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HomeMy WebLinkAbout19900066 Ver 1_complete file_19990628State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Kerr T. Stevens, Director 1k1?AJ / • ,76110 A NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES June 28, 1999 Mr. Skip Browder Town of Clayton P. O. Box 879 Clayton, NC 27520 Re: Bennington Place; DWQ # 990006 Dear Mr. Browder: The Division has reviewed the information you sent in to support the requested road crossing for the Bennington Place subdivision in Clayton. Since the proposed road crossing will lead to an existing road in the adjacent subdivision, we are prepared to issue the 401 water quality certification and Neuse River riparian buffer approval, provided that the Town of Clayton guarantees that the roads will be connected within one year of the 401 approval and not left as a stubout to be connected later. If the roads are not connected and made passable by that time, then your argument for the connection is invalid and the Town's subdivision regulations would be violated. The owner / developer of the property will need to submit the appropriate 401 water quality certification application (attached) and $275 application fee. If the Town ensure that the roads will be made passable within a year, the Division will issue the 401 water quality certification upon receipt of the application and fee. Please contact Pete Colwell or myself at 919-733-1786 with your response to this condition and any further questions regarding this matter. +Sierely, rney s / 401 Unit Cc: Steve Mitchell, Raleigh Regional Office Four Oaks Bank and Trust Company Keith Roberts, Blackburn Consulting Pete Colwell File Wetlands / 401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/l0% post consumer paper Ph. t? NCDENR Division of Water t 4401 Reedy Creek ] Raleigh, NC 27607 RE: Bennington Subdivision Clayton, North Carolina DWQ# 990006 Attention: Mr. John Dorney 1 CONSULTING ENGINEERING 234 E. Main Street ton, North Carolina 27520 553-2900 Fax(919)553-7298 March 31, 1999 14 ea?N'^?c -{o ( )(j(- a?-,)-) ? t n l e +44- D ear Sir: Thank you for responding to the issue of the stream crossing at the Bennington Subdivision which is currently under construction in Clayton, North Carolina. In your letter dated February 22, 1999 you indicated that there were alternatives and that the street crossing should be avoided. However, another issue is the crossing of the proposed water line. The contractors are currently in the process of installing the water line in the subdivision. It would be appreciated if you could make your recommendation on this matter as soon as possible. Thank you for your assistance in this matter, If you have any questions regarding this letter or if we can be of any further assistance please do not hesitate to contact us. Sincerely, Blackburn Consulting Engineering 2ith TRoberts,, P .E. NC Reg. No. 2378 r TOWN OF CLAYTON PLANNING AND INSPECTIONS DEPARTMENT P.O. BOX 879 J. L. "SW' Browder, AICP CLAYTON, NC 27520 Dan Schwoeble Planning Director Chief oflnspections (919)553-5002 ext. 208 Fax 553-8919 (919)553-1545 Fax 553-1541 Inspections Staff.- Janet R. Batten Duke Hockaday Cindy Lane Planner Q . `k Robert Yarborough Joe Hester (910553-5002 exL 209 Fax 553-891 (919)553-1545 Fax 553-1541 May 3, 1999 Mr. John R. Dorney NCDENR 1101 Reedy Creek Road Raleigh, NC 27607 Re: Bennington Place, Johnston County DWQ 4990006 Dear Mr. Dorney: I am writing in response to your decision regarding a proposed stream crossing in the above referenced subdivision, as submitted by Mr. Kevin Martin. This proposed stream crossing was required by the Town of Clayton in approval of the preliminary subdivision plan in May 1998. The crossing would connect to an existing