property. Feature B is subject and starts at flag S-02. Features C and D are not subject. Feature E is not subject within property I oundaries. Features F and G are off property. I 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 yo u for your attention to this matter and if this office can be of any assistance or if you have additional questionsl, please do not hesitate to contact us. Sincerely, Deborah Edwards Environmental Specialist I cc: J9hn Dorney/DWQ ake County 1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone (919)571-4700 FAX(919)571-4:718 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper MAR-12-04 11:01 AM EL A. 'ODD d'AMBRO5I UISBAN PLANNING/ LANDSCAPE ARCIIITISCTURIS CIVIL ENGINBERING/LAND USE CONSULTING LBT'i'ER OF TPA. SWITAL r? c TO: 'I FROM THANanTIU6 Imo-, DATE; ETd PROJEcr NAME EM PROJECT NUMBER: CC: , ? MAIL DMIMY T ANSMn = r•OR YOUR: [] MMRMAnON USE Atf:tctlments: -to-oq- W4JI ?J& V I A. X21 m PICKUP [] RMUW P.©1 'I 2401iYESTON PAJZKWAY•SUITB 203 • CARY, NORTI{ CAROLINA • 27523 USA (OMM 1.919.678.2071 • (IA), 1.919.67&.1290 (HMAIL) eldOreleaoiteh.n.t MAR-12-04 111:01 AM t ?I I N 6v, 1 4-".+ (77n) i (0 4,•t? t;11? Z 3?? 5 ; 5 t 41 Z3) C ?7o0) Lwd' 5811) I) 173 11 117-5 73,591 70 2??go7 1 ? .cG.. Illy © I?Z'?? 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Sullins, Deputy Director Division of Water Quality April 14, 2004 DWQ # 04-0531 Wake County CERTIFIED MAIL - RETURN RECEIPT REQUESTED I D.R Horton Attn: Mr. Britt Spivey 3949 Downing PlA,ce Raleigh, NC 27609 i Subject Propertyi Downing Village Dear Mr. Spivey: On April 6, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to fill wetlands or waters for the purpose of constructing a road crossing, footbridge, and greenway crossing in Wake County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above to your reply. 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. i 1. Please show all stream impacts including all fill slopes, culvert size, dissipaters, and bank stabilization on the site plan. 2. Please provide cross section details showing the provisions for aquatic life passage. 3. Please provide the location of all proposed stormwater management practices as required by GC 3402. 4. Please provide details for the stormwater management practices as required by GC 3402. 5. Please indicate the diffuse flow provision measures on the site plan or provide another mechanism to remove nutrients from the stormwater. Please telephone Debbie Edwards at 919-733-9502 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 information is received. If we do not hear from you by writing or by fax at (919) 733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn. I Sincerely, JRD/bs n R. Dorney 40 Water Quality Certi [cation Program cc: Raleigh DWQ Regional Office Raleigh Carps of Engineers Central Files File Copy Sean Clark, S&EC t?vA R'rrCUERA 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) (919) 733-1786 (phone), 91q-733-6893 (fax), (httn://h2o.enr.state.nc.us/ncwetland Customer Service #: 1-877-623-6748 p © Soil & Environmental Consultants, IAA 11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: (919) 846-5900 • Fax: (919) 846-9467 www.SandEC.com April 6, 2004 US Army Corps of Engineers NCDENR-DWQ Attn: Ms. Andrea Wade Attn: Mr. John Dorney 6508 Falls of the Neuse Rd., Ste. 120 2321 Crabtree Blvd Raleigli, NC 27615 O"I , / ,as 3) Parkview Building RV IIM&17?VGROUP RE: Nationwide Permits 39, 12 and Buffer Compliance APR 0 S 2004 Downing Village Subdivision Morrisville, Wake County, North Carolina WATER QUALITY SECTION S&EC Project #: 7196.W0 Dear Mrs. Burdette and Mr. Dorney: Army Corps of Engineers (USACE) to use Nationwide Pennit (NWP) 39 for proposed permanent impacts to an intermittent stream resulting from a residential road crossing. The applicant also requests the use of NWP 12 for the purpose of temporarily impacting Indian Branch with a sewer line. Additional buffer impacts are requested for the purpose of installing a footbridge to span Indian Branch. Written concurrence is requested from the North Carolina Division of Water Qualit)?that states that the project complies with the Neuse Buffer Rules and GC3374 and GC3402. A Pre-construction Notification Application (PCN) is attached, which includes an Agent i?uthorization Form. I The site is approximately 58.47 acres in size and is located north of Morrisville-Carpenter Road (S.R. 3014), approximately 3,500 feet east of the intersection with Morrisville-Carpenter Road and Davis Drive (S.R. 1613), in Cary, Wake County, North Carolina. Please refer to the attached maps (Figures 1 and 2) for the project's location on a USGS topographic quadrangle and soil survey neap, respectively. On behalf of D.R. Horton, Inc. (property owner), we hereby request authorization from the US The purpose of this project is to construct a residential subdivision that will meet the demand for housing in this area. Proposed impacts resulting from a road crossing will total 113 linear feet of intermittent stream, 0.157 acres to Zone 1 and 0.093 acres to Zone 2 of the Neuse Buffers. In addition, 0.115 acres of Zone 1 and 0.045 acres to Zone 2 of the Neuse Buffers will be impacted in order to construct an arched wooden footbridge across Indian Creek. The proposed sewer crossing will impact 18 L.F. of perennial channel and 1200 ft2 of Zone 1 and 800 ft2 of Zone 2. The see er line will parallel the northern side of the bridge. S&EC evaluated the site for wetlands and Waters of the U.S. subject to the Neuse Buffer Rules in June 2002. On July 24, 2002, S&EC personnel conducted a site meeting with Ms. Deborah Edwards of the NC-DWQ to determine the starting point of riparian buffers. A copy of Ms. Edwards letter is attached (NBRRO 02-152). A jurisdictional determination was conducted on this site! on June 21, 2003. On December 11, 2003, Ms. Andrea Wade with the USACE granted a Charlotte Office: 236 LePhillip Court, Suite C Concord, NC 28025 Phone: (704) 720-9405 Fax: (704) 720-9406 Greensboro Office: 3817-E Lawndale Drive Greensboro, NC 27455 Phone: (336) 540-8234 Fax: (336) 540-8235 Hickory Office: 622 Coon Mountain Lane Taylorsville, NC 28681 Phone: (828) 635-5820 Fax: (828) 635-5820 April 6, 2004 S&EC Project #: 7196.W0 Page., of 3 wetland determination for the site (AID 200320868). No previously issued permits are known to exist for the site. I Buffer Compliance i A reside j tial road (Impact 1), wooden footbridge (Impact 2) and a sewer line (Impact 3) will impact zones 1 and 2 of the Neuse River Buffers. Impact 1 will impact 4,734.97 square feet (0.1087 ;acres) of riparian buffers (Zone 1= 683.89 ft'; Zone 2= 4051.10 ft2 ). Impact 2 will impact 6+969.6 square feet (0.160 acres) of npapan buffers. The sewerline will impact 2000 ft2 of riparian buffer (Zone 1= 1200 ft2; Zone 2= 900 ft2).• I rbsion and siltation control devices will be used during construction of the road crossings. Nationwide Permits 39 & 12 In order to access upland areas in the northern portion of the property it will be necessary to impact 113 linear feet of intermittent stream. In order to minimize impacts, the applicant will cross the channel at a perpendicular angle and install a culvert in such a manner so as to allow for the required aquatic life passage. The applicant will employ appropriate erosion and siltation controls during construction. This project will comply with the general and regional conditions of NWP 39. No wetlands will be impacted by the proposed road crossing. The proposed sewerline will cross Indian Branch from the residential project and tie into an existing sewerline on the eastern side of Indian Branch. The sewerline will cross the creek at a perpendicular angle and temporarily impact 18 linear feet of stream channel. Buffer impacts resultin., from the utility line will be 2000 ft2. The proposed Greenway trail will cross Indian Branch it a perpendicular angle and will span the stream channel with no proposed impacts to the stream. Proposed buffer impacts resulting from the greenways installation will total 