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HomeMy WebLinkAbout20040108 Ver 1_Staff Comments_20040220MEMORANDUM TO: John Dorney Regional Contact: Non -Discharge Branch WQ Supervisor: Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Certificates Stream Stream Impacts (ft.) Fr'mit 1Netland Wetland Wetland Stream Class Acres' Feet Type Type ! Impact Score Index Prim: Supp. Basin Req. , Req. 39 F Head V-5 O N 1 —27-43-15-( F—c _ NSW 30,403. 0.02 260.00 F245.55 15.00 _„,=ail fxkaFilm F -F -- O Y o N F—F_I-F_f F F_ F_ F_ .. Mitigation Wetland MitigationType Type Acres Feet Stream WRP Stream 1 F 245.00 'n '02i Is Wetland Rating Sheet Attached? 0 Y * N Did you request more info? 0 Y 0 N Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N Is Mitigation required? Q Y O N Recommendation: 0 Issue 0 Issue/Gond 0 Deny Provided by Region: Latitude (ddmmss) 354127 Longitude (ddmmss) 784955 Comments: JOHN (INGANEER) PLEASE REVIEW, HERE ARE MY COMMENTS (DAE) cc: Regional Office Central Office Page Number 1 i rc it V Ii ;i I i it I Soil & Environmental 11010 Raven Ridge Road • Raleigh, North Carolina 27614 tf ,F1�`tt1 r \ \ 1 V US Army Corps of Engineers Attn: Ms. Jennifer Burdette 6508 Falls of the Neuse Road Suite 120 ` Raleigh, NC 27615 V www.SandEC.com Consultants, PA Phone: (919) 846-5900 • Fax: (919) 846-9467 (�L m aAeZ January 29, 2004 S&EC Project #7472.W0 NCDENR-DWQ Attn: Mr. John Dorney 2321 Crabtree Blvd Parkview Building Raleigh, NC 27604 WETLANDS 1401 GROUP RE: Request for Nationwide Permit 39 and Buffer Compliance \� L1 Miramonte Subdivision JAN 2 9 2004 Apex, North Carolina WATER QUALITY SM. � , n Dear Ms. Burdette and Mr. Dorney: On behalf of Stone Hedge Carolinas (property owner), we hereby request authorization from the US Army Corps of Engineers (USACE) to use Nationwide Permit 39 for proposed permanent impacts to a stream channel and jurisdictional wetlands resulting from the construction of a residential community. In addition, we request written concurrence from the North Carolina Division of Water Quality that the project complies with the Neuse Buffer Rules and the General Certification #3402. A Pre -construction Notification Application (PCN) is attached, which includes an agent authorization form. 0 (Z, The + 80 -acre subject property is located on the east side of NC Highway 55 approximately a half -mile north of its intersection with Sunset Lake Road. Please refer j to the attached portion of the USGS map (Figure 1) for the project's location on the j Apex, NC topographic quadrangle. t, S&EC completed a detailed wetland delineation and Neuse River Buffer evaluation on the property on November 25, 2002. Ms Andrea Wade of the USACE issued a notification of jurisdictional determination on June 2, 2003 (AID 200320638). Ms. 0 Deborah Edwards of the NC-DWQ made a site visit and confirmed the buffers on November 20, 2002 (NRRRO 03-035). Mr. Dave Penrose of the NC-DWQ also visited the site to make a perennial stream determination on February 10, 2003. Mr. Penrose determined that the stream becomes perennial at point approximately 15 feet