The URL can be used to link to this page

Home My WebLink About20210256 Ver 1_FINAL Update_20210813Strickland, Bev From: Heath Caldwell <heath.caldwell@wetlands-epg.com> Sent: Friday, August 13, 2021 10:26 AM To: Fuemmeler, Amanda J CIV (USA); Johnson, Alan Cc: Amber Lipsky Subject: [External] Re: Meritage Homes of the Carolinas / Stanley Lucia / NWP #29 On Hold / AID 2020-01916 Attachments: 2021-0813 - Harper Landing Wetlands Stream Impact Exhibit.pdf CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Amanda/Alan- Geez this took longer than expected, but Alan, we've got your baffles. And that's the only change as impacts and all are as proposed in the application. Alan, can you swap in this plan set and we're good to go? Amanda, do we need to get you anything else here outside of Alan's approval? Let me know and I'll try and get it - thanks! Heath On Wed, Jul 28, 2021 at 3:59 PM Fuemmeler, Amanda J CIV (USA) <Amanda.Jones@usace.army.mil> wrote: North Carolina Division of Water Resources (NCDWR): After review of the submitted PCN for The Meritage Homes of the Carolinas / Stanley Lucia site for NWP #29, dated June 28, 2021, and a review of the Nationwide Permit #29 Water Quality General Certification (GC) No. 4256, dated December 18, 2020, it appears that an individual 401 water quality certification (WQC) is required from the NCDWR for the proposed activities. The ePCN received by our office on June 28, 2021, provided the 9 required elements for an individual WQC. This permit application/ePCN constitutes the Corps initial receipt of the 401 WQC application. Mr. Caldwell: This email is notification that the 404 permit is on hold until a 401 WQC is issued or waived by the DWR. If there is additional information that we need to process your application, I will contact you in a separate email but in general your proposed work shall not commence until after the 401 WQC has been issued or waived AND until a final general permit verification has been provided to you. Please contact me with any questions, thanks. Amanda Jones i Regulatory Specialist U.S. Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 828-271-7980 ext. 4225 Heath Caldwell Wetlands & Environmental Planning Group Leonard S. Rindner, PLLC www.wetlands-epg.com 704.999.5279 2 al"n / � H12fON I WETLAND F -269 SF (ONSITE) WETLAND I 11 SF 6, 95 S� g� I BIW TTFNT S EAM KS \ H P6ZtIG ST N EY EC" o / B " E REAM ° )$f// 511 � 24 S i b PLiTgO PAGNf MOy -----i WETLAND K o 421 SF WETLANDBW 2,260 SF INTERMITTENT STREAM C r—\, ° o 263LF9� o I I I I METROPOLITANAVE, SUITE250 DATE: 6/15/2021 CHARLOTTE, NC28204 OVERALL EXISTING CONDITIONS www.bgeinc.com 0 250' 500, NC LICENSE #C 4397 SCALE: 1" = 500' THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN 10RIZATION AND ADAPTATION BY BGE INC. SHALL BE WITHOUT LIABILITY TO BGE INC. •1 11 ` eOMRF a \ Pll "All a UR g. AIR •' '" I�lll� 1 _ . • _�_,_� J�,�.,, III' / • I' 'I'I / DATE: 6/15/2021 CHARLOTTE, •• • OVERALL 1 1 11 11 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN 10RIZATION AND ADAPTATION BY BGE INC. SHALL BE WITHOUT LIABILITY TO BGE INC. PROP. PUMP LINE W a 711 SF/0.016AC/74LF PERMANENT SOUTH PRONG STANLEY CREEK CULVERT IMPACT FROM RETAINING WALL TO RETAINING WALL La CL OF SOUTH PRONG STANLEY CREEK I PROP. PUMP INLET LOCATION Ja PROP. COFFER DAM 74.51 LF "N (OR OTHER APPROVED EQUIVALENT) , 60" RCP @ 1.34% —3SS 159SF/0.004AC/15LFJ TEMPORARY SOUTH PRONG STANLEY CREEK IMPACT FROM PUMP INLET TO HEADWALL •3SS 3SS 3SS GE FMAI 56 34 gIM 1111 METROPOLITAN AVE, SUITE 250 v . = CHARLOTTE, NC 28204 www.bgeinc.com NC LICENSE #C-4397 3 THIS C)n(:I IMFNT TC)r FTHFR WITH THE C.n NC;FPTS ANCI nFSI(; NS PRFSFNTFCI HFRF OHWL 74.51 LF 60" RCP @ 1.34% -- v PROPOSED HEADWALL (TYP.) 74.51 LF _ — — 6'x8' RCB @ 0.50% 160 SF / 0.004 AC / 20 LF I PERMANENT SOUTH PRONG STANLEY CREEK RIPRAP IMPACT FROM I RETAINING WALL TO END OF RIPRAP lmmuaq- NEVA I $•- mon 20'CLASS A RIPRAP APRON AU TO BE INSTALLED AT • • -''�►�►��i��ri`A�_ELEVATION CPROP. PUMP• • 3SS \W CL SOUTH PRONG STANLEY CREEK AND WETLAND BW IMPACT - PLAN VIEW WETLAND 'SW" / 2260t SF OF/MPACT 0 10, 20' SCALE: 1" = 20' JTHORIZATION AND ADAPTATION BY BGE INC. SHALL BE WITHOUT LIABILITY TO BGE INC. HARPER LANDING BLVD 770 765 760 755 750 745 30+00 STA: 30+00.00 TO STA:32+00.00 ------------------------------ - - - - - - - - - - - - - - - - - - - PROP. GRADE AT R - - - - - - - - - - - - AD C.L. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�--- -- -- - - - - - - - - - - - - i - - - - - - - - - ---- --/-- t J 74.51 LF 60"RCP @1.34% — ----- 74.51LF— 6'X8' RCB @ 0.50% 1'TALLBAFFLES 6'X8' BOX TO BE EMBEDDED 1' �/ EX. --74.51LF 60" RCP ---- GRADEATROADC.L. ---- @ 1.34% ----- 770 765 760 755 750 0 20' 40' 80' 30+50 31+00 31+50 32+00 745 SCALE: 1" = 4' VERT: 1" = 4 ="" METROPOLITAN SUITE 250 SOUTH PRONG STANLEY CREEK CULVERT DATE:B/12/2021 CHARLOTTE,NC28204 www.bgeinc.com CROSSING IMPACT - CROSS SECTION NC LICENSE #C-4397 AUTHORIZATION AND ADAPTATION BY BGE INC. SHALL BE WITHOUT LIABILITY TO BGE INC. Stream CL STA:-0+50.00 TO STA:2+00.00 770 770 ROP. GRADE 765 ==I- 765 __ _ __ _ _ _ _ _ _STA.0+75.25 PROP. RETAINING WALL (BY OTHERS) F—OR 640SSING PROP. RETAINING WALL (BY OTHERS) 760 760 SEWER C OSSING 1 88' — — — — -760:20— --- -- 6'X8' RCB @ 0.50% 74.51 LF — — — — — — (2) 60" RCP @ 1.34%- — PROP. COFFER DAM (OR APPROVED EQUIVALENT) - - - - - - - PROP. PUMP DISCHARGE LOCATION 755 755 PROP. PUMP INLET LOCATION — _ — — — — — — EX. GRADEALONGPIPE C.L. EX GRADEALONGP/PEC.L. 750 750 20' CLASS RIPRAP APRON 6'X8' BOX TO BE EMBEDDED l'-/ - - - - - - - - - - - - - - 1 TALL BAFFLES--- ----- 0 20' 40' 80' 745 745 SCALE: 1" = 40' v _0+50 0+00 0+50 1+00 1+50 2+00 VERT: 1" = 4' v 1 I I I I METROPOLITAN AVE, SUITE250 SOUTH PRONG STANLEY CREEK CULVERT