Loading...
HomeMy WebLinkAbout20200054 Ver 1_Stream Crossing Exhibits_20200129Strickland, Bev From: Daniel Kuefler <daniel.kuefler@wetlands-epg.com> Sent: Wednesday, January 29, 2020 4:11 PM To: Johnson, Alan Cc: Len Rindner Subject: [External] Re: Bella Vista Attachments: Bella Vista - Stream Crossing Exhibits - 2020-1-29.pdf • External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to ELort.spam@nc.gov Hi Alan, Dan came back with an updated plan set showing the sills you asked about, and confirmed that the second barrel is elevated above the wetland. Please see attached and let me know if you have any other concerns. Thanks, Daniel On Thu, Jan 23, 2020 at 11:13 AM Johnson, Alan <alanJohnsonkncdenr.gov> wrote: Is the second barrel of the two barrel set at grade with the wetland? You show just the one barrel being buried. Given that these barrels have to be buried a foot. Sills at the upper and lower end would help hold the grade. DWR WvWc)n of WAter IkC:Jiqurggs 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 1 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 336.554.2728 EI x li t��ti�ilifififff���Jr%ijl� r• � �� SS1p�y'% _ 5� - It �fllfl)1 i11�� iIZ912-020 f i EXISTING DEVELOPMENT DATA SEWER LINE �J INTERMITTENT DEVELOPER INFORMATION: STREAM "H" TAYLOR MORRISON 11405 N COMMUNITY HOUSE ROA / ±38 LF CHARLOTTE, NC 28277 (�✓�\A� I TOTAL AREA: ±123.04 AC Y a PARCEL ID NUMBERS: 3692691965,3692594803, li m 3692497248,3692696236, >= 3692598079, 3692682567, z 3692588394, m I PART 3692687937, PART N 3692686743 ZONING:PD-R (PLANNED DEVELOPMENT - RESIDENTIAL) WATERSHED: N/A GRAPHIC SCALE I 0 250, 500' 1000' I I I I b 7 V ( IN FEET ) HORIZONTAL 1 inch = 500 ft. WETLAND "E" ±0.036 AC WETLAND "L" ±0.006 AC ^ - INTERMITTENT STREAM"G" ±554 LF INTERMITTENT STREAM "J" ±323 LF PERENNIAL STREAM "I" ±884 LF 0 L � E y` A �ZZ WETLAND "C" \ ±0.021 AC \\\'� INTERMITTENT \ \ STREAM A ±131 LF y C o Cl C0 of Lu Co Z N Co Z U Q m o Llj Llj Q =� INTERMITTENT o o (ll . STREAM "D" ±113 LF z PERENNIAL \���j STREAM "B" ±1151 LF WETLAND "F/FF" ±3.976 AC )01 ] WETLAND "K" A PERENNIAL "KILLIAN CREEK" \ ±2238 LF (ON -SITE) 1 z � O Q E5 U) > z p O Co U o U) z < O U) U > O a z J J U) Lu X Co w 1 OF 8 z _ CEA L I ? STREAM CROSSING #2 PERENNIAL STREAM "B" ±142 LF OF PERMANENT IMPACT VG 10 • �+R�, �\ WETLAND "F/FF" yll".11IflI , „� 4,206 SF (0.097 AC) OF PERMANENT IMPACT WETLAND "F/FF 354 SF (0.008 AC) OF TEMPORARY IMPACT \ EXISTING SEWER LINE PROPOSED SEWER LINE NO IMPACT PROPOSED JA) GRAPHIC SCALE 0 250' 500' 10!1:) ( IN FEET ) 7 'A 1 TOTAL PROPOSED AREA: ±123.04 AC TOTAL SITE IMPERVIOUS AREA: ±30.00 AC (24.4%) HORIZONTAL 1 inch = 500 ft. NO TEMPORARY STREAM IMPACTS NECESSARY FOR CONSTRUCTION ACCESS U 0 y` A �ZZ -Em z PROPOSED SEWER LINE " \ NO IMPACT PRO/POSED \ \ \ \ STREAM CROSSING #1 \ \ PERENNIAL