downstream of the point in which it becomes buffered. Charlotte Office: a'• Hickory Office: 236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane Soil & Environmental 11010 Raven Ridge Road • Raleigh, North Carolina 27614 tf ,F1�`tt1 r \ \ 1 V US Army Corps of Engineers Attn: Ms. Jennifer Burdette 6508 Falls of the Neuse Road Suite 120 ` Raleigh, NC 27615 V www.SandEC.com Consultants, PA Phone: (919) 846-5900 • Fax: (919) 846-9467 (�L m aAeZ January 29, 2004 S&EC Project #7472.W0 NCDENR-DWQ Attn: Mr. John Dorney 2321 Crabtree Blvd Parkview Building Raleigh, NC 27604 WETLANDS 1401 GROUP RE: Request for Nationwide Permit 39 and Buffer Compliance \� L1 Miramonte Subdivision JAN 2 9 2004 Apex, North Carolina WATER QUALITY SM. � , n Dear Ms. Burdette and Mr. Dorney: On behalf of Stone Hedge Carolinas (property owner), we hereby request authorization from the US Army Corps of Engineers (USACE) to use Nationwide Permit 39 for proposed permanent impacts to a stream channel and jurisdictional wetlands resulting from the construction of a residential community. In addition, we request written concurrence from the North Carolina Division of Water Quality that the project complies with the Neuse Buffer Rules and the General Certification #3402. A Pre -construction Notification Application (PCN) is attached, which includes an agent authorization form. 0 (Z, The + 80 -acre subject property is located on the east side of NC Highway 55 approximately a half -mile north of its intersection with Sunset Lake Road. Please refer j to the attached portion of the USGS map (Figure 1) for the project's location on the j Apex, NC topographic quadrangle. t, S&EC completed a detailed wetland delineation and Neuse River Buffer evaluation on the property on November 25, 2002. Ms Andrea Wade of the USACE issued a notification of jurisdictional determination on June 2, 2003 (AID 200320638). Ms. 0 Deborah Edwards of the NC-DWQ made a site visit and confirmed the buffers on November 20, 2002 (NRRRO 03-035). Mr. Dave Penrose of the NC-DWQ also visited the site to make a perennial stream determination on February 10, 2003. Mr. Penrose determined that the stream becomes perennial at point approximately 15 feet downstream of the point in which it becomes buffered. Charlotte Office: Greensboro Office: Hickory Office: 236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681 Phone: (704)720-9405 Phone: (336)540-8234 Phone: (828)635-5820 Fax: (704)720-9406 Fax: (336)540-8235 Fax: (828)635-5820 January 29, 2004 S&EC Project #7472.W0 Page 2 of 2 The subdivision's proposed impacts consist of 245 linear feet of perennial channel, 15 feet of intermittent channel, and 0.017 acres of wetland impact resulting from the proposed construction of the residential subdivision. Impacts are due primarily to the main thoroughfare road, Straywhite Avenue, which is on the Town of Apex's thoroughfare plan. A small wetland area (n fl acre) and intermittent stream channel (15 LF) will be imna-+-a'-- )ond located at the top of the drainage. The connect NC Highway 55 with the future Reu vas conducted on the