right of way and provide a secondary access point to this proposed development of 82 residential units. Without this connection the development will be served by a single dead-end street system over 1500 feet in length, which not only violates the Town's Subdivision Regulations but also creates the potential for major problems in terms of emergency services provision. It should also be noted that this proposed crossing facilitates connection of a water main for fire protection purposes and it is located in a common open space area (to remain in a natural state) of three acres and two hundred feet in width. We would respectfully request that you reconsider this decision to not allow this crossing. It is our opinion that the public safety aspects of this street connection are justified with minimal, if any, long term environmental damage. We will assure contractor compliance with best management practices in construction of the crossing to minimize negative impact on water quality. Thank you for your prompt consideration of this request and we look forward to your response. If we might provide additional information or be of any assistance please contact my office at (919) 553-5002, Ext. 208 at your earliest convenience. f AS ly ?g4o?tt Browder Assist. Manager/Planning Director JLB/bs Cc: Town Manager Public Works Director Keith Roberts, Blackburn Engineering State of North Carolin-- . Dapartment of Envrol i and Natural Resource t' r Ci4ision of Water Quality o- Ott ?,.?,?,.• l •? -ok a-ties B. Hunt, Jr., Gover r JICDENR Wayne McDevitt, Secretary , M- "MENT Or i' A. Preston Howard, Jr., P.E., Director EN DUR ES February 22, 1999 ~~j I FEB 2 6 09.9 4r. KGVin Martin t1 ?? 11 Soil and Environmental Consultants 244 W. Mi.llbrook Road jI Raleigh, NC 27609 i Dear Mr. Martin: i i Re: Bennington Place road grossing i ; Johnston County I i DWQ # 990006 { ! D v Q staff has reviewed your request for an opinion with respect to the .Neuse Rivto. bufftrr roles (15A NCAe: 2B.0233) for the northeizi most, second entrarce to this proposed subdivision. Based or, the information you submitted, DWQ cannot approve i this a practical alternative- narnely, the subdivision entrance off of SR 1583 can be Please call me at 919-733-1786 if you have any questions. S erely= " lip Joh R. Dorney ,I• { j cc: Danny Smith, DWQ Raleigii Regional Office I I C:er<trai Files { Keith Roberts. Bll.kburn E:nQi=-,ring 4'aciacdsrd0. i.'nit 4401 Reedv Creek Road RaleiZh, North Carttiina 27607 ! I Telephoaa 919-733-17&6 FAX # 733-9939 Ar• E-gaal C`pportuiitfp j!K,rrl1 } Attlnn g .iployer 30% tecycled/1.6%.puat comwaier paper iii ... i Soil & Environmental Consultants, Inc. 244 West Millbrook Road ¦ Raleigh, North Carolina. 27609 ¦ (919) 846-5900 ¦ Fax (919) 846-9467 Application and therefore does not require an application fee. MEMORANDUM John Dorney, DWQ Wetlands Kevin Martin, Soil & Environmental RE: Bennington Place The purpose of this memo is to request your office's opinion regarding "practical alternatives" for a road crossing of an intermittent stream that is subject to the Neuse Basin Buffer Rules. S&EC and the project engineer believe the stream is subject to the Buffer rules but, DWQ field staff have not visited the site and determined that the stream is subject to The Neuse Basin Rules. At this time, we are only requesting your opinion on the northern most road because the rest of the plan is not finalized. We realize that depending on the final site plan, additional wetland or Neuse Buffer issues may need to be addressed. We are not submitting a request for a wetland permit for the subject road crossing at this time because we believe the crossing violates the Neuse Buffer Rules. Specifically there is a practical alternative: Do not build