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HomeMy WebLinkAbout20200013 Ver 1_More Info Received_20200306Strickland, Bev From: Daniel Kuefler <daniel.kuefler@wetlands-epg.com> Sent: Friday, March 6, 2020 2:06 PM To: Johnson, Alan Cc: Len Rindner (len.rindner@wetlands-epg.com) Subject: [External] Re: FW: Azalia Ridge 20-0013 Attachments: Azalea Ridge Stream Exhibits _updated 030620.pdf • External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Mff-rt-s—pam@nc.gov Hi Alan, The engineers got the approval they needed from the City and have redesigned that stormwater outfall per your comments. The attached exhibits reflect that redesign (figure 9; sheet 3 of the pdo. No other changes to the application have been made - Catherine has recently issued the 404. Please let me know if this clears things up or if you need any additional information. Thanks, Daniel On Fri, Jan 17, 2020 at 1:10 PM Johnson, Alan <alan.johnson o,ncdenr.gov> wrote: below From: Johnson, Alan Sent: Friday, January 17, 2020 1:09 PM To: Johnson, Alan <alan.johnson o,ncdenr.gov> Subject: RE: Azalia Ridge 20-0013 Any update on taking the SW oufall out of the culvert and discharge adjacent Thanks From: Johnson, Alan Sent: Wednesday, January 8, 2020 9:51 AM To: Daniel Kuefler<daniel.kuefler@wetlands-epg.com>; Len Rindner (ten. rindner@wetlands-epg.com) <len.rindner@wetlands-epg. com> Subject: Azalia Ridge 20-0013 This outfall (and others if similar) can be change to discharge adjacent to the stream, not into the stream And the culvert could be shorten, similar to the other side. Alan DWR ONbkm of WAtgr RC:IioUFsa{ Alan D Johnson — Senior Environmental Specialist NC Dept. of Environment & Natural Resources (NCDENR) Division of Water Resources - Water Quality Regional Operations 610 East Center Ave., Suite 301, Mooresville, NC 28115 Phone: (704) 235-2200 Fax: (704) 663-6040 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulation. Daniel Kuefler Wetlands & Environmental Planning Group Leonard S. Rindner, PLLC www.wetlands-epg.com [wetlands -ems com] 336.554.2728 LO PARCEL ID: 220906/`l\ — \\� �\ \ II \ \ \ �/ EX. WETLAND H TOTAL SITE AREA: 78.13 ACRES 0.07 AC ONSITE ONLY ll_\� �\\\\\\ \ \ \ / / / / / / �' \ � — — — = _ //� 0.09 AC ONSITE o.� ,s,�. Oji 6ry°� �,°/% soo°� °\ \\ ^\ \`\��IIIIIII�I \1\II /lll1�\\ w Ex.weTLANDF \V �A A11 IIII// / III soA11 ��ii/�//�/�% !ii/� �AIII�111A�\V�V�� AA�1� y 1 �� ��' //�%/ ��//Il\ / �\ /III\\\l���l�ll�lV(<<r�� 11 I/— i�l�/j= �%AAh�AIIIII�IIII��I��V�\VA�1��111�� X� p A VA� / Il II/' — I PROP. OFFSITE v\\ SEWER EXTENSION A�11 EX. WETLAND D V ( \ 0.001 AC ONSITE ONLY V I I� IIII III �, A \ �� AAA III I I I \ V /o / j j / PVC ��� <. �zM -11 l(l \ I I l� �b�'_=� ���V I 1 1 � II EX.wETLANDBv /�I Ill�lllllll�\%/�_ \vAvl I11III III VA v vA�A�/tll ���--JIII/ IIIl�ll �/ 0.009 AC ONSITE 147��//IllV/ rl I I / /,a /o . (706)e'� I �. � 1 i // � � �) INTERMITTENT STREAM E ONSITE ONLY I I IIII 440 /ijLFi PERENNIAL V A ERENNIA \v PERENNIAL �j//////%//(/ /I AM J 1 12STRELF ONSITE STREAM C �/ // i /////� // 94 LF ONSITE 11/ \ p06j� I Av an 1 I \ / 1 Ill I V' �,lll�lllllV /,m// 1 A \ v�� : �/ 1 I // / //i / (7uB) APPLICATION TRACKING NUMBER: I1/j fl SAW-2019-01232 j 11 dpr EXISTING SITE CONDITIONS EXHIBIT AZALEA RIDGE Scale: 1"=300' Date: 03/05/2020 Dwg. No: ��•catW es MOUNT HOLLY, NORTH CAROLINA Job #: 17054 w Figure 7 EXH-1 °ster pbnning. clNlengln,,dng FOR 0 300 600 a eOantl"�^ By: MT/HN HOPPER COMMUNITIES 420 ^°vnllotne In . tlw^°tte, nc 282M n1033L206 . xww.Qft°55atMes.net NC Eng. FFm LkmusC-0560 p h� 11 N EA PW -- LEGEND- o ----------- i. o i r • • a�ssociawtes AZALEA RIDGE v C2-1 WATERSHED DISTRICT: CATAWBA RIVER 1 II I I II II I PROJECT GRADING I /( \� �� ��j� /' / O PROPOSED BUA=±23.9% (<24% MAX., LOW DENSITY) 1 1 I I I BOUNDARY FOR _� W DEVELOP AS: DETACHED SINGLE FAMILY RESIDENTIAL I I I PROP. OFFSITE / / i \�C \ / / / / // i Ur PROPOSED # OF LOTS: 131 I SEWER EXTENSION10\ / w J 0�T // // Q 1 3/4ss / ' / i v�\( . / I / ——(e20)— � s4s / moo / / / / I� I 11\I^ 610 68 / /=¢M1]820 / LPE.28 / LPE=638. 527 ±25 LF TYPE 2 RIP -RAP 18" s / THICKNESS OVER FABRIC KEYED IN GROUND AT / 1 PRE -CONSTRUCTION STREAMBED ELEVATIONS i PROP. 84"CMP / / �/ �'O� / a CULVERT 1±140 LF STREAM IMPACT) I / LPE=49.031 /LPE=633.80_ / 1 i / / sao in i APPLICATION TRACKING NUMBER: SAW-2019-01232 RPW STREAM A CROSSING EXHIBIT IMPACT #1 AZALEA RIDGE Scale: V=50, Date: 03/05/2020 Dwg. No: ��•dpes Fi ure 9 Job #: 17054 w MOUNT HOLLY, NORTH CAROLINA g EX H -2 °sta pb^M^g. dw1'.g1^ ftg FOR 0 50 80 a e0antl"�^ HOPPER COMMUNITIES �mml By: MT/HN 420 ^°wMwme In . l a^Mh, rc 28204 n1433LZW . xww.Qft°55atMes.net NC Eng. FFm LkmusC-0580 C \ C 630 \ °Q / 630 \ \ / / / / \ \ 15" RCP I r r \ _ i 5-24 620 / 620 PROP. 8" 40' DIP SS XINLJ \ I II 610 — — 610 � II II � III I a I rc U 600 RQS�WOOD DR. H 600 w N� N n M u� v N � rnN r c� n MOD (h OD M N r` N N n MmM ' n 00 O O N (O O m LO � MMu?In (V u7 V (0 (O Cl) (O aD N V N L6 A (M O O D) 7 V v W U O 0) S co V m (O V rO (0 M u) (0 m to M ro (0 N <o (0 N O N ro (0 N co (0 N w O M rp (0 r0 to to (o V (0 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 APPLICATION TRACKING NUMBER: SAW-2019-01232 - r dp ter planning . — "gh—Mg urbonEelgn.largscapeachireclun: 420httwi—In.cMbir ,.H EW. ]04rm uttnu EOW . www.tlpra-Cc NO Erg. Fl-OSfiO RPW STREAM A CROSSING EXHIBIT AZALEA RIDGE MOUNT HOLLY, NORTH CAROLINA FOR HOPPER COMMUNITIES 0 Scale: 1"=50' Date: 03/05/2020 Dwg. No: Figure 10 Jab #: 17054 w 0 50 80 EXH-3 By: MT/HN a F PROP. ROSEWOOD DR. 50' ROW PROP. ELEV. @ ±626.30 GUARD RAIL GUARD RAIL PROP. ELEV. PROP. 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FFm Lkmu/C-0560 11 A P' __ __ j __ '_ __ ±140 LF OF STREAM IMPACT PER WATERWAY AND ±20 LF TOTAL OF TEMPORARY IMPACT FOR COFFER DAMS RPW STREAM A CROSS SECTION IMPACT #1 AZALEA RIDGE MOUNT HOLLY, NORTH CAROLINA Figure 11 FOR HOPPER COMMUNITIES m Scale: V= 15' Date: 03/05/2020 Dwg. No: Job #: 17054 �U � 9 By: MT/HN EXH-4 L( 0 w 0 0 Q w J N N Q n COFFER DAM DETAILS �1 EROSION CONTROL DEWATERING AND a20 LF TOTAL OF TEMPORARY IMPACT FOR COFFER DAMS l a lueomvnaaem'n Te 'j TEMPORARY STREAM CROSSING Figure 12 AZALEA RIDGE C3-3