DATE: 8/12/2021 CHARLOTTE, NC28204 wwwbgeinc.com CROSSING IMPACT- PROFILE VIEW NC LICENSE #C-4397 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN UTHORIZATION AND ADAPTATION BY BGE INC. SHALL BE WITHOUT LIABILITY TO BGE INC. I � S I All STREAM BANKS TO BE RESTORED AS SHOWN ON STREAM BANK STABILIZATION DETAIL 939 LF / 0.022 AC / 51 LF v TEMPORARY SOUTH PRONG STANLEY CREEK IMPACT FROM PUMP INLET TO PUMP DISCHARGE ` PROP. PUMP INLET LOCATION ITOP OF BANK � 01 ■ ■ PROPOSED 40 LF 18" STEEL CASING PIPE INSTALLED BY OPEN CUT \ TEMP. CLASS A RIPRAP APRON \\ \ (TO BE REMOVED) _ — — ■_ \ r \ PROP. PUMP DISCHARGE LOCATION ■ — — CL OF SOUTH PRONG — — STANLEY CREEK C / PROPOSED 25' SANITARY SEWER EASEMENT PROP. COFFER DAM (OR OTHER APPROVED EQUIVALENT) i ass M— / 3Ss i 'S STREAM BUFFER PROP. PUMP LINE S PROPOSED RETAINING WALL _ - / / / ssE — — v MCHARPOTTE, NC28204ITE250 SOUTH PRONG STANLEY CREEK SEWER DATE: 6/15/2021 wwwbgeinc.com CROSSING 1 IMPACT - PLAN VIEW o 10' 20' NC LICENSE #C-4397 SCALE: 1 " = 20' THIS I7777 IMFNT TnrFTHFR WITH THE C:C)N(:FPTS AND F)FSIC�NR PRFSFNTFF) HFRFIN AS AN INSTRI IMFNT C)F RFR\/IC:F IS INTFNn Fn C)NI Y FOR THE SPF(:IFIC: PI IRPC)RF ANF) 71 IFNT FnR WHICH IT WAR PRFPARFF) RFI ISF C)F ANF) IMPROPFR RFI IAN(:F nN THIS F)C)C:I IMFNT WITHO I IT WRITTFN JTHORIZATION AND ADAPTATION BY BGE INC. SHALL BE WITHOUT LIABILITY TO BGE INC. 770 765 PROPOSE[ 760 alPROP. 40 LF 18" STEEL CASING PIPE 755 a a U 750 1 SWR-K STA: 4+75.00 TO STA:6+50.00 GRADE - — — — — — — — — — — — — — — — — — — — — — EXISTING — — — — — GRADE — — - — — — — — — — — �— — — — — — — — — — 110.26 LF DI @ 0.60% 8" 2.0' `L d W U) N � �`�Tzo-- -- -------�F�zz -- _ ------ -------ocAEE==— 745 4+75 5+00 5+50 6+00 I I I I METROPOLITANAVE, SUITE250 CHARvL07 e', NC2 204 SOUTH PRONG STANLEY CREEK SEWER g CROSSING 1 IMPACT - PROFILE NC LICENSE #C 4397 THIR nnn1IMFNT Tn(.FTHFR WITH THE nnNnFPTR ANN nFRI(:NR PRFRFNTFn HFRFIN AR AN INRTRI IMFNT nF RFRVInF IR INTFNDFD nNI Y FOR THE RPFnIFIn PI IRPnRF ANTI nI IFNT FOR WHICH IT WAS PRFPAI 770 765 760 755 750 6+50 745 0 20' 40' SCALE: 1 " = 40' 1THORIZATION AND ADAPTATION BY BGE INC. SHALL BE WITHOUT LIABILITY TO BGE INC. /\ \-SDE SDE SIDE SDE SIDE • d1 Z 17 C � / STREAM BUFFER ` ` I SIDE SIDE -� PROPOSED 20 LF 18" STEEL CASING PROP. COFFER DAM �� - PIPE INSTALLED BY OPEN CUT (OR OTHER APPROVED EQUIVALENT) 767 SF 10.018 AC 167 LF TEMPORARY SOUTH PRONG STANLEY CREEK PROP. PUMP INLET LOCATION IMPACT FROM PUMP INLET TO PUMP DISCHARGE . ------------- -SSE ` _ PROP. PUMP LINE :ZJ4 STREAM BANKS TO BE RESTORED AS SHOWN ON STREAM BANK STABILIZATION DETAIL �IIII METROPOLITAN A VE, SUITE250 v . = CHARLOTTE, NC28204 www.bgeinc.com NC LICENSE #C-4397 \ TOP 71fP\\ PROP. PUMP DISCHARGE LOCATION \ / I V I TEMP. CLASS A RIPRAP APRON TO BE REMOVED � � I %00 \ CL OF SOUTH PRONG STANLEY CREEK SOUTH PRONG STANLEY CREEK SEWER CROSSING 2 