property in an effoi cticable. Given the two fixed points of inter s were limited. A large wetland exists down ng it less of a feasible option to shift the rc if the proposed thoroughfare road is currei �. extended through to the south of the propos J use of headwalls. In addition, the a applic. Practice devices for water treatment and to floodplain of Middle Creek has been a -N �, �.,szl to Middle Creek. Current. F \ for the p a determin v \.. '., because 1 ( �, road cros, . 3 payment 1 Please call further exp Sincerely, Sean Clark Environmental Scientist DWQ require stream mitigation -,quest for a preliminary acceptance al stream channel impacts. Also, .s exceed 1/3 acre for the single ne/Hedge Carolinas proposes tave any questions or require any Attachments: Pre -construction (PCN) notification form Agent Authorization Form Site Location Map-USGS (Figure 1) Site Location Map — Soil Survey (Figure 2) Proposed Wetland Impact Maps (1 large sheet and 1 on 11 x 17) Inset maps (2 sheets) $475 Check (or copy) to DWQ for Water Quality Cert. Processing Fee .I � � .moi. � � �• � � " ► —fog/ ��M i� ,faa. {�[[���1!!,y: •... fir/ _, _ ,,.. '..����,�� � .��! ',. f„yS��_��. " i % -41 k':.,..�:..`�......_.... .... .�� r '.. , �.-a►�.,�y�- .. �'U�I'M. ..� �� ;,.�i ,! _ of �� .'��. • � '7E�:� �== ori � L1 � -'�` T> • . n _ SEMEM�im_ INS Iitulh•� a �1�,��Ci`.q,�• � „ .✓ Ir � � � , �� • •o7i ails liii i i�►'iun n1,■1� �,\ Is 1 ,Ell I ilm MIN i� ; 069 AC. i ► f..� /. fain .■■ - • : —�� //`�:I _ ♦I///rPIFAI M For, L O�'iv+i•� I���'y i� ami /������ a �.b�i.�i�♦ s �I +6. t C , g ay.�c�>WON Mc1� c�cc��. �, °; %, e.. ��'s<�!,,!Ops►eei'��'�"'icier:•ias!�aieco':�a!iOp�ei��.'+��a�lA��e,,�., �. V WE AMOR i • ' i ice/ i.' <,.. N r� r�C�a+�S�NI �O•®�, ' grgs • i � � �t nU('�-j e� DIF' Ble < 3 cu— - via w.,1, o — — GRAPHIC S( �I h - 122 \ 123 CLEARING , �i4 LIMITS ( \ 1 i 5 I 126 100 0 `\ Cly46A 5"RC P _ CIJj46' -) Ur row c- 79/ :ARING ! / / / 7GY ` MITS I -- -- — _ I //� /' CLEARING LER FLOODWAY / 78 / / 71 / / ' 1207.56 INSET 2 _ { R p37 CD s 34 1 CI#33 �� / �/ 4 C 3 S.r'�4r k—, . 30-2O \ cl -5 P..L IMPAC - P WETLAND IMPACT= 0.014 ACRES `j rD✓'Lt.�,,�.. INTERMIT. CHANNEL �^"' � cl- r CO ETE JSDEWALK BUFFERS: IIN. 1T. 37 +.._.. (J TY AL / ' / ZONE 1=3390 $0.FT. OWN-/ 13 12 i`13 �`�% ZONE 073354.) ,.78 14 (..077 AC, _ VV TL d LA / P-RAP IN A L Q.0 1 A WETLAND %F 0.157 AC ES LINEAR RAND 0.007 AC IES OFFSITE DI AINAGE AREA = 3 51 AC. TEMPORAR RISERBASIN #2 DRAINAGE-REA=9.5 AC. DISTURBED AREA=4.0 AC. REQUIRED TORAGE=7,200 CF - \ TEMP. RISE R ELEV=372.0 N�W TLANDS DISTURBANCE /0 BE PERMITTED BY � \ SACE/NCOHNER DWO PERENIAL �` CHANN� \ http://imaps.co.wake.nc. us/imaps/printmap.asp?pin=0750161447&pin... Parcel Number: 0750161447 Map created on 2/20/2004 11:14:27 AM. Copyright 2003. City of Raleigh, Wake County. REID: OWNERI ADDR1: ADDR2: ADDR& DEED BOOK: DEED PAGE: DEED DATE: DEED ACRES: BLDG VAL: LAND VAL: BILLING CLASS: DESCRIPTION: MAP NAME: PIN NUM: PIN EXT: CITY: PLAN JURIS: TOWNSHIP: YEAR BUILT: SALEPRICE: SALEDATE: TYPE USE: DESIGN STYLE: UNITS: LAND CLASS: ZONING: OLD PARCEL NUMBER: ADDRESS ST NUM: ST MISC: DIR PREFIX: 0 345 it ST NAME: ST TYPE: DIR SUFFIX: 0033564 MCCAR DEVELOPMENT CORP INC 11525 PARK WOODS CIR ALPHARETTA GA 30005 10305 0615 7/25/2003 80.06 0 1655375 CORPORATE LISTING LT 1&2 STNHDG CARDINS LMTD PTSHP 98-2005 075001 0750161447 APE AP WHITE OAK 0 0 Vacant 0 VACANT O&1 696-00000-0054 E WILLIAMS ST 2/20/2004 11:14 AM DEAD END BARSRILITCAD--. �- --""G�,v,,GC.