6969.63 W. The sewerline cannot be placed directly under the greenway's footbridge because it would impede the footbridge's concrete abutments. The sewerline was placed as close to the bridge as the Town of Cary's requirements would allow minimizing the total impact. I The USACE's current policy requires applicants to avoid and minimize wetland and stream channel impacts to the maximum extent practicable and may require compensatory mitigation to offset uriavoidable losses of waters of the US when impacts exceed the thresholds for notification (0.10 acre) or if a discharge causes the loss of any open waters. hupacts on site have been limited to a single road crossing. The Town of Morrisville had previously proposed crossings of both Indian Branch and the unnamed tributary to Indian Branch. In an effort to minimize impacts, the Indian Branch crossing was eliminated. To further minimize impacts, the road will cross the intermittent tributary perpendicularly. Typically, impacts to intermittent stream channels do not require litigation, therefore, S&EC does not believe mitigation should be required by the USACE; for this project. If for some reason mitigation is required, the client proposes payment to the NC-1 EP. NC-DWQ's current policy requires mitigation for perennial stream impacts of greater then 150 linear feet per project. There are only 113 linear feet of proposed stream impacts to an intennittent stream and no proposed wetland impacts, therefore, mitigation is not proposed. DWQ also requires riparian buffer mitigation for stream crossings resulting in greater than one- April 6.200? S&EC Project #: 7196.W0 Pa,7e 3 o f 3 third of an acre of impacts per crossing. Because each proposed stream crossing results in less than one-third of an acre of buffcr impacts, no I 1 Sincerely, iv Aaron Cooper Environmental Scientist Attachments: buffer mitigation is proposed. Sean Clark Environmental Scientist Pre-construction (PCN) notification form Agent Authorization Form Site Location Map-USGS (Figure 1) Site Location Map - Soil Survey (Figure 2) Proposed Impact Maps Notification of Jurisdictional Determination (AID 200320868) NC-DWQ Neuse Buffer Letter (NBRR0 02-152) Calculations 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 "loot Appncaoie or iwti .? 1. Processing i 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ® Riparian or Watershed Buffer Rules ?' Section 10 Permit ? Isolated Wetland Permit from DWQ ®I 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39 & 12 1 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: ? 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: ? II. Applicant Information 1. Owner/Applicant Information Name: D.R. Horton. Inc. Mailing Address: Attn: Mr. Britt Spivey 3949 Downing Place 1 Raleigh North Carolina 27609 { E Telephone Number: 919-877-9557 Fax Number: Not Available E-mail Address: Not Available I 2. AOnt/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: Mr. Sean Clark Company Affiliation: Soil & Environmental Consultants, PA Meiling Address: 11010 Raven Ridge Road Raleigh NC 27614 Telephone Number: (919)846-5900 Fax number: (919)846-9467 E-mail Address: SClark@SandEC com Page 1 of 9 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Downing Village 2. T.I.P. Project Number or State Project Number (NCDOT Only): NA 3. Property Identification Number (Tax PIN): 074516749648 & 074516834762 4. Location County: Wake Nearest Town: Morrisville Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): The project site is located north of Morrisville Carpenter Road (SR 3014), approximately 3,500 feet east of the intersection of Morrisville Road and Davis Drive (SR 1613). 5. Site coordinates, if available (UTM or Lat/Long): 035°49'35.13"N / 078°50' 16.77"W (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): ± 58.47 Acres 7. Nearest body of water (stream/river/sound/ocean/lake): Indian Branch and UT to Indian Branch. 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://b2o.enr.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: The site is an undeveloped, wooded tract. Page 2 of 9 10. Describe the overall project in detail, including the type of equipment to be used: The nronosed nroiect is a sinule-familv and townhome residential subdivision with the tniical utilities (i.e., sewer, water, electric etc.) One perennial (Indian Branch) and one intermittent stream will be impacted to provide a residential road crossing, a wooden fo6tbridge egr enway trail crossing and sanitary sewer line crossing for the proposed Wwning Village Subdivision. Tvnical excavating and uradine eauipment will be used IV. V. 11. Explain the purpose of the proposed work: One road crossing of an intermittent stream is proposed in order to access contiguous portions of the subdivision. Indian Branch will temporarily be impacted by the installation of a sewerline from the subject property to an existing sewerline on the eastern side of Indian Branch. The Neuse River buffer will also be 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 bufferl'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. No previously issued permits are known to exist for the site. Ms. Deborah Edwards with the NC-DWQ visited the site on July 24 2002 to determine the starting point of riparian buffers. Both features proposed for impacts are buffered. A copy of Ms. Edwards letter is attached. A jurisdictional determination was conducted on this site on June 21, 2003. On December 11, 2003, Ms. Andrea Wade with the USACE made a jurisdictional determination on the site (AID 200320868). 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. VI. Prop it is wetla provi and t plan. sed Impacts to Waters of the United States/Waters of the State he applicant's (or agent's) responsibility to determine, delineate and map all impacts to [ds, open water, and stream channels associated with the project. The applicant must also e justification for these impacts in Section VII below. All proposed impacts, permanent mporary, must be listed herein, and must be clearly identifiable on an accompanying site All wetlands and waters, and all streams (intermittent and perennial) must be shown on a Page 3 of 9 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. 1. Provide a written description of the proposed impacts: 11.3 linear feet of intermittent stream and 0.1087 acres of associated buffer will be permanently impacted in order to construct a road. 0.160 acres of Neuse buffers will be impacted to construct a wooden footbridge associated with the areenway project. No channel impacts will result from the construction of the footbridge. The proposed sewerline will impact 18 L.F. of perennial channel and 2000 ft2 of riparian buffers. No wetlands will be impacted as a result of the aforementioned proposed impacts. 2. Individually list wetland impacts below: Wetland Impact Area of Located within Distance to Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland*** indicate on ma (acres) es/no linear feet NA * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www.feina.eov. *** 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: <1/10 acre Total area of wetland impact proposed: None 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Length of Average Width Perennial or Site Number Type of Impact* Impact Stream Name** of Stream Intermittent? (indicate on map) (linear feet) Before Impact (please secify) Impact 1 (NWP 39) Culvert/rip-rap 113 UT to Indian Branch 4-5 feet Intermittant Impact 3 Temporary/ 18 Indian Branch ±12 feet Perennial (NWP 12) excavated * 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), 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.usizs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www. topozon C. con] www.mapyuest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 131 linear feet Page 4 of 9 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and an other water of the U.S.) below: Open Water Impact Site Number Type of Impact* Area of Impact Name of Waterbody Type of Waterbody (lake, pond, estuary, sound, indicate