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Home My WebLink About20221757 Ver 2_More Info Received_202311035410 Trinity Road P 919.866.4951 T I M M O N S GROUP Suite F 919.859.5663 Raleighh,, NC 27607 www.timmons.cons.com November 3, 2023 Carmela Stock U.S. Army Corps of Engineers SAD Technical Regional Execution Center 100 W. Oglethorpe Ave. Savannah, GA 31401 Rob Ridings NCDEQ — Division of Water Resources 401/Buffer Transportation Permitting Branch (Divisions 4-5) 3800 Barrett Drive Raleigh, NC 27609 Re: Response to Requests for Additional Information Woods Creek Road Widening USACE AID: SAW-2023-01806 DWR #20221757 Version 2 (Approx. 11.6 acres) Wake County, North Carolina Dear Ms. Stock and Mr. Ridings, On behalf of CC YIELD North LLC, we are providing a response to the Request for Additional Information (RAI) email received on October 6, 2023, for the Woods Creek Road Widening project, an approximately 11.6-acre site located on Woods Creek Road between Friendship Road and Baucom Elementary School in Holly Springs, within Wake County, North Carolina (the Site). The revised Impacts Maps have been attached to depict the 20' maintenance easements associated with wetland and stream impacts. The additional impacts include 8B and 8C to account for the 20' stormwater maintenance easement that will be used by the Town of Holly Springs if/when maintenance is needed. The additional impacts consist of 0.003 acres of permanent — no loss due to the conversion of wetlands from forested to emergent vegetation. These impacts will be mitigated at a 1:1 ratio and that change is reflected in the updated mitigation SOA in Attachment 2. The amount of permanent loss wetland impacts requiring mitigation increased from 0.116 acres of to 0.117 acres due to rounding after impact areas were reclassified; the design did not change. Wetlands F, E, and C are located in the regularly maintained ROW and rated as Low using the North Carolina Wetland Assessment Method (NC WAM). Therefore, we are proposing a 1:1 mitigation ratio for Impacts 1A, 3A, and 5A, which includes 0.042 of required mitigation (see Appendix D). For Wetlands D and B, we are proposing a 2:1 mitigation ratio for Impacts 6A and 8A, which includes 0.15 of required mitigation. With the additional 0.003 acre of permanent — no loss impacts, the total proposed wetland mitigation required for the project increased from 0.19 to 0.20 mitigation credits. All other impacts remain the same as reported in the Pre - Construction Notification (PCN) application dated 09/08/2023. The comments are outlined below in italics and are grouped by impact, with USACE comments in blue and DWR comments in green. Our response is below each comment. ENGINEERING I DESIGN I TECHNOLOGY 1) USACE comments I noticed there were temporary impacts for a construction buffer for the proposed project. Is a permanent maintenance corridor proposed? And if so, have these potential impacts been accounted for? A 20' permanent maintenance corridor is proposed around Stream Impacts 2A, 2B, 4A, and 4B, and around Wetland Impacts 5A, 5B, 8A, and 8B. The permanent maintenance corridor will not result in additional impacts to the stream around Stream Impacts 2A, 2B, 4A, and 4B. maintenance corridors are located within areas previously classified as temporary wetland impacts. The additional impacts for 8B and 8C are permanent — no loss impacts due to the permanent conversion from forested wetland to herbaceous wetland. Maintenance will be performed by the Town of Holly Springs in the dedicated stormwater maintenance easements around all proposed stormwater control measures. There will be no permanent maintenance corridors in the road right-of-way outside of the proposed permanent wetland impacts that are included in this RAI. 2. Please confirm riprap placement would be keyed into the stream bed/bank. Riprap that is not keyed in would constitute as a loss of waters and may require additional mitigation. The riprap placement at the culvert outlet, associated with impact 4B (permanent — no loss stream impact), will be keyed into the stream bed. This is shown in the drawings located on Sheet C1.2 of the impact maps. The second proposed culvert outlets into a wetland (impact 8A, permanent wetland impact), and therefore will not be keyed in but ensures continuity of water movement and will adequately accommodate normal and high flows. 3. Were the cofferdams and pump-arounds in the provided drawings included in the reported temporary impacts? The cofferdams and pump-arounds are included within the temporary construction buffers. They will not be impacting other areas of the wetlands/streams. 4. Are there existing culverts in the proposed project footprint? If so, are the culverts proposed for this project extensions on existing culverts? Or does the applicant propose to remove existing culverts and replace them? There are existing culverts located within the proposed project footprint. The existing culverts are going to be removed and replaced. The exact age of the existing culverts is unknown, however, based on historical aerial imagery Woods Creek Road has been present since at least 1964. 5. Please also note that culvert burial is not required for structures less than 72-inch diameter/width, where the slope of the culvert will be greater than 2.5. This has been noted and the culvert located at Impact 8 will not be buried. Please review the updated Impact Maps and contact Kate Hefner at (919) 866-4953 or kate.hefner(o)timmons.com if additional information is required. Sincerely, Timmons Group w Kate Hefner, WPIT, ISA-CA Environmental Scientist II ,�Ma,ndo- C?mvx-�N-) Amanda Johnson, PWS Senior Environmental Scientist Enclosures Attachment 1 — Updated Impact Maps Attachment 2 — Updated Mitigation SOA Attachment 1 WA i/�r // n / > r / // 1A - WETLAND IMPACT I / 341 SF (0.008 AC