% —y--- 13 FENCING -t(C1j Qti, uC �� t - I^ a W Cyr, ()E� e \ _ Cc'vlu e4 Gu prJc�� �. F we��h-Joss i ble Lass rJ--� GRAPHIC 122_ — I \ 123 -� 4 I �� / , / (� % ISF 1 uq I CLEARING\ LIMITS I 125 j, 126100 0 ( \ / /59/t' I 58 _ I#46A #45 % 1 5-7 - �. 5 \ 55 .,` C1146 � I � `I � I 1. TEMPORARY DIVERSION SWALE � � � lo✓j CIJ45 CLPARING r \ \ GRAVEL &RIP -RAP BASIN #1 p 1 ,eIMITS DRAINAGE AREA=2.0 AC. #44 -- DISTURBED AREA=1.1 AC. �B / 5 F IN REQUIRED STORAGE=3.600 CF 1' 43 �.. 25'x5O'x3'd=3,750 CF/ �a - q G✓j�'} 79 / % _-" \ �+- 751RCP I DIST k TARING / �/ / % 70' > /` ��., A%L / rVl.•. MITS / / U CLEARING — 69 'PE / / / `- h /3 YP 'A' B F R /7s �// 7�/ / J 'r - / / I CLEA NG Cl ` I I 1 1l \ \ �S 82.4 FLOODWAY I r % LI TS i RGA I l 1 ,. ��. FLOODWAY / / Y 1207.56 // \\ 68 / 1 / 5 / 1 0�5 �q J 1 '' �� (SEE NOIR 1) \. Q�Z, i ` VAY� BL INSET 2 / u Lu BLI ER 6o enm. / I 1 -'mN - IMPACT 4 - ROAD�� MITTFj�I (ALPHARETTE TRAIL) BUFFERS: ZONF 1=9013 .11Q.rT. 70NF 9 Q.FT.ip't _\ / f / I 66 j _ �' \ SOP � � 63 �•• � / !_ /,�s�i ;_ / � `hep IMPACT STRAYWHITE I 1 R l 134` Cil 33 /. 4 1=10811 SQ.FT. l f `1 ^1 \ J �i J( '_ 1\\ , I �`�-l'Y I�S,v.� �� Gd ♦fit 1 ' R P C 3 !� (.248 AC_) 100 YR. FLO06 (SEE NOTY \ I 2= 5311 T. (.122 2) ' — _ P SILT/ \ . // _ / /OUTLET PROTECTION T DEPE I\ _ /J `-- FXNCIN� / \ RId CLASS ,8, P RAP - C.QVr�,(r-y'Jp.� (�✓.eC C.f�\ �„(.,�.. 50 N SE \ 1 ` V \ e-/� , p�.�e. (�✓C7.�6 C. e f- / IMPAC - P 3� _ /� �� �Zc� `s tl . I / ( RI SIDE E OM ,1 \\ NOTE: v o— WETLAND IMPACT= �, '` RC f \ ��G �• r ^ / VARIABLE WIDTH L 0.014 ACRES u �.{2ETlSINING-YY \ ..�<"p`f� / T(� OF , \ 11 BUFFER HAS TO % `J ' C�✓Lvti,E,,V., ` ,Yf /� tGy� J INTERMIT. CHANNEL �,..� -u W/ HANMDDR - •� / / ,� BE MONUMENTED / r 'CO ETE ��K _/ INTERMIT. I IN. FT. 37 + �� ` /� `' i i IN ACCORDANCE W/ I - ZONE = . / — �7�- : , 46 -1 j���� TOWN RE APEX .�yT we ZONE iU78yACQ.FT. _ 1 - I� A . 12 _ IABL� Iw ODE REQUIREMENTS �1 Q /� l I ZONE 3354 Af Lc iLEgRIN 6T /` / IQ � � 5 L" G S / (�. E(&XE "'�,.., �.� 1 / / \ NI E a e. j n /- �_ f>t♦ REET _,\ I I(f� %11 / ' �'� LO���CUYVU-V` �W _\ P -RAP CI SqN — _ I �� v 1. V INA L @.0 1 A I WETLAND / 0.157 AC ES LINEAR W TLAND 0.007 AC cES OFFSITE DI AINAGE AREA = 3 51 AC. TEMPORAR RISER BASIN #2 DRAINAGE kREA=9.5 AC. DISTURBED AREA=4.0 AC. REQUIRED TORAGE=7,200 CF TEMP. RISE R ELEV=372.0 13$7 0- 7/ / yPEDEs'"Eµ RMMG — �ip'F,�� 45l \\♦2���\ ,\ \1j1, { eR R W CF' — — 72g7s�?iR\` ,' G AVEL & RIP -RAP BASIN 2 48 ` `F7- \ �66 1 ' D INAGE AREA=2.5 AC. J,OD.2 dS�� \\\ DI TURBED AREA=1.5 AC. , , \ \\ REQUIRED STORAGE=4,500 'aWay> /� \ \ \ yPG 4 \\\\ \t�\, 25 50'x4d=5,000 CF CI ,C \ ILIM TSG 22 - \��\` / #fro #4�9 1 3i CLEARING— LIMITS \ `t y \ -43 �\ 30 PERENryIAL CHANN