on ma) (acres) (if applicable) ) bay, ocean, etc. NA 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 i 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 ba 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 dri w-down valve or spillway, etc.): NA Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): NA Size of watershed draining to pond: NA Expected pond surface area: NA I VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide infonnation 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 ininimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The applicant requested a detailed wetland Neuse River Buffer delineation of waters on-site prior to site plan developtiient in order to determine the extent and location of streams and buffers. The detailed wetland delineation determined that no wetlands existed within the proposed impact locations. Although iurisdictional'areas were avoided to the maximum extent practical, an unnamed tributary to Indian branch separates the northern and southern portions of the property, making it necessary to construct a road crossing'over the channel. This road will connect with the proposed portion of Downing Glen Drive. A foothridee will also be constructed across Indian Branch creek in order to connect a greenway trail along the subdivision. The proposed sewer line crossing of Indian Branch is required in order to connect the proposed subdivision with an existing sewerline on the eastern side of Indian Branch. The sewer line impact of the channel will be temporary. The applicant plans to cross both channels at an approximatelYperpendicular angle in order to minimize impact to the stream and riparian buffer. The sewerline cannot be placed directly under the greenway's footbridge because it would impede the footbridge's concrete abutments. The sewerline was placed as close to the bridge as the Town of Cary's reauirements would allow minimizina the total impact. No wetlands exist within the proposed impact area. Page 5 of 9 VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.ne.us/ncwetlands/stnnaide.htm1. 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 iurisdictional areas have been avoided to the maximum extent practicable. A previously proposed road crossing that would have permanently impacted the perennial Indian Branch has been deleted from the site plan in an effort to avoid impacts. Impacts to the intermittent creek on-site were minimized by using headwalls and crossing* at a nearly Perpendicular agile. Typically, reasonable impacts to intermittent streams do not require mitigation therefore no mitigation is proposed. 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 Page 6 of 9 the NCWRP is proposed, following information: please check the appropriate box on page three and provide the Amount of stream mitigation requested (linear feet): NA Amount of buffer mitigation requested (square feet): NA Amount of Riparian wetland mitigation requested (acres): NA Amount of Non-riparian wetland mitigation requested (acres): NA Amount of Coastal wetland mitigation requested (acres): NA IX. X. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federiil/state) land? i 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 ? Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) I 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 213 .0250 (Randleman Rules and Wate Supply Buffer Requirements), or other (please identify )? Yes ® No ? If you answered "yes", provide the following information: i 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. Page 7 of 9 Road Crossin Zone* Impact s uare feet) Multiplier Required Mitigation 1 683.89 3 NA 2 4051.08 1.5 NA Total 4734.97 NA Footbridge Crossing & Sewer Zone* Impact (square feet Multiplier Required Mitigation 1 5009.4 3 NA 2 1960.2 1.5 NA Total 6969.6 NA * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 213 .0242 or .0260. Since buffer impacts are less than one-third of an acre ner crossine. we do not believe buffer mitigation should required. The applicant will enter and cross the buffers at a perpendicular agile and will achieve diffuse flow of all stormwater run-off prior to entering the buffer. 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. The proposed impervioius surface area will total 38.83%. The stormwater elan is depicted on the attached grading may. XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. The proposed subdivision will tie into the Town of Morrisville's sanitary sewer system. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Page 8 of 9 XIV. Is this 'an after-the-fact permit application? Yes ? No 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). NA Applicant/Agent's Signature Date s signature is valid only if an authorization letter from the applicant is provided.) Page 9 of 9 04/04/2003 13:15 FAX 19198770526 DR IIORTON RAL Q001 7'6 .' geo-!mil C)a"-k Soial & Environmental Consultants, PA 11010 Raven Ridge Road • Raleigh, Nortb Carolina 27614 • Phone: (919) 846.5900 - Fax. (919) ,;46-<,467 www.SandPC.corn AGENT AUTHORIZATION FORM All Blanks To Be Filled In By The Current Landowner Name: I -D, Address: -' 39y 9 /3 r,O /'" 4 (/e. Ce ?? lei 4 h , Ne- z7[DD9 Phone: 77 - q-K Project Name/Description: oe? rnx -SW a.-, JV, Date: J03 The Department of the Army U.S. Army Corps of Engineers, Wilmington District P.O. Sox 1890 Wilmington, NC 28402 Attn: ( f(y2 WJe- Field Officeh?e Re: Wetlands Related Consulting and Permitting To Whom It May Concern: Z, the current ro owner, hereby designate and authorize Soil & Environmental Consultants, PA to act in rn i behalf as my agent in the processing of periWt applications, to fumish upon request supplemental information in support of applications, etc, from this day forward. The G/day of ,?pri%. ZDU'3 This notifi cation supersedes any previous correspondence concerning erning the agent for this protect. NOTICE: i This authorization, for liability and professional courtesy reasons, is valid only for government officials to enter the property when accompanied by S&EC staff. You should cau S&EC to mange a site meeting prior to visiting the site. D. 9 • ? r7 are Zsa G Print Property Owner's Name CC: Mr. Jolty Dorsey NCD" - DWQ 2321 Crabtree Boulevard RaleiRly NC 27604 Char o ffic P14B 291, 3020.1 speri Charlotte, NC 2826917197 PJwnc: u, i? Property e s Signature 1/10 Fax: cc: Mr. Scan Clark Soil & Environmental Consultants, PA Church Road Q=-Usboro }icL, 3817-E I- wndale I)rit-e Grcenehoro. NC 27455 Phone: (336) 540-8234 Fax: (136) 540.8235 1-C 102-If I rC • 910 Boston Rand T,ylormlic. Nr 28691 PLnnc i 528; h? ; ;8 1 Fax V /U) k6. '7 I • u, r- \\ f I ` I : •? ILL t?X R 'Chr3t-S1SdAC - r:k o rti ? o M305 I JSD:_ 326 - I ? i---- - - u , I 2 am---I•-'1? ( <\l n t3T''??Vi1Tb Qp?' u y "r ?:?lt`• ? CARY, N. C. SEl4 DURHAM SOUTH IS' OUADRANOLE 3507"7-TF-024 PHOTOINSPECTED 1988 1973 PHOTOREVISED 1987 DMA 5255 tY SE-SERIES V842 Project 9: sW10' 02.719$ 1" = 2000' Figure 1-Cary, NC .' Soil & Environmental Consultants, PA Project Date: 27614 f;19? : sc U20102 Quadrangle 11010 Raven Ridge Rd.- Raleigh, NC Mordsville•Ten Tract ( (919) 846-5900 • (919) 846-9467 I Torrey Homes Web Page: www.SandEC.com i Morrisville, Wake County, NC h lt..re2 ?'T. ? ?4 t' 1 i ?u? t ? ???'? X71 I? Y ? ?\ ?? ? • 1 ' l `', j %?1 ? ? ?y?i ? iD :y d)? rR? ?I Yr „ _ s ?w Cd s' t?? a ?'- 1`t f A i r a ;; a l - 1 G 4 +'t 1- ?t '_!. 'eec-:Cr02•. uI? `.l lx x? ??•?'{ '?a `? ?t,,., ?.l<?? ?+t?._ ??_ W?!'?`?? to _ .? ? ?. B2?f,.-?\ -i' n ?j• .c r 4: ' l.'?Yj1c ".' cl rf j t? ?rt32 j jl y?\\J. cct, '.?ti ?i:.'!' 'SS? 1f?A?'1t i d?{'.r{ ?? ' `?6 '' +':?s ?1Y .1 {,1•? a:"t??? t +,?`5'"ys?,??.Y t7, k??ti 1 tI i r /s CfCc 4 jJ i? 4Y /, $'lf ]G t _? D+ l tll \?r ?? v:,th\ \\ / < D ) a ?? ? 'C2• Cr' ? ?1V yyy ? ? -, ?l ?{ Ci M,Tl ?ti V`c t ?I ?, t, t? t 1 / I llorriw,?f e CrC2?,t \ . t D V / \L f + f1 Cr8 r t r ? t' s If y i J? / t ?1n VB4, k" f \1 Y \ , YVy '' [W- 1. li .? ?? } ?? Z? ?`I LI RAT± ?'1y.' (/ / )i'.i is i?,??r \??y`f r` *t i?•F; -Afro. C M. R R JY " + tV .7 - ,int. a ?f:/. 