the road. The Project has adequate site access via SR 1583 (Daisy Road) and does not need this road. The road will only connect to an existing subdivision (Clayton Estates). The road is only desired by the Town of Clayton for "connectivity". The town has also mentioned that a waterline would need to cross at the proposed road location but the project engineer has confirmed that water could be brought in without crossing the buffer. Please advise us in writing that you concur that construction of this road would violate the current Neuse Basin Buffer Rules since a practical alternative to its construction exists. Owner/Agent Authorization Form attached USGS and Soil Map attached Soil/Site Evaluation ¦ Mapping and Physical Analysis ¦ Wetlands Mapping and Mitigation ¦ Environmental Audits On-Site Waste Treatment Systems, Evaluation and Design DATE: January 12, 1999 Soil, & Enviironme?tal Consultants, Inc. 244 West Millbmiok Roads Raleigh, Ntuth Carollm 27609 ¦ (919) 846.5900 hM pax (919) 94&9467 - AGENT AUTHORIZATION FORM - AL.NKJ..TQ F F-b IN AX.GU RENT NDQWN-ER Name: FOUR OAKS BANK & TRUST COMPANY Address: PA- BOXi n,3 ???•w ,rwr.r?.ww' Address: P Phony 91g-8g -5iJ77_ Iwrlw??l -wrM?? Project NQrr*1be6crip0an; BENNI, LYON PLACE Date: , 8-25^98 The Department of the A(My u.S, Army Corps of 11.nglneem Wilmington District PO Box I Soo Wiiminaton, NO 28402 Attn: 0ield afncr: Re: Wetiandx Related Consuitinq and POrtttitting To Whom It M4Y COMM: t, the current proms owner, hereby designate and authorize $011 and VIVIronmentel Consu!tents, Inc. to art in my behalf as my agent In the proo"ng of pef t appilC40Gn$, to furnish upon request supptemenw lMormation In supp9ri of applications, mic. fromiAis day forward. This, the 25,,` day of -E l '".'his tsotificatinn supersedes any previous sxrreepondeno!? cancem'nq acovit for this pfolect. FOUR OAKS A & TRUST COMPANY, BY, r SOUR OAKS BANK & TRUST COMPANY -P tt Owners Name: kgsbfi owners Signature: r1U..7. e.. -=' _1 r, 1. 1-":'H,•i _Ur. UHY _- bHI`1K -- ---.--- NO .2%12 P 2/2 BLACKBURN CONSULTING ENGINEERING ?Y PH. (919) 553-2900 FAX (919) 553-7298 234 EAST MAIN STREET CLAYTON. NC 27520 COVER SHEET T0:`,V "v I? ??i? 1 ?)y DATE al FROM: SUBJECT: MESSAGE: 1-1 - ?Qj'C/ ?? 11V 1_? ? N Z .ti a? Z u O U') U z O U) z O 0 0 h 0 0 0 a o o T O u a a a coca) 0?v o O 0 L c vi CL - O CL o L o '- ow LO o 0 O 0 T ? Q ? C 4 j ? T O N N N > ._ O u-) O o, N O c 3 Q O n C U O r-l Q T O o,2_2 T > ? ? N LS N `" O Q - ro p c O O E O-2 O u L-l O O a Q co E U th ? cn ??i I / ?? 4 JJ 1 ? n low r K .? - 3 • N? O n :.11131 \. e c Co \ 1 ` ?y0 ?\p\ 11 329 ?. ?, 111 0 _ 70` 111 _ ? O ? ••%%:• • i • O• 11?. ?; \°u .d?• • ?? 2 .= 2 0,10 ?.\ U • • d\ Q / w ? • 3 ?. n , $ ve \\ t G e S \\\\ t4 ? Ty ? ? 300 \\ 322 to h `?`so y ? ;I em j • '?, i' n ?em:, Ns0 ?\ / // O II ,0 1 ? 3 111 N 1 4 //3I0 n 305 \ o - DSO 250 0 729 730 27'30" 731 (PO RATAN) 7 3 SMITtr 5355 111 SW vey 1 SCALE 1:24000 * 1 0 MN 10p0 0 1000 2000 3000 4000. 5000 6000 701 ;raphs GN 1 .5 0 1 KILOME' 5• CONTOUR INTERVAL 10 FEET 89 MILS 1.30' 27MILS NATIONAL GEODETIC VERTICAL DATUM OF 1929 Q ua _ '\merican is UTM GRID AND 1973 MAGNETIC NORTH 9198469467 S & EC PAGE 01 Soil. & Environmental Consultants, Inc 244 West: Millbrook Road ¦ Raleigh, North Carolina 27609 n (919) 846-5900 ¦ Fax (919) 846-94( Facsimile Sheet Fax Number (919) 546-9467 Date: Time Sent: To: Name: ..: yA i 42- V- cc: Company: _ 'b ?A) a Fax Number: -7.3, ?Ysy From R12 8\ M C-4-+N Subject: Number of pages including transmittal sheet: ?. For your comments/approval Per our conversation Please advise Would like to discuss For your information Per your request Please call Please handle Hard Copy Sent: US regular mail UPS overnight Federal Yrxpress Odw Hand delivery US certified No hard copy sent Remaxks- if you have any questions or problems with the transmission, please contact ti t.