IMPACT - PLAN VIEW """""r" ' 25SANITARY SEWER EASEMENT Fl 0 10' 20' SCALE: 1" = 20' AUTHORIZATION AND ADAPTATION BY BGE INC. SHALL BE WITHOUT LIABILITY TO BGE INC. 11 11 765 760 755 750 PROP. 20 LF 18" STEEL CASING PIPE —, 745 740 SWR-M STA: 0+50.00 TO STA:1 +75.00 ---- -------Z EXISTING GRADE ---- -- ' — — —1.9'oF — 1.10° — I — w� — ----__ USN W M Q O V Nr�— --- _� 2 o�?p �F�jj— --- 10 -O - +0 (h Z Z 735 0+50 1+UU 1+bU 765 760 755 750 745 740 1+75 735 9191 METROPOLITAN A VE, SUITE250 DATE: 6/15/2021 CHARLOTTE, NC28204 SOUTH PRONG STANLEY CREEK SEWER wwwbgeinc.com CROSSING 2 IMPACT - PROFILE 0 25' 50' NC LICENSE #C-4397 SCALE: 1" = 50' AUTHORIZATION AND ADAPTATION BY BGE INC. SHALL BE WITHOUT LIABILITY TO BGE INC. 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, GRASS DISTURBED AREAS (SEED, FERTILIZER & STRAW MULCH) STREAM BANK, TOP OF BANK AND DISTURBED AREAS UPLAND OF STREAM 3. INSTALL 001R FIBER NET/MAT STARTING MINIMUM 12' BELOW WATER SURFACE ELEVATION AND EXTENDING A MINIMUM 5 BEYOND TOP OF BANK. MINIMUM SPECIFICATIONS FOR COIR FIBER NET/MAT AS FOLLOWS: - MIN. THICKNESS OF 0.30 INCHES - 100% COCONUT FIBER AND WOVEN INTO TWINE - AVG. WEIGHT OF 20 ❑UNCES/S0. YO. 4. COIR FIBER NET/MAT SHALL BE SECURELY HELD IN PLACE WITH USE OF WOODEN STAKED AND WIRE STAPLES (AS NEEDED) 5, INSTALL LIVE STAKES BEGINNING AT WATER SURFACE ELEVATION AND EXTENDING 2 VERTICAL FEET UP THE STREAM BANK. SEE LIVE STAKE DETAIL FOR ADDITIONAL REQUIREMENTS, 6. INSTALL SILT FENCE "RE REINFORCEMENT ALONG TOP OF BANK (ADJACENT TO END OF COIR FIBER NET/MAT) FOR WIDTH OF DISTURBED SOILS, WATER SURFACE ELEVATION COIR FIBER NET/MAT GRASS (SED, MULCH & FERTILIZE) - REMAINING DISTURBED STREAM BANK AREAS 1NCLUDING TOPS OF BANK (UNDER COR NET/MAT) LIVE STAKE (WALLOWS OR - SPECIES APPROVED BY COW/OHEC) FOR FIRST 24' ABOVE NORMAL WATER SURFACE ELEVATION 24'± 12't LIVE STAKES SHALL BE APPROXIMATELY 24'IN LENGTH 2. LIVE STAKES SHALL BE 0.5'-1.5' IN DIAMETER AT THE TIME OF PLANTING 3. LIVE STAKES SHALL BE BLACK WILLOW OR SPECIES SPECIFIED BY COE/DH£C OR CONSULTANT I1. 4. SPECIES SkiALi. BE DpiMANT AT THE TIME OF ACQUISITIONAND PLANTING AND LOCALLY GROWN/HARVESTED5. LIVE STASES SHALL BE SPACED 3' D.C. 6. LIVE STAKES SHALL BE PLANTED A MINIMUM OF 18' IN N DEPTH WITH NO MORE THAN 4'-8' OF STAKE EXPOSED 1..1yA�I.I1C;� EXTEND COIR FIBER MAT W BEYOND TOP OF BANK ra� II,II--I I I�-' ' Il,ia� � 1-I i i EXTEND COIR FIBER NET/IMAT I 1 k l 12' BELOW WATER SURFACE ELEVATION STREAM BANK STABILIZATION - LIVE STAKE TYPICAL DETAIL - N.T.B. 5 ❑ 2.5 5 10 VERTICAL GRAPHIC SCALE ( IN FEET ) 20 ❑ 10 20 40 HORIZONTAL GRAPHIC SCALE ( IN FEET ) INSTALL SILT FENCE REINFORCED WITH HOG WIRE AT TOP OF BANK (EDGE OF ODIR FIBER NET/MAT) LARGE ROCK (SHOT OR IMPORT) MAY BE USED TO REFORM STREAM BANK (STACKEO), 19' OF SOIL SHALL COVER STREAM SIDE FACE OF ROCK STACK. (USE OF ROCK TO ANCHOR BANK i5 OPTIONAL)