3?r J{ 1 ' i. (SY42 Y, i. S Y.t f! Project #; Sale,, 02.7196 1. =1320' Figure 2 -Wake County Project Mqr.: SC Date:I 6120102 Soil Survey, Sheets 36 $ 46 Morrisville-Ten Tract Torrey Homes Morrisville, Wake County, NC Soil & Environmental Consultants, PA 4 ! > 11010 Raven Ridga Rd.- Raleigh, NC 27614 ;'" (919) 846-5900 • (919) 846-9467 Web Page: %=.SandEC.com i U.S. ARMY CORPS OF ENGINEERS 0c), Wilmington District Action ID: 200320868 County: Wake NOTIFICATION OF JURISDICTIONAL DETERMINATIOND EC 11 5 Property I Authorized Owner D.R. Horton, Inc. Agent Soil & Environmental Consultants, Inc. 'Attn: Mr. Britt Spivey- Attn: Sean Clark Address 3949 Browning Place Address 11010 Raven Ridge Road Raleigh North Carolina 27609 Raleigh NC 27614 Telephone Number- 919-877-9557. Telephone Number 919-846-5900 Size and Location of Property (waterbody,'Hiphway name/number, town, etc.): The property is located on the north side of Morrisville-Caipen.ter Road, west of.Morrisville, Wake County, North. Carolina. Basis for Determination: The site contains stream channels with indicators of ordinary high water.. marks, located adjacent to an unnamed tributary to Crabtree Creek in the Neuse River Basin. Indicate Which of the Following Apply: 'T'here are aters 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 Iof 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 jurisdiction1have been explained to you. Unless there is a change in the law or our published regulations, this determnation 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 Andrea Wade at telephone number (919) 876 - 8441 extension 31. Project Manager Signature ` l v ` Date 11 December 2003 Expiration Date 11 December 2008 SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND DELINEATION FORM MUST BE ATTACHED TO,rHE FILE COPY OF THIS FORM. State of North Carolina Department of Environment and Natural Resources Raleigh Regional Office Michael F. Easley, Governor William G. (Bill) Ross, Secretary o 0 0 I D I- E3= MR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES... .. Division of Water Quality February 26, 2003 Sean Clar Soil & En 11010 Ra Raleigh, i ?ironmental Consultants, Inc. en Ridge Road IC 27614 ??J II! i Subject: Revision of letter dated 7/26/02 Neuse River Basin Buffer Rules NBRRO 02-152 Morrisville-Ten Tract S&EC #02-7196 Morrisville, Wake County, NC Dear Mr. Clark: This letter will serve as confirmation of the buffer determination made by S&EC at the subject property referenced by the Raleigh Regional Office as NBRRO 02-152. O July 24, 2002, I conducted a site visit of the features involved in the above referenced project ast identified on the attached figures 1 and 2. It was determined that features A, B, C, D and E shown on the Wake County Soil Survey and on the USGS Cary , 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: 0213.0233 (NCAC .0233). Feature A is subject throughout property. Feature B is subject and starts at flag S-02. Features C and D are not subject. Feature E is not subject within property Uoundaries. Features F and G are off property. This letter only addresses the applicability of the Neuse Buffer Rules. For information relevant tq wetlands and other impacts, please contact the Central Office at 733-1786.. Thank yo u 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, Deborah Edwards Environmental Specialist I cc: John Dorney/DWQ Nuke County 1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone (919)571-4700 FAX (919)571-4718 --- 50% recycled/10% post-consumer paper MAR-12-04 111:01 AN ELAM TODD d',AMBROSI UItEANPLANNING/ LANDS CAPIS ARCIIITISCTURIS CIVIL ENGINEERING/ LAND USE CONSULTING LEMR OF TRANS AL c" c TO: Cta e? DATE: . 7 BTd PROJECT NAME ETd PRO, Ecr FROY1?i: IVIJt13iiER: CMG R& j 1AN3hIITTI CIA: ""?'' OYFRNIGI T MAX ? DELIVERY rRAN=4EP FOR YOUR: A ± (] ROORMAMN usE At(acbmenta: Nu=ber of Item D a 1HP6-'V1lvS CA, - lo- ©q- va?. l nll? V I M PIQC tw [`] REM W 5 Dzte of Documc a P.01 29 01YYESTON PAZKWAY•0UITE 203 • CARY, NORTH CAROLINA • 27618 USA ( per 1.019.678.1071 • (FA)01.919.67S.2290 (BUAI )eldof.ellsoitth.net MAR-12-04 it :01 AM ! 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SZ 1 1 25 23` / / 2361 L \ 2i}q - is '? ? \ \ 2.4 lull r 1 YY?, i • 1 L T? 223 f is r& EA _g r, / 8, PG 41 UTI r 22: 221 E 2101 ?' 1 y I s l M: !a" ; 21E .001 M '?'r ! Impact 1 1 e 13A 215 a? tab 1 0-7 M2 - ?/ WATER EAND SH SEl-?R E5H T. I6t 203 \ S U? 160 1 J I Y? ? GL CiVtiNG }? (?`?: "•,i ? LL-?RJ?.SH T. ,LIr ITS 178 / t•GCL. i? '-? t 1 t t HATER AND 191 200 1 3 SEhER ESH T. 70 1"77 1. 1 1 r mf l ! %? iO? a d": ` ::::; <> M N M "• ' it .--4 .••-i C> C) v3 r. N A O O N N/ A cl U M N V C? F?1 G 0 U C a? a? C7 I M a? C N ? U C3 ? w ? I 0 cl ?o C> rjl 1 ? o U Q J ( r o Ln C4 W U omp ate tems an. „so com4vtq C4r0. em 4 if Restricted Delivery is desired. Cs rint your name and address on the reverse so that we can return the card to you. Ll Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: D.R Horton 3949 Downing Place Raleigh, INC 27609 DWQ# 04-0531 - Wake c e Number r I,:, C ,+ ? _ ej -P HC RTR =t - tint] ent /? ? Addressee B. Fj ./eiyeo by ^,;66d N41f e) I C. Date of Delivery 3. Service Type j' v {r aCerti`,iedMail ?Expres?Mrr ? Rcgstered VReb-rn Receipt for Merchandise D. Is delivery address d.fferent fro i p If YES, enter delivery address:., v: ? r, ;No ?nn ? Insured fda' C.O.D. 4. Restricted Deliverv? (Ex* ,,a Fee) J Yes 1. OO : 9 1 UNITED STATES POSTAL SERVICE • • Sender. Please print your name, address, and ZIP+4 in this box First-Class Mail Postage & Fees Paid USPS Permit No. G-10 NC DENR Division of Water Quality Wetlands/401 Certification Unit 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604 p } -- Soil & Environmental Consultants, PA Ig T` 11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: (919) 846-5900 • Fax: (919) 846-9467 www.SandEC.com t.` I .„? n t E 1 1 d i I i ? 1 I April 6, 2004 US Anny Corps of Engineers 6v- 05J/ NCDENR-DWQ Attn: IV s. Andrea Wade Attn: Mr. John Dorney 6508 Falls of the Neuse Rd., Ste. 120 2321 Crabtree Blvd Raleigh', NC 27615 Parkview Building Raleigh, NC 27604 WETLANDS/ 401 GROUP RE: Nationwide Permits 39, 12 and Buffer Compliance Downing Village Subdivision 'APR 0 0 2004 Morrisville, Wake County, North Carolina S I &EC Project #: 7196.W0 WATER QUALITYSEGnON Dear Mrs. Burdette and Mr. Dorney: I On behaf of D.R. Horton, Inc. (property owner), we hereby request authorization from the US Anny Corps of Engineers (USAGE) to use Nationwide Permit (NWP) 39 for proposed permanent impact$ to an intermittent stream resulting from a residential road crossing. The applicant also requests the use of NWP 12 for the purpose of temporarily impacting Indian Branch with a sewea- line. Additional buffer impacts are requested for the purpose of installing a footbridge to span Indian Branch. Written concurrence is requested from the North Carolina Division of Water Qualit?i that states that the project complies with the Neuse Buffer Rules and GC3374 and GC34012. A Pre-construction Notification Application (PCN) is attached, which includes an Agent Authorization Form. I The site is approximately 58.47 acres in size and is located north of Morrisville-Carpenter Road (S.R. 3014), approximately 3,500 feet east of the intersection with Morrisville-Carpenter Road and Davis Drive (S.R. 1613), in Cary, Wake County, North Carolina. Please refer to the attached maps (Figures 1 and 2) for the project's location on a USGS topographic quadrangle and soil Survey trap, respectively. The purpose of this project is to construct a residential subdivision that will meet the demand for housing in this area. Proposed impacts resulting from a road crossing will total 113 linear feet of intermittent stream, 0.157 acres to Zone 1 and 0.093 acres to Zone 2 of the Neuse Buffers. In addition, 0.115 acres of Zone 1 and 0.045 acres to Zone 2 of the Ncuse Buffers will be impacted in order, to construct an arched wooden footbridge across Indian Creek. The proposed sewer crossing; will impact 18 L.F. of perennial channel and 1200 fie of Zone 1 and 800 ftz of Zone 2. The sewer line will parallel the northern side of the bridge. I S&EC evaluated the site for wetlands and Waters of the U.S. subject to the Neuse Buffer Rules in June 2902. On July 24, 2002, S&EC personnel conducted a site meeting with Ms. Deborah Edwards of the NC-DWQ to determine the starting point of riparian buffers. A copy of Ms. Edwards letter is attached (NBRRO 02-152). A jurisdictional determination was conducted on this site; on June 21, 2003. On December 11, 2003, Ms. Andrea Wade with the USACE granted a Charlotte Office: Greensboro Office. Hickory Office: 236 LePhillip Court, Su Ite C 3817-E Lawndale Drive 622 Coon Mountain Lane Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681 Phone: Phone: (336) 540-8234 Phone: (828) 635-5820 Fax: Fax: (336) 540-8235 Fax: (828) 635-5820 April 6, 2004 S&EC Project 4: 7196.W0 Page.2, of 3 wetland determination for the site (AID 200320868). No previously issued permits are known to exist for the site. Buffer Compliance A residential road (Impact 1), wooden footbridge (Im3S?ct 2) and a sewer line (Impact 3) will impact zones 1 and 2 of the Neuse River Biiffers, Itnpad 1 will impact 4,734.97 square feet (0.1087 acres) of riparian buffers (Zone 1= 683.89 ftz; Zone 2= 4051.10 ftz ). Impact 2 will impact 6,969.6 square feet (0.160 acres) of riparian buffers. The sewerline will impact 2000 ftz of riparian buffer (Zone 1= 1200 ft'; Zone 2= 800 ftz ). Erosion and siltation control devices will be used during construction of the road crossings. Nationwide Permits 39 & 12 In order to access upland areas in the northern portion of the property it will be necessary to impact 113 linear feet of intermittent stream. In order to minimize impacts, the applicant will cross the channel at a perpendicular angle and install a culvert in such a manner so as to allow for the required aquatic life passage. The applicant will employ appropriate erosion and siltation controls during construction. This project will comply with the general and regional conditions of NWT 39. No wetlands will be impacted by the proposed road crossing. The proposed sewerline will cross Indian Branch from the residential project and tie into an existing sewerline on the eastern side of Indian Branch. The sewerline will cross the creek at a perpendicular angle and temporarily impact 18 linear feet of stream channel. Buffer impacts resulting from the utility line will be 2000 ftz. The proposed Greenway trail will cross Indian Branch at a perpendicular angle and will span the stream channel with no proposed impacts to the stream. Proposed buffer impacts resulting from the greenways installation will total 6969.63 ftz. The sewerline cannot be placed directly under the greenway's footbridge because it would impede the footbridge's concrete abutments. The sewerline was placed as close to the bridge as the Town of Cary's requirements would allow minimizing the total impact. The USACE's current policy requires applicants to avoid and minimize wetland and stream channel impacts to the maximum extent practicable and may require compensatory mitigation to offset unavoidable losses of waters of the US when impacts exceed the thresholds for notification (0.10 acre) or if a discharge causes the loss of any open waters. Impacts on site have been limited to a single road crossing. The Town of Morrisville had previously proposed crossings of both Indian Branch and the unnamed tributary to Indian Branch. In an effort to minimize impacts, the Indian Branch crossing was eliminated. To further minimize impacts, the road will cross the intermittent tributary perpendicularly. Typically, impacts to intermittent stream charnels do not require mitigation, therefore, S&EC does not believe mitigation should be required by the USACE for this project. If for some reason mitigation is required, the client proposes payment to the NC-EEP. NC-DWQ's current policy requires mitigation for perennial stream impacts of greater then 150 linear feet per project. There are only 113 linear feet of proposed stream impacts to an intermittent stream and no proposed wetland impacts, therefore, mitigation is not proposed. DWQ also requires riparian buffer mitigation for stream crossings resulting in greater than one- April 67 2004 S&EC Project #: 7196.W0 Pale 3 or 3 third of an acre of impacts per crossing. Because each proposed stream crossing results in 1--ss than one-third of an acre of buffer impacts, no buffer mitigation-°s proposed. Sincere1ly, i Aaron Cooper Sean Clark Environmental Scientist Environmental Scientist Attachments: Pre-construction (PCN) notification form Agent Authorization Form Site Location Map-USGS (Figure 1) Site Location Map - Soil Survey (Figure 2) Proposed Impact Maps Notification of Jurisdictional Determination (AID 200320868) NC-DWQ Neuse Buffer Letter (NBRRO 02-152) Calculations Office Use On Form Version May 2002 1 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) I Processing 1. Check all of the approval(s) requested for this project: Section 404 Permit ® Riparian or Watershed Buffer Rules ?Section 10 Permit ? Isolated Wetland Permit from DWQ ®;401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39 & 12 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? i 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: ? I 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: ? II. Applicant Information 1. Owner/Applicant Information Name: D.R. Horton, Inc. Mailing Address: Attn: Mr. Britt Spivey 3949 Downing Place _ I Raleigh North Carolina 27609 I Telephone Number: 919-877-9557 Fax Number: Not Available E-snail Address: Not Available 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: Mr. Sean Clark Company Affiliation: Soil & Environmental Consultants, PA _ Mailing Address: 11010 Raven Ridge Road _I Raleigh NC 27614 Telephone Number:_ (919)846-5900 Fax number: (919)846-9467 E-mail Address: SClarkPa SandEC com Page I of 9 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Downing Village 2. T.I.P. Project Number or State Project Number (NCDOT Only): NA 3. Property Identification Number (Tax PIN): 074516749648 & 074516834762 4. Location County: Wake Nearest Town: Morrisville Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): The project site is located north of Morrisville Carpenter Road (SR 3014), approximately 3,500 feet east of the intersection of Morrisville Road and Davis Drive (SR 1613). 5. Site coordinates, if available (UTM or Lat/Long): 035°49'35.13"N / 078°50' 16.77"W (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): ± 58.47 Acres 7. Nearest body of water (stream/river/sound/ocean/lake): Indian Branch and UT to Indian Branch. 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:/ih2o.enr.state.tic.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: The site is an undeveloped, wooded tract. Page 2 of 9 10 Describe the overall project in detail, including the type of equipment to be used: TheI proposed project is a single-family and townhome residential subdivision with the typical utilities (i.e., sewer, water, electric etc) One perennial (Indian Branch) and one intermittent stream will be impacted to provide a residential road crossing, a wooden footbridce areenwav trail crossing and sanitary sewer line crossing for the proposed Downing Village Subdivision Typical excavating and grading equipment will be used durino- construction activities. 11. Explain the purpose of the proposed work: One road crossing of an intermittent stream is proposed in order to access contiguous portions of the subdivision. Indian Branch will temporarily be impacted by the installation of a sewerline from the subject property to an existinu sewerline on the eastern side of Indian Branch. The Neuse River buffer will also be in order to IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this projectli (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. No previously issued permits are known to exist for the site. Ms. Deborah Edwards with the NC-DWQ visited the site on July 24 2002 to determine the starting point of riparian buffers. Both features proposed for impacts are buffered. A copy of Ms. Edwards letter is attached. A jurisdictional determination was conducted on this site on June 21, 2003. On December 11, 2003. Ms. Andrea Wade with the USACE made a jurisdictional determination on the site (AID 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. No future impacts are expected at this time I VI. Proposed Impacts to Waters of the United States/Waters of the State I 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 Page 3 of 9 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. 1. Provide a written description of the proposed impacts: 113 linear feet of intermittent stream and 0.1087 acres of associated buffer will be permanently impacted in order to construct a road. 0.160 acres of Neuse buffers will be impacted to construct a wooden footbridge associated with the egr enway project. No channel impacts will result from the construction of the footbridge. The proposed sewerline will impact 18 L.F. of perennial channel and 2000 ft2 of riparian buffers. No wetlands will be impacted as a result of the aforementioned proposed impacts. 2. Individually list wetland impacts below: Wetland Impact Area of Located within Distance to Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland*** (indicate on ma) (acres) (es/no) linear feet) NA * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www.fema.gov-. *** 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: <1/10 acre Total area of wetland impact proposed: None 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Length of Average Width Perennial or Site Number Type of Impact* Impact Stream Name** of Stream Intennittent? (indicate on map) (linear feet) Before Impact (please specify) Impact 1 Culvert/rip-rap 113 OF to Indian Branch 4-5 feet Intennittant (NWP 39) Impact 3 Temporary/ 18 Indian Branch ±12 feet Perennial (NWP 12) excavated * List each impact separately and identify temporary impacts. Impacts include, but arc 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), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightcning, 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.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.m,il2 uest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 131 linear feet Page 4 of 9 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic ()r•,>on and arnr ntlhnr xvatPr of tltt-_ I T 0, ) helnw- Open Water Impact Site Numbe r A * Type of Impact Area of Impact Waterbody Name of bl li f Type of Waterbody (lake Pond, estuary, sound, I indicate on ma) (acres) e) app ca (i bay, ocean, etc.) NA List each impact separately and identify temporary impacts. Impacts include, out are not umneo to: mi, cxcavauun, uwcugu,g, 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.): NA i Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): NA of watershed draining to pond: NA Expected pond surface area: NA 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 rlinimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The applicant'requested a detailed wetland Neuse River Buffer delineation of waters on-site prior to site plan development in order to determine the extent and location of streams and buffers. The detailed wetland delineation determined that no wetlands existed within the proposed impact locations. Although iurisdictional areas were avoided to the maximum extent practical, an unnamed tributary to Indian s of the road crossingover the channel. ' Drive. A footbridge will also be trail along the subdivision. The sed portion of Doi; ek in order to conn in Branch is reauirf con connect the proposed subdivision with an existing sewerline on the eastern side of Indian Branch. The sewer line impact of the channel will be temporary. The applicant plans to cross both channels at an approximately perpendicular angle in order to minimize impact to the stream and riparian buffer. The sewerline cannot be placed directly under the creenwav's footbridge because it would impede the footbridge's concrete abutments The sewerline was placed as close to the bridge as the Town of CaD s requirements would allow minimizing the total impact No wetlands exist within the proposed impact area. Page 5 of 9 VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http:/ih2o.enr.state.nc.us/ncwetlands/stnngide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. The jurisdictional areas have been avoided to the maximum extent practicable. A previously proposed road crossing that would have permanently impacted the perennial Indian Branch has been deleted from the site plan in an effort to avoid impacts. Impacts to the intermittent creek on-site were minimized by using headwalls and crossing at a nearly perpendicular angle. Typically, reasonable impacts to intermittent streams do not require mitigation, therefore no mitigation is proposed. 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.btm. If use of Page 6 of 9 1 the 1NCWR1J is proposed, please check the appropriate box on page three and provide the following information: I Amount of stream mitigation requested (linear feet): NA !Amount of buffer mitigation requested (square feet): NA !Amount of Riparian wetland mitigation requested (acres): NA !Amount of Non-riparian wetland mitigation requested (acres): NA !Amount of Coastal wetland mitigation requested (acres): NA IX. Environmental Documentation (required Does the project involve an expenditure (federal/state) land? Yes ? No by DWQ) of public (federal/state) funds or the use of public 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: I 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 ? I 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. I 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 ? 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. Page 7 of 9 Road Crossing Zone* Impact (square feet) Multiplier Required Mitigation 1 683.89 3 NA 2 4051.08 1.5 NA Total 4734.97 NA Footbridge Crossing & Sewer Zone* Impact (square feet Multiplier Required Mitigation 1 5009.4 3 NA 2 1960.2 1.5 NA Total 6969.6 NA * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. Since buffer impacts are less than one-third of an acre Per crossing. we do not believe buffer mitigation should required. The applicant will enter and cross the buffers at a perpendicular angle and will achieve diffuse flow of all stormwater run-off prior to entering the buffer. 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. The Proposed imnervioius surface area will total 38.83%. The stormwater Plan is depicted on the attached grading map. XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. The proposed subdivision will tie into the Town of Morrisville's sanitary sewer system. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Page 8 of 9 Is this an after-the-fact permit application? ;Yes ? No 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). NA I Page 9 of 9 1~ i ~ ~ ~ , ~I I V ~ ~ 21" E 797.' ~ ~I, \ i, 1 1 1 1~ ~ \ \\I I I I ~ / / / ~ _ 1 ` 5 84\5'21" E\ 797.~ 1 1` \1 ~ \ I ~ _ ~ ~ ~SANhARY \ \ ~ o~ ~ ~ ~ i 25'TYPE 'A' B F ~ ~ t~ ER t-- ~ GRAPHIC SCALE ~ 3 ' EX. I Z SANI ARY ~1\ 4\~ ~ ~ ~ \ ~ \ \ ~ \ ~ ~ ~EASEMEN7 \ SEW AREA NCR/W , r~ 60 D 60 120 EASEMEN ~ ~ ~ ~ ~ ~ ~ \ ~ Z O ~ ~ ~ 1 I ~ PROPOSED TOWN OF OPEN ~ ~ ~ CARY SIDEWA K PACE/ ARK 1 L TO 2.05 T ~ BE INSTALLED BY OTAL m w D.R. HORTON \ \ ~ ~ ~ = ~ \ ~ ~ ,1 s ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ti ~ ~ ~ ~ ~ \ 'sue \ o. ~ ~ ~fi ~ ~ ~ ~ _ ~ ~ o A N ~ ~ ~ ~ ~ ~ ~ c~~ ~ \ 1 ~ r ~ - s~~~~~. ,,,:;~ri v ~ ~ y ~ ~ 4~ ~ \ / A ~ ~ ~ ~ oG ~ \ \ Q ~ 1 \ ~ ~ ~ ~ \ ~ ~ , ~ \ \ ->~s ~ ~ ~ ~ ~I 1 ,J ~ ~ o- ~ ~ , ~ ~C i ~ ` ~ ~ ` ~ \ ~ ~ ~ a ~ \ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 \ ~ ~ ~ - ~ A ~ A S~ - ' Ar ~ ~ ~ A / ~ 1 I ~ ~ ~ ~ ~ \ \ 0 c I ~ / ~ ~ ~ ~ P' ~ ~ ~ ~ ~ ~ _ ~ \ ~ i - \ 1 ~ 1 ~ ~~E ~ P5 ~ ~ p,R 11 SP ~ > ` _ ~ > . 3~ \ - s ~ ~ . m V ~ ~ i G ~ o~ ~ ~ ~ ~ F \ / ~ \ I \ ~ ~ ~ 1\ ~ p ~ ~ ~ ~ ~ ~ ~ ~ ,t,l~j 1. ~ ~ A ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ J ~ ~ ~ ~ ~1 i ~ , ~ ~ ~ P. ; A) ~ I ~ ~ I i ~ ~ 1~~ - , A 1 ~ I ~ ~ ~ M'T ~ ~ ~ ~ \ \ ~ ~ II \ _ ~ I , 1 1 \ o ~ 1 ~ I ~ ~ ~ A _ ~ ~ ~ 1~ 1 ~ 1 - ~ 1~ _ \ ~ - 1 1\ a ~ ~ ~ - 1 ( ~ ~ N \ \ D ~ _ \ \Z ~ - Z Y / - ~ IP ~P~b PA R ~ ~ ~ 5 , ~ ' ~ I ` ~ ~ ~ /R ~ ~ V \ ~ ~ ~ 12 TL T ~ ~ _ ~ / ~ \ „ l\~ ~ ~ ~ ~ 2 ~ ~ ~ ~ ~ ~ - ~ / / ~~I \ III ~I~/o o ~ l~clad~ e, ~ 4 ~ ~ ~ ~ ~coMe v~ ~ ~ ppE ~ ~ ~ ~ \V~ AIH 19 Z P,PF ~ 323 ~ ~ j ~ A DGE ~ ~ ~ \ ~ / ~ ~ o L I - / 1X ~ RHA'O .OOO OOFT PIPE 5 1 / '1 / / f~j~ III ~ W / /S ~ ~ ~ ~ I ~ ~ ~ ~l ll~ ~ ~ ~ ~ \ ~ 1 \ ~ ~ ~ ~ ~ ~ e I~ G \ V~ ~ ~ \ l \ ~ FYISiING PIPE 55 ~ / 1 / ~ ~ ~ ~ / ~ ~ j \ \ \ \ / \ \ ~ ~ 0 N~pF CARY aN PVC j j ' ~ ~ / ~ \ ~ ~ V~ ~ ~ ~ \SM T~ ~ / , t J ci ~l o, A ~ ~ ~ A \ J \ ~ ~ ~ ) I \I`1 ~ ~ i ~ ~ ~ 1 ~ ~ \ ~ 3 Is ~ / ~ ~ # 1 i , I i ~ / \ \ \I II II ' ~ _ \ //~{HI o / 5# 9A BA~81N ~ ~ i ~ l ~ ~ ~ ~ / - ~ _ / 2 pp ~ / ~ ~ 4 Jam/ / \ ~ / ~ Q ~ ~ ~ ~ «oe~o~~a~, a f ~ / % - / / ~ ~ / / ~ ~ , ~ rs / 1 ) i - i i ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ - ~ I l 1 l _ ~ I (l _ >1 , J ~ , I Z~ ~ ~ 1 c~ 1 ~ ~ _ i~ - U - ~ 5 ~ ~ I~ ~ a ~ ~ ~ - _ ~ J ~ - _ M I ~ ~ / t ~ ~ / AT ND ~ ~ ll \ ~ / -t . \ SEWER T j ~ ~ / 1 ~ i ~ ~ ~ ~ m / 1 ~ I I I I I - WA ND ~ ~ i / ~ ~ ~ ~ M / / , i ~ ~ ~ POOL N J ~ ~ ~ ~~i, ~ / ~ \ ~ . ~ H~~ISF _ i \ ~ ~ 1~ I ~ ~I~ ~ n ~~d 8 ~ I 1~ ~ . 1, , , , i . . - ~ ~ _ ~ ~ 1 ~ I ~ ~ ~ ~ A 7~n ~ ~ ~,k~ ~ N 1 11 I ~ \ ~ II ~ / ~ ~ \ ~ / I ~ / v / ~ ~ V ~ ~ i 1 ~I 7 1 ~ I \w ~ 1 ~ / / ~ ~ ~ ~ ~ ~ ~ ~ ~ _ , ~ 1 F # o ~l ~ ~ - ~ _1 1 i ~ o ~ . ~ ~ II ~ I I v , / ~ ~ ' ~ ~ ~ ~ ~x 1 ~ ~ ~ ~ v1 I I / 8 4 _ M I / \ 11~ H 13 i / ~ ~ 1 ~ I II ~ ~ ~ / i I ~ 5+2 .85 DOWNI M ~ G ~ F~ I 1 n / N i O I 0 0.0 PL K B - 0 00. 0 PLANK I ~ ~ m ~ _ ~ 1 I ~ 1 (.r _ Z v ~ ~ i !i ~ / , .1 +0 .7~DOW / I . - ` ~ ~ ~ 5'UTI~IT - _ #36 I ING GLEN i ~ 11 ~ + ~ 0 HO EY ~ ~ ~ _ a 4+4 . i I / 8 5 OWNING GLEN \a _ ~ ~ T I\ I I I>~- ~ ~ ~ CI 37 ~ I ~ RQ. - / ~ / / I 1 ~ / ~ , 1j ~ 133 _ _ ~ UTILITY cl 1 ~ ~ ~ / ~ UTILITY _ 1 # / ~ WATER A CI 34 M \ ~ ~ / ` , O H ~ ~ SEWER E , + - i - -i N ~ - ~ ~ ~ ~ ~ _ - ~ / ~ / 8+31 8 3Ff I ~ i I I ~ U LEN ' 1 1 I ES~10' ~ CI 36 ase DR E - N RE W'~ - 14 ~ ~ LNKBI y # _ # i - I I l I / -f _ ~ 1 ~ ~ ~ ~ o s+oo 5, f~ ~ i ~ ,+5. ~ 1 i ~ ` 2 DO LE I #15 p,j NI i ~ ~ ~ , _ - ~ +00.0 EEC HA GER I ~ T MP RA YI r- r ~ ~ ~ ~ ii i ~ ~ / , ~ U - ~ ~ RA EL UR UN IL m~ i ~ - o ,~k 1 r s;'1 ~ , 5 i ~ 3~ ~ ~ - / F / ~ 4 ~ 0~ P AS ~ \ / i ~ , ~ ~P ~ - 14 ~ 1 ~-t ~ - ~ ~ ~n 1, \ ~ l i i,5u,e ~ ~ / " - - ~ ~ U ~ ~ ~ ~ ~ ~ IP! ~`~4f - _ ~ ~ ~ ~ ~ ~ ~ IPE 36 - ~ - ~ ~ 1 \ ~ I/ ~ / ! ~ \ - I ' PNG - ~ ~ a~~ ~ _ Ct~ ~ I~ MH18 JG 81 C F~ 8N M 16 ~ ~ ~ ' ~ MH18 ~ ~ ~ ~ cA 1/ \ \ i ~ I -f ~ / l v ~ ~ J ~ - ~ ~ ~ MH19 1 - / ' \ ~ ~t ~ 1 ~ 1 ~ i ~ ~ / s ~ ~ 1~ J. i 1 MP IR 1 / ~ Q ~ - - ~ M E WNS ~ ~ t ` ~ 1 _ / ~ ~ ~ -v3F'P~~,~VEC~ (~~~iWfvW~, GLEN ~~~Bily `~i,~ / U i 0 PS IR DOWNS h ~ I I L I_ I 'V / / ~ v 1 ~ ~ '_URF~ENT LAND I ~,r ~'~F - vrat~,11J I / o o° ~ - 3~ _ ~ i - T 1 D Cow` ~ H2O ~ ff r 1 ~ O . I 0 ~L - DRY BASI \ t 5. w~ \ , " UTILI / / O ~ I W TER AN i \ - ~ a r ~ I ~ m cn - l ~ ~ ~ I s I S RES'.__-- N 1 W \ ~ I + I I ~A~ ~ N _ - - II. 1 I m J - ~ ~ _ ~ ~ 1 ~ N ~ ~ ~ - h I / ~Z I / I ~ ~ ~ DI 1 I' ~ II I ~ I i ~ I + - ~ ~ - ~ A ~ + 8. PL K 6~ I ~ O - -I ! ~ t ~ ~ \ ~ / / m l ,z ~ ~ \ f~ ~ ~ ~ \ I - L 1 al I 1~ I \ ~ ~ i ~ , ~ ~ o I 5 ~ i r~ ~ _ `1 ~ ~ / rl I I I 1 u \ ~ I ~ r ~ H2~1#4 i, \ ~H 5 1 ~ ~ SK ~ ~ ~ ~ 1 - - 0 1 i I ~ A G i JF, I#'~ 2 ~ ~ i I li r~ _ - ~ 12 j ~ I ~~/S~ ~ +~0 - '6 II ~ ~ ~ ~"S ~ ~ ~I ~'fn ~ ~ m - o JB#8X ~ , A 33SS H 4 3 ~ ~ 1 N PYC ~ 1~ ~ ~ _ ~ ~ ~ ~I ~I I ~ - ~ ~ \ I I ~ CI 48 00 + 2 I U~~ I ~ - r ~ ~ i 1~ i ~ i ~ ~ ~ / ~ ~ ~ 1 I I ) ~ it A ~ I / ~ KI I 1 I 5 i ~ ~ 1 ~ o+ ~ oo.o E a - 5+47.54 MP RED I r- k s 1 ~ ~ l~ ~ ~ ~ I , v ~ o 1 / I I I, ~ / /I 1~ ~ / Q A. ~ ~ \ ~ A 1 ~ R ESM'T. I i ~ u ~ u _ ~ AND o A / - ~ ~ i ~ O.OD SHINI G W1 E - ESM T. 2 O - ~ - O~ITCET IINI G W1 E 6° 12~ 18" ~ ~ N W - ~ \ ~ n Z'. ~ B ~ G~ ~ v ~ . I~ > ~ ~ + - ~ o t 1 - _ ~ ~ ;r _ ~ ~Iv / - c_ A - \ " iy{_ ~ A , ~ ~ ~ a- ~ i ~~~/I ~ - _ I 1 I'1 ~ , 1 - ~ ES~3 _ I ~ ~ ~ m + ~ _ _ , I 11 J \ ~ I 60 ~ ~ - - - ~ 40' TYP 'A' B F ~ ~ , ~ ~ ~ ~ ~ S C E S ~ ~ ~ C ~ ~ ~ ~ _ ~ 0 EPR~R I _ I I / ER 601N B#3 8~7 J I ' - - ~ RA T ~ ~~2 I NRUND ~ ~ ~ ~ ~2 v ~ ~ ~ ~ s 1 ~ ~ 1 ~ / ~ 1 ~ _ FR HSE1 ~ I „ ~ - ~ CI# 5 I~ ~ - N~+68.25~A4AL N HILL i r, ~ i - ? I \ ~ 3+3i<06 WRITE S I ~ ~ ~ 'I I- 1 1 ~ 1 ~ 1 4 v ~8 ~ _ \ ~ ~ I ~ I ~ 5 - - CI 44 ~ ~ ~ ~ ~ I ~ a ~ ~ - 1 I/ ~ w / ~ v 5'T \ ~ 5 ~ ~ 1 I~ I ~ I ~ I ~ IN ~ 011JN`OF C RY I 1 ~ CONCRETE~S,I EWALK + ? - _ FES 12~ 2 3 ~ ~ - - I ~ n~ - ~ i ~ V ~ ~ ~ ~ I - GYP. ~ I _ I ll 1 / ~ , _ _ _ 1 - - ~ D-- PIPE ~ o ~ 1 ~ _ H 35 11SS + ~ 0-- 0 -F 0 _ k / I V 9 / ~ 1 ~ - 34~ - 81 ~ ~ ib+0 2 ~ 1 ~ ~ _ - -I ` ~ ~ ~ W I i ~ I 1 1 I _ _ 1 ~ CI.5 I - # B4 I / \ I / - - - - rv A E~,ti r,~L~ ~ar~ _ ~ `~~~i~ .~•e~ ~ \ I k ~ I ~ r / ~ ~ ~ F #11 I i ~ I ~ ~ ~ ~ ~ v i ~ / ~v l/ ~ ~ I ~ ~ I ~ ~ 1o A 1 ~ I /1 I ~ ti - EAS E T I G ` \ ~ i ~ \ ~ / N ~ I ~ i Y 4 28 PG. 84 JAR BASIN ~ 1 ~ ti ~ ~ I , I \ ~ v ~ ~ ~ \ i ~ \ / ~ ~ U E 676MP CS~52 ~ ~ U E R UND - - 1 ~ I / - ~ ~ - ~ ~ ~ ~ / ~ ~ - - 7 77.59 HAMPSHI ~ t l ~ 4 II ~ ~ ~ ) / ~ ~ DOWNS 12.37 HAMP IRE OWN 20 EF \ \ ~ ~1 D s ~ TYPE 'A' zTS#~ 2 'TYPE B = - - ~ 38. ' U DA 1 BUFI~t~ \ ~ UFFER ~ ~ ~ - _ _ _ , I I ~ ~ ~ ~ - ~ HET / ~ ~ ~ ~ t ~ _ _ ~ ~ fl. - - - 1 - - ~a ' e>r:zo'rY~'c' \ ~ ~ ~ - ~ - - - ~ / NI88'3140° 370. 5' ~ ~ - ~ x---i m SEMI-OPAQUE BUFFER ~--x- ~ ~5'UNgISTURBE BUFF ~ ` „x-x \ ~ ER m ~ ~ ' --J , / E~ZONING CO ~ ' 1 I ~ ~ 105. 84.0 1 I ~ \ 84.01 ITION 3 84.5 ' C ~ -J ~ \ ~ 9 ~ ~ ~ 1 ~ ~ ~ \ 84.03 - _ -J _ ~ ~ ~ ~ _ 14~8J '(TO AL) ~ 83.97 84.03 ' ~ ` \ ~ V~ 1 / - x_ I -x'00 ' ~ . `J ~ 83.29 ' ~ ~~Dm xi YI lA 1 20' mDO~ ~ j ' ' 20 ~m z ~-a <~n0 N I O CO xo I + ~ ~ z o Z + OmZ~ o I i I Z-m I D 0+00.00 WRRE ~ ~ n 0+75.39 LEA~R~F-F~ / ~ ~O~ ~ ~ ~ ~ mmz DWQ# o- Date -r Who Reviewed: Icy' ls? Plan Detail Incomplete ??vl ? Please provid a location map for the project. ?t Z-51- tx Please show ,l stream impacts including all fill slopeg, issipaters, and bank stabilization on the site plan. ? Please show all wetland impacts including fill slopes on the site plan. ? Please indicate all buffer impacts on the site plan. ? Please indicat I proposed lot layout as overlays on the site plan. ? Please indicat I the location of the protected buffers as overlays on the site plan. Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. /"'C Please provid q cross section details showing the provisions for aquatic life passage. I ? Please locate any planned sewer lines on the site plan. Please provide the location of any proposed stormwater management practices as required by GC 07 { Please provid i detail for the stormwater management practices as required by GC ? Please specify, the percent of project imperviousness area based on the estimated built-out conditions. ? Please indicate all stormwater outfalls on the site plan. _ Please indicate the diffuse flow provision measures on the site plan.o ' l Qst (ur?D? I ,\Z rnavz T ? Please indicate whether or not the proposed impacts already been conducted. 14 a?gn Avoidance and/or l Iinimization Not Provided ? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why it is necessary for this project. ? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the Please revise the plans to avoid the impacts. ? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the Please revise the plans to minimize the impacts. ? The stormwat r discharges at the location on the plans labeled will not provide diffuse flow through the buffer because Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possibld to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management practices that iemove nutrients before the stormwater can be discharged through the buffer. Other I El The applicatio i n fee was insufficient because over 150 feet of stream and/or over I acre of wetland impacts were requested. Please provide $ This additional fee must be received before your application can be reviewed. ? Please complete Section(s) on the application. ? Please provide a signed copy of the application. ? Please provide copies of the application, copies of the site plans and other supporting information. Mitigation ? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed. ? Please indicate which 404 Permit the USACE would use to authorize this project. 1 IL ? r 2 LL N 0' co m Z cn a U) LL M CL t i 1 U w N 0 a N w a F- 0 w z X 0 -a L w r a N C C T O VI - N a v C3 ' co J N j w O-n w u o D n??U z w > U . cn p 0 U cs cu z TC-1vC4, a a? c a? L? M omp ete tems 1, an I . Iso complete gm ure Iem 4 if Restricted Delivery is desired. ? C A ent ® = rint your name and address on the reverse C so that we can return the card to you. D. Rived by (Print Name) C. Date of Delivery o Attach this card to the back of the mailpiece, or on the front if space permits. '? - 161, D. Is delivery address d fferent from item 17 C c e ,ddressed to: If YES, enter delivery address below: C No D.R. Horton 2000 Aerial Center pkwy Ste 110 Morrisville,NC 27560 DWQ# 04-0531-'Jake ,. \rticle Number tnsfer PS orm , , e rua 3. ce Type Se Cert fied Mail E ? Express Mail i egstered Return Receipt for Merchandise ? Insured Mail 0 C.O.D. 4. Restricted Delivery? (Extra Fee) [ 7005 1820 0006 0493 0748 omes c eturn ece pt 102595-e24.1-1540 SOIL & ENVIRONMENTAL CONSULTANTS, PA 14C Division of Water Quality Date: 04/06/04 Tran # Invoice Type Date Reference Balance 2660 7196.W0 Invoice 04/06/04 Permit App Fee $200.00 INIEwc APR Check Number Check Amt: Discount $0.00 016618 16618 $200.00 Pay Amount $200.00 V,1MR QUAL" SECTION 1~ i ~ ~ ~ , ~I I V ~ ~ 21" E 797.' ~ ~I, \ i, 1 1 1 1~ ~ \ \\I I I I ~ / / / ~ _ 1 ` 5 84\5'21" E\ 797.~ 1 1` \1 ~ \ I ~ _ ~ ~ ~SANhARY \ \ ~ o~ ~ ~ ~ i 25'TYPE 'A' B F ~ ~ t~ ER t-- ~ GRAPHIC SCALE ~ 3 ' EX. I Z SANI ARY ~1\ 4\~ ~ ~ ~ \ ~ \ \ ~ \ ~ ~ ~EASEMEN7 \ SEW AREA NCR/W , r~ 60 D 60 120 EASEMEN ~ ~ ~ ~ ~ ~ ~ \ ~ Z O ~ ~ ~ 1 I ~ PROPOSED TOWN OF OPEN ~ ~ ~ CARY SIDEWA K PACE/ ARK 1 L TO 2.05 T ~ BE INSTALLED BY OTAL m w D.R. HORTON \ \ ~ ~ ~ = ~ \ ~ ~ ,1 s ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ti ~ ~ ~ ~ ~ \ 'sue \ o. ~ ~ ~fi ~ ~ ~ ~ _ ~ ~ o A N ~ ~ ~ ~ ~ ~ ~ c~~ ~ \ 1 ~ r ~ - s~~~~~. ,,,:;~ri v ~ ~ y ~ ~ 4~ ~ \ / A ~ ~ ~ ~ oG ~ \ \ Q ~ 1 \ ~ ~ ~ ~ \ ~ ~ , ~ \ \ ->~s ~ ~ ~ ~ ~I 1 ,J ~ ~ o- ~ ~ , ~ ~C i ~ ` ~ ~ ` ~ \ ~ ~ ~ a ~ \ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 \ ~ ~ ~ - ~ A ~ A S~ - ' Ar ~ ~ ~ A / ~ 1 I ~ ~ ~ ~ ~ \ \ 0 c I ~ / ~ ~ ~ ~ P' ~ ~ ~ ~ ~ ~ _ ~ \ ~ i - \ 1 ~ 1 ~ ~~E ~ P5 ~ ~ p,R 11 SP ~ > ` _ ~ > . 3~ \ - s ~ ~ . m V ~ ~ i G ~ o~ ~ ~ ~ ~ F \ / ~ \ I \ ~ ~ ~ 1\ ~ p ~ ~ ~ ~ ~ ~ ~ ~ ,t,l~j 1. ~ ~ A ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ J ~ ~ ~ ~ ~1 i ~ , ~ ~ ~ P. ; A) ~ I ~ ~ I i ~ ~ 1~~ - , A 1 ~ I ~ ~ ~ M'T ~ ~ ~ ~ \ \ ~ ~ II \ _ ~ I , 1 1 \ o ~ 1 ~ I ~ ~ ~ A _ ~ ~ ~ 1~ 1 ~ 1 - ~ 1~ _ \ ~ - 1 1\ a ~ ~ ~ - 1 ( ~ ~ N \ \ D ~ _ \ \Z ~ - Z Y / - ~ IP ~P~b PA R ~ ~ ~ 5 , ~ ' ~ I ` ~ ~ ~ /R ~ ~ V \ ~ ~ ~ 12 TL T ~ ~ _ ~ / ~ \ „ l\~ ~ ~ ~ ~ 2 ~ ~ ~ ~ ~ ~ - ~ / / ~~I \ III ~I~/o o ~ l~clad~ e, ~ 4 ~ ~ ~ ~ ~coMe v~ ~ ~ ppE ~ ~ ~ ~ \V~ AIH 19 Z P,PF ~ 323 ~ ~ j ~ A DGE ~ ~ ~ \ ~ / ~ ~ o L I - / 1X ~ RHA'O .OOO OOFT PIPE 5 1 / '1 / / f~j~ III ~ W / /S ~ ~ ~ ~ I ~ ~ ~ ~l ll~ ~ ~ ~ ~ \ ~ 1 \ ~ ~ ~ ~ ~ ~ e I~ G \ V~ ~ ~ \ l \ ~ FYISiING PIPE 55 ~ / 1 / ~ ~ ~ ~ / ~ ~ j \ \ \ \ / \ \ ~ ~ 0 N~pF CARY aN PVC j j ' ~ ~ / ~ \ ~ ~ V~ ~ ~ ~ \SM T~ ~ / , t J ci ~l o, A ~ ~ ~ A \ J \ ~ ~ ~ ) I \I`1 ~ ~ i ~ ~ ~ 1 ~ ~ \ ~ 3 Is ~ / ~ ~ # 1 i , I i ~ / \ \ \I II II ' ~ _ \ //~{HI o / 5# 9A BA~81N ~ ~ i ~ l ~ ~ ~ ~ / - ~ _ / 2 pp ~ / ~ ~ 4 Jam/ / \ ~ / ~ Q ~ ~ ~ ~ «oe~o~~a~, a f ~ / % - / / ~ ~ / / ~ ~ , ~ rs / 1 ) i - i i ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ - ~ I l 1 l _ ~ I (l _ >1 , J ~ , I Z~ ~ ~ 1 c~ 1 ~ ~ _ i~ - U - ~ 5 ~ ~ I~ ~ a ~ ~ ~ - _ ~ J ~ - _ M I ~ ~ / t ~ ~ / AT ND ~ ~ ll \ ~ / -t . \ SEWER T j ~ ~ / 1 ~ i ~ ~ ~ ~ m / 1 ~ I I I I I - WA ND ~ ~ i / ~ ~ ~ ~ M / / , i ~ ~ ~ POOL N J ~ ~ ~ ~~i, ~ / ~ \ ~ . ~ H~~ISF _ i \ ~ ~ 1~ I ~ ~I~ ~ n ~~d 8 ~ I 1~ ~ . 1, , , , i . . - ~ ~ _ ~ ~ 1 ~ I ~ ~ ~ ~ A 7~n ~ ~ ~,k~ ~ N 1 11 I ~ \ ~ II ~ / ~ ~ \ ~ / I ~ / v / ~ ~ V ~ ~ i 1 ~I 7 1 ~ I \w ~ 1 ~ / / ~ ~ ~ ~ ~ ~ ~ ~ ~ _ , ~ 1 F # o ~l ~ ~ - ~ _1 1 i ~ o ~ . ~ ~ II ~ I I v , / ~ ~ ' ~ ~ ~ ~ ~x 1 ~ ~ ~ ~ v1 I I / 8 4 _ M I / \ 11~ H 13 i / ~ ~ 1 ~ I II ~ ~ ~ / i I ~ 5+2 .85 DOWNI M ~ G ~ F~ I 1 n / N i O I 0 0.0 PL K B - 0 00. 0 PLANK I ~ ~ m ~ _ ~ 1 I ~ 1 (.r _ Z v ~ ~ i !i ~ / , .1 +0 .7~DOW / I . - ` ~ ~ ~ 5'UTI~IT - _ #36 I ING GLEN i ~ 11 ~ + ~ 0 HO EY ~ ~ ~ _ a 4+4 . i I / 8 5 OWNING GLEN \a _ ~ ~ T I\ I I I>~- ~ ~ ~ CI 37 ~ I ~ RQ. - / ~ / / I 1 ~ / ~ , 1j ~ 133 _ _ ~ UTILITY cl 1 ~ ~ ~ / ~ UTILITY _ 1 # / ~ WATER A CI 34 M \ ~ ~ / ` , O H ~ ~ SEWER E , + - i - -i N ~ - ~ ~ ~ ~ ~ _ - ~ / ~ / 8+31 8 3Ff I ~ i I I ~ U LEN ' 1 1 I ES~10' ~ CI 36 ase DR E - N RE W'~ - 14 ~ ~ LNKBI y # _ # i - I I l I / -f _ ~ 1 ~ ~ ~ ~ o s+oo 5, f~ ~ i ~ ,+5. ~ 1 i ~ ` 2 DO LE I #15 p,j NI i ~ ~ ~ , _ - ~ +00.0 EEC HA GER I ~ T MP RA YI r- r ~ ~ ~ ~ ii i ~ ~ / , ~ U - ~ ~ RA EL UR UN IL m~ i ~ - o ,~k 1 r s;'1 ~ , 5 i ~ 3~ ~ ~ - / F / ~ 4 ~ 0~ P AS ~ \ / i ~ , ~ ~P ~ - 14 ~ 1 ~-t ~ - ~ ~ ~n 1, \ ~ l i i,5u,e ~ ~ / " - - ~ ~ U ~ ~ ~ ~ ~ ~ IP! ~`~4f - _ ~ ~ ~ ~ ~ ~ ~ IPE 36 - ~ - ~ ~ 1 \ ~ I/ ~ / ! ~ \ - I ' PNG - ~ ~ a~~ ~ _ Ct~ ~ I~ MH18 JG 81 C F~ 8N M 16 ~ ~ ~ ' ~ MH18 ~ ~ ~ ~ cA 1/ \ \ i ~ I -f ~ / l v ~ ~ J ~ - ~ ~ ~ MH19 1 - / ' \ ~ ~t ~ 1 ~ 1 ~ i ~ ~ / s ~ ~ 1~ J. i 1 MP IR 1 / ~ Q ~ - - ~ M E WNS ~ ~ t ` ~ 1 _ / ~ ~ ~ -v3F'P~~,~VEC~ (~~~iWfvW~, GLEN ~~~Bily `~i,~ / U i 0 PS IR DOWNS h ~ I I L I_ I 'V / / ~ v 1 ~ ~ '_URF~ENT LAND I ~,r ~'~F - vrat~,11J I / o o° ~ - 3~ _ ~ i - T 1 D Cow` ~ H2O ~ ff r 1 ~ O . I 0 ~L - DRY BASI \ t 5. w~ \ , " UTILI / / O ~ I W TER AN i \ - ~ a r ~ I ~ m cn - l ~ ~ ~ I s I S RES'.__-- N 1 W \ ~ I + I I ~A~ ~ N _ - - II. 1 I m J - ~ ~ _ ~ ~ 1 ~ N ~ ~ ~ - h I / ~Z I / I ~ ~ ~ DI 1 I' ~ II I ~ I i ~ I + - ~ ~ - ~ A ~ + 8. PL K 6~ I ~ O - -I ! ~ t ~ ~ \ ~ / / m l ,z ~ ~ \ f~ ~ ~ ~ \ I - L 1 al I 1~ I \ ~ ~ i ~ , ~ ~ o I 5 ~ i r~ ~ _ `1 ~ ~ / rl I I I 1 u \ ~ I ~ r ~ H2~1#4 i, \ ~H 5 1 ~ ~ SK ~ ~ ~ ~ 1 - - 0 1 i I ~ A G i JF, I#'~ 2 ~ ~ i I li r~ _ - ~ 12 j ~ I ~~/S~ ~ +~0 - '6 II ~ ~ ~ ~"S ~ ~ ~I ~'fn ~ ~ m - o JB#8X ~ , A 33SS H 4 3 ~ ~ 1 N PYC ~ 1~ ~ ~ _ ~ ~ ~ ~I ~I I ~ - ~ ~ \ I I ~ CI 48 00 + 2 I U~~ I ~ - r ~ ~ i 1~ i ~ i ~ ~ ~ / ~ ~ ~ 1 I I ) ~ it A ~ I / ~ KI I 1 I 5 i ~ ~ 1 ~ o+ ~ oo.o E a - 5+47.54 MP RED I r- k s 1 ~ ~ l~ ~ ~ ~ I , v ~ o 1 / I I I, ~ / /I 1~ ~ / Q A. ~ ~ \ ~ A 1 ~ R ESM'T. I i ~ u ~ u _ ~ AND o A / - ~ ~ i ~ O.OD SHINI G W1 E - ESM T. 2 O - ~ - O~ITCET IINI G W1 E 6° 12~ 18" ~ ~ N W - ~ \ ~ n Z'. ~ B ~ G~ ~ v ~ . I~ > ~ ~ + - ~ o t 1 - _ ~ ~ ;r _ ~ ~Iv / - c_ A - \ " iy{_ ~ A , ~ ~ ~ a- ~ i ~~~/I ~ - _ I 1 I'1 ~ , 1 - ~ ES~3 _ I ~ ~ ~ m + ~ _ _ , I 11 J \ ~ I 60 ~ ~ - - - ~ 40' TYP 'A' B F ~ ~ , ~ ~ ~ ~ ~ S C E S ~ ~ ~ C ~ ~ ~ ~ _ ~ 0 EPR~R I _ I I / ER 601N B#3 8~7 J I ' - - ~ RA T ~ ~~2 I NRUND ~ ~ ~ ~ ~2 v ~ ~ ~ ~ s 1 ~ ~ 1 ~ / ~ 1 ~ _ FR HSE1 ~ I „ ~ - ~ CI# 5 I~ ~ - N~+68.25~A4AL N HILL i r, ~ i - ? I \ ~ 3+3i<06 WRITE S I ~ ~ ~ 'I I- 1 1 ~ 1 ~ 1 4 v ~8 ~ _ \ ~ ~ I ~ I ~ 5 - - CI 44 ~ ~ ~ ~ ~ I ~ a ~ ~ - 1 I/ ~ w / ~ v 5'T \ ~ 5 ~ ~ 1 I~ I ~ I ~ I ~ IN ~ 011JN`OF C RY I 1 ~ CONCRETE~S,I EWALK + ? - _ FES 12~ 2 3 ~ ~ - - I ~ n~ - ~ i ~ V ~ ~ ~ ~ I - GYP. ~ I _ I ll 1 / ~ , _ _ _ 1 - - ~ D-- PIPE ~ o ~ 1 ~ _ H 35 11SS + ~ 0-- 0 -F 0 _ k / I V 9 / ~ 1 ~ - 34~ - 81 ~ ~ ib+0 2 ~ 1 ~ ~ _ - -I ` ~ ~ ~ W I i ~ I 1 1 I _ _ 1 ~ CI.5 I - # B4 I / \ I / - - - - rv A E~,ti r,~L~ ~ar~ _ ~ `~~~i~ .~•e~ ~ \ I k ~ I ~ r / ~ ~ ~ F #11 I i ~ I ~ ~ ~ ~ ~ v i ~ / ~v l/ ~ ~ I ~ ~ I ~ ~ 1o A 1 ~ I /1 I ~ ti - EAS E T I G ` \ ~ i ~ \ ~ / N ~ I ~ i Y 4 28 PG. 84 JAR BASIN ~ 1 ~ ti ~ ~ I , I \ ~ v ~ ~ ~ \ i ~ \ / ~ ~ U E 676MP CS~52 ~ ~ U E R UND - - 1 ~ I / - ~ ~ - ~ ~ ~ ~ / ~ ~ - - 7 77.59 HAMPSHI ~ t l ~ 4 II ~ ~ ~ ) / ~ ~ DOWNS 12.37 HAMP IRE OWN 20 EF \ \ ~ ~1 D s ~ TYPE 'A' zTS#~ 2 'TYPE B = - - ~ 38. 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