-Yjrl e, at (919) 846-5900. Confidentiality Notice This transmission is intended only for the use of the Individual or entity to which it is addressed and may contain ittfa mation "t is pz ivileged and confidential. If the reader of this message is not the intended recipient, you, are hereby notified that n4y discloSUre, distribution or copying of this Wormation is strictly prohibited. If you have received this transmission in error, please notify us immediately by telephone and return the faxed documents to us at the above address vta the United States Postal Service. Soil/Site Evaluation ¦ Mapping and Physical Analysis N Wct4inrls Mapping and Mitigation N Environniental :1LI&S On-Site %Vm5tc Treatment Systarns, Iva luation and T)csign 64EMORANDUM TO: John Dorney SUBJECT: WETLAND STAF Regional Contact: WQ Supervisor: in i Date: PORT. AND RECOMMENDATIONS Facility Name Bennin ton Place Project Number 99 0006 Recvd From APP Region Recvd By Received Date 1/13/99 - - Project Type road crossin ' Certificates Permit Wetland Wetland Type Type Impact NBR ?- o y @)N ?----- I--- O y ON Miti_ q M"itigationType Stream Class Wetland Stream score , Index prim. supp. 7--F2-7-43-12 I `' NSW Wetland Feet Type Acres County Johnston County2 Region Raleigh Acres Feet Basin Req. ?Req. 0 0-_ I N Is Wetland Rating Sheet Attached? O Y O N Did you request more info? 0 Y s Been Discussed With Applicant? 0 Y O N. Have Project Changes/Condition Recommendation: 0 Issue O Issue/Cond O Deny O Y * N Is Mitigation required? Longitude (ddmmss) Provided by Region: Latitude (ddmmss) r,t%mments: Page Number A0 J7q- 035 Recommendation: BennPon Place Note: I did not perform a site visit. I talked with Kevin Martin and he stipulated that the feature was a stream and the stream was subject to the Neuse Buffer Rules. s-? in They need to provide additional justification for the road crossing or the road crossing should not be allowed pursuant to NBR.0233. The plans seem to desperately indicate that there are clear alternatives. 03/0311999 09:31 9198469467 S & EC PAGE 02 State of North Carolina Department of Environment and Natural Resources Division of Water Quality James 8. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director AC NC ENR February 22, 1999 Mr. Kevin Martin Sail and Environmental Consultants 244 W. Millbrook Road Raleigh, NC 27609 Dear Mr. Martia, Re: Bennington place road crossing Johnston County DWQ # 990406 DWQ staff has reviewed your request for an opinion with respect to the Neuse River buffer rules (15A NCAC 28.0233) for the northern most, second entrance to this proposed subdivision. Based on the information you submitted, DWQ cannot approve this a. practical alternative - namely, the subdivision entrance off of SR 1583 can be utilized. Please call lne at 919-733-1786 if you have any questions. 'e rely. Joh R. Dorney cc: Danny Smith; DWQ Raleigh Regional Office Central Files Keith. Roberts, Blackburn Engineering OF URCEs Wetlands/401 Unit 4401 Reedy Creek Road Ralcigh, North Carolina 27601 Telephone 919.733-1786 FAX # 733.9959 An Equal Opportunity Affirmative Action Employer 50% recyclcd/10% post consumer paper State of North Carolina- Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Kerr T. Stevens, Director Mr. Keith Roberts Blackburn Consulting Engineering 234 E. Main St. Clayton, N.C. 27520 Dear Mr. Roberts: 1 ?• NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES April 16, 1999 DWQ # 990006 Johnston County On 31 March 1999 the Division of Water Quality (DWQ) was notified by receipt of your letter concerning the water line at the Bennington subdivision in Johnston County. Approval from DWQ is required to disturb these wetlands. Please call me at 919-733-1786 if you have any questions or would require copies of our rules or procedural materials. incere o R. Dorney cc: Raleigh DWQ Regional Office Wilmington Corps of Engineers John Dorney Central Files 990006.pnd Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper lvision of Water Quafity / MEMO From: Ue- Date: e'lo of To: 119 414 060 PI Subject: AeODti' 9VtO laee_ 67`17179 $-/4e- re vw4(eo? ?4o-? Y'Oa?S If®lv2 boem G?? stool ol?,x ??f ?df ref p?V?e e eh ?oY os`iLPOr ?j r?r 1` 1`er ?f aS f?e?° yr G , t KaE /??0%o16?Y a ?d? ? ? Za c c?lC Lva ?la?r? ??4 TA-e Boa d C IVeSS r`v19 lsr?i l( ?o? ?1?c T SGibO?,v,`S104 C P4 I /V akill vvtevial &; qO/ "'e ?I/r 'C?1 Cdvtp??` '?i?yK '?lit?! 'T '?'?le 4^oarl Goilv,.eo-i.b?'l GiG r?o 5 S 5 ?? e a vK yn r us440 c? wl,157144-e.o(, r 0" - NCDENR North Carolina Department of Environment and Natural Resources PO Box 29535, Raleigh, North Carolina 27626-05 5 / Phone: 733-5083 WaVA Johnston County GIS PARNUM=05H03198H LANDMARK= NC RN=1858-783922 MAPSHEET=165807 OVVNERNAME=FINDER, GINGER T ADDR1= ADDR2=1101 S LOMBARD ST ADDR3=P O BOX 851 CITY=CLAYTON STATE=NC aP=275200000 BOOK PAGE=1277-0572 VALUE PAR--0180 ACREAGE=0.74 PFLAG=U REVALUE=58670 MARKET=58670 LASTMOD-824/98 RANGE= -j?pi?lSrnN ig6Db i WRSFID c --? p 15 e tc h ?c ! BJ 7!?,P0r,-4: T Io4 AT LA bl lY ??b -m 70t) Ft?;Xr WIT40-aT w6tALD 13r-, 51 VAT'0- LC7 too 1? *10 f? 'tj .a SUBDIVISION REGULATIONS TOWN OF CLAYTON CLAYTON, NORTH CAROLINA A. f) Only subdivisions wiLn lots of 20,000 square feet or larger may provide streets with shoulder sections in accordance with the North Carolina Department of Transportation, Division of Highways publication, Subdivision Roads, Minimum Construction Standards, latest edition. D Driveways onto shoulder section streets shall have any portion within the right-of-way paved to the same thickness as the street that serves the driveway (Amended 312/92 and 4/4194). 3) Grades approaching intersections shall not exceed five percent (5%) for a distance of not less than one hundred (100 feet from the right-of-way line of said intersection. 4) A tangent of not less than one hundred (100) feet shall be provided between reverse curves on all streets. 5) Street intersections shall be laid out in the following manner: a) No more than two streets shall intersect at a point. b) Streets shall intersect as nearly as possible at right angles and no street shall intersect any other street at an angle of less than seventy-five degrees (75 degrees). C) Intersections with major thoroughfares shall be at least eight hundred feet (800') apart measured from centerline to centerline. d) Street jogs with centerline offsets of less than one hundred twenty- five feet (125') shall be prohibited when the job lies wholly within the subdivision and shall be avoided wherever possible on the exterior boundary of the subdivision. e) Property lines at street intersections shall be rounded with a minimum radius of twenty feet (20'). 6) Cul-de-sacs shall not exceed 1000 feet in residential development with lots larger than 20,000 square feet. In residential development with lots less than 20,000 square feet, a cul-de-sac shall not exceed 700 feet in length. In non-residential development, a cul-de-sac shall not exceed 400 feet in length. Cul-de-sacs shall be used only when it is determined by the Town Council that extension of the street to an adjacent property is impractical or unnecessary. (Amended 4/4/94) 7) Where the subdivider constructs an alley in a subdivision, such alleys shall conform to the following specifications: a) Right-of-way ................................. 20 Feet b) Property line radius at alley intersection .............................. 20 Feet 19