STREAM "B" \ ±113 LF OF PERMANENTIMPACT WETLAND "C" o Cn U 30 SF (.0007 AC) -. OF PERMANENT IMPACT w inm w G Z U N Q m O H Q a N O � z r r � p Co Lu U) C/) I C/) < LL J J 0 w Co / z 0 a: TOTAL LF OF PERENNIAL STREAMS: 4273 LF TOTAL LF OF INTERMITTENT STREAMS: 1159 LF a TOTAL AREA OF WETLANDS: 4.228 AC J Q 2 0 F 8 E 0 `\\`,aa�u�tli��tt�r,trijffi i i / / a cs v 722 AA NCDOT STANDARD L - - / HEADWALL 838.80 �. I J 4JS� / / / , �720 — (SINGLE 72 Co n i Z 9�zo20 / — / / EXISTING 30 SF (.0007 AC) o m SEWER LINE OF PERMA o m 113 LF OF PERMANENT IMPACT — — _ 0 n STREAM ALONG CULVERT: 97 LF STREAM CROSSING #1 / �\ f, — — — m o W Co HEADWALLS: 6 LF PERENNIAL STREAM "B" N z n EMBEDDED RIPRAP APRON: 10 LF ±113 LF OF /� " y ,�y,y — �j -- N ¢ m L PERMANENT IMPACT s \yy �i j o � Q i 705� I a o ai a RIPRAP APRON TO BE PLACED AT D PRE -CONSTRUCTION CONTOURS YI 10 LF OF PERMANENT IMPACT 55 / HW-C100 PROPOSED SEWER LINE m NO IMPACT PROPOSED / a/ 0 f= 27 LF JACK AND BORE ' / J c' `� / / / / z J 16" CASING PIPE m (0.25" THICKNESS) / HW-C101 N n EXISTING TOP OF BANK (TYP) \ U) e _/ / Co4t ,�^ I 0 QU) // / > 0 GRAPHIC SCALE _ — /��i�^ J��/ // / / / / < 0 / / J EXISTING STREAM CENTERLINE (TYP) / U) NCDOT STANDARD / / ^ / / oz HEADWALL 838.80 / / / / `" ( IN FEET ) (SINGLE 72CD HORIZONTAL 1 inch = 40 ft. Q Y 40F8 E 720 720 A r g `t��i> ,�lil i(f +z / U 3 .\' w PROP SE GRADE L L - = C� = s� o�G l NE v . , 1/l� ffllppflll i;10 )) fA o m �p ( v o N_ m 12" TALL, 6" THICK CONCRETE o C a) SILL W/ #4 REBAR @ 12" ON w o w m m CENTER (MIN. 4,000 PSI t. M N O 2 w CONCRETE). SEE SIDE FOR m N z < U m r DETAILS H U N a' Q m Z X W 'v 12" 0 � W ¢ Lij J 0 O 0 a co U ( 6I z 2E Of a ELEVATION o U 0) W z O Z_ J z — m Mn I 3" COVER w g z LL 12' 0 m — -- 0 DRILL AND EPDXY W/ HILTI o SIDE RE500 (OR EQUIVALENT) 3" j C7 o INTO FOOTING. v� z Co d Q ' o ~ O RA]PHIC SCALE J 0 2' 4' 8' J Q Lu 0 20' 40' 80' m a_ Lo z 0 N N ( IN FEET ) O VERTICAL 1 inch = 4 ft. 2 HORIZONTAL 1 inch = 40 ft. a 0+00 0+50 1+00 1+41 a 50F8 715 715 6.14 0��" 710 0 P. � 710 XIS ING RO ND 705 705 � u\ FOF� „R P 700 � 700 .00' C NC ETE ILL T BE PLA ED T 695 P C E- N NTOUR RU TI 695 o � Cl) 0000 � N (9 o co � � � ti n EI x li rl �I sS/0 s ? - - 15 fl/tffllflll i;1�\\\ i z 91Zo2D 142 LF OF DISTURBANCE STREAM ALONG CULVERT: 127 LF HEADWALLS: 5 LF EMBEDDED RIPRAP APRON: 10 LF WETLAND "F/FF" PROPOSED 354 SF (.008 AC) OF TEMPORARY IMPACT — EXISTING TOP OF BANK (TYP) RIPRAP APRON TO BE PLACED AT PRE -CONSTRUCTION CONTOURS 10 LF OF PERMANENT IMPACT NCDOT STANDARD HEADWALL 838.28 (DOUBLE 60") GRAPHIC SCALE 0 20' 40' 80' ( IN FEET ) HORIZONTAL 1 inch = 40 ft. IL 715 tp— — STREAM CROSSING #2 , PERENNIAL STREAM "B" — — ±142 LF OF PERMANENT IMPACT H 1 yHW-C221 r WETLAND "F/FF" 560 SF (0.013 AC) OF / PERMANENT IMPACT, INSTALL SUBSURFACE DRAIN TO MAINTAIN / HYDROLOGY TO WETLAND / EXISTING SEWER LINE � E N m 2cs Q U O 2 y o m v o 0 W } w W Co Z U Z N U N Q m z W J a o ai o U z 0 0 U Z J 0 U Z J z Q z � O w L Lz > U) E N Co 4t =D 0 U) z Q cn o > af a 0 J :5E J Q w w Co U z 0 U) 0 0 0 J } Q 60F8 MEN MEMEMEMEMEMEMEmi � t • f MENNINEFAMEMENIMENNIONEI MEN MEMEN RIPA _. TOBE'll ui �. .. ol .. .. lee, • . LU - .. . ■■■■III ■■■■�l i�iiiii� ■■■ ■I ■■■I ■■1�■1�\I�'1■� ' ' �Il��li�i■'i■del■■■� NOTES FOR STREAM BANK STABILIZATION 0 1. UPON COMPLETION OF STREAM CROSSING WORK, CONTRACTOR SHALL BACKFILL AND MECHANICALLY TAMP (NO SPECIFIC DENSITY) SOILS INTO PLACE AND DRESS DISTURBED SURFACES. 2. BEGINNING AT A POINT 2' ABOVE WATER SURFACE ELEVATION, L GRASS DISTURBED AREAS (SEED, FERTILIZER& STRAW MULCH) STREAM BANK, TOP OF BANK AND DISTURBED AREAS UPLAND N OF STREAM. 0 3. INSTALL COIR FIBER NET/MAT STARTING MINIMUM 12" BELOW J WATER SURFACE ELEVATION AND EXTENDING A MINIMUM 5' � BEYOND TOP OF BANK. MIN. SPECIFICATIONS FOR COIR FIBER NET/MAT AS FOLLOWS: n MIN. THICKNESS OF 0.30 INCHES 4 - 100% COCONUT FIBER AND WOVEN INTO TWINE T AVG. WEIGHT OF 20 OZ/SQ. YD. 4. COIR FIBER NET/MAT SHALL BE SECURELY HELD IN PLACE WITH m USE OF WOODEN STAKED AND WIRE STAPLES (AS NEEDED) n 5. INSTALL LIVE STAKES BEGINNING AT WATER SURFACE ELEVATION AND EXTENDING 2 VERTICAL FEET UP THE STREAM n BANK. SEE LIVE STAKE DETAIL FOR ADDITIONAL REQUIREMENTS. L 6. INSTALL SILT FENCE W/ WIRE REINFORCEMENT ALONG TOP OF BANK (ADJACENT TO END OF COIR FIBER NET/MAT) FOR A WIDTH D OF DISTURBED SOILS. DII EXTEND COIR FIBER MAT a 5' BEYOND TOP OF BANK COIR FIBER NET/MAT GRASS (SEED, MULCH, FERTILIZE) REMAINING DISTURBED STREAM BANK AREAS INCLUDING TOPS OF BANK (UNDER COIR NET/MAT) LIVE STAKE (WILLOWS OR SPECIES APPROVED BY LCNR/NCDEQ) FOR FIRST 24" ABOVE NORMAL WATER SURFACE ELEVATION / 24 � i III WATER SURFACE ELEVATION -\I 12"± �ii III II 1. LIVE STAKE SHALL BE APPROXIMATELY 24" IN LENGTH = 2. LIVE STAKES SHALL BE 0.5"-1.5" IN DIAMETER AT THE TIME OF PLANTING a v w 3 3. LIVE STAKES SHALL BE BLACK WILLOW OR SPECIES SPECIFIED BY LCNR/NCDEQ OR CONSULTANT 4. SPECIES SHALL BE DORMANT AT THE TIME OF C� 24"± ACQUISITION AND PLANTING AND LOCALLY GROWN/HARVESTED 5. LIVE STAKES SHALL BE SPACED 3' O.C. 6. LIVE STAKES SHALL BE PLANTED A MINIMUM OF 18" IN DEPTH WITH NO MORE THAN 4"-6" OF STAKE EXPOSED LIVE STAKE DETAIL III I III III II II, EXTEND COIR FIBER NET/MAT 12" BELOW WATER SURFACE ELEVATION INSTALL SILT FENCE REINFORCED WITH HOG WIRE AT TOP OF BANK (EDGE OF COIR FIBER NET/MAT LARGE ROCK (SHOT OR IMPORT) MAY BE USED TO REFORM STREAM BANK (STACKED). 18" OF SOIL SHALL COVER STREAM SIDE FACE OF ROCK STACK. (USE OF ROCK TO ANCHOR BANK IS OPTIONAL) o m � o o o � o � Lu ui o cow coo H Y N O = N Z U Z U Q m z a o U) o U z r z D O U z 0 U J J_ Q H w z o O z W O >_ Q c N m J W co L Y z J m w :5 m w c~n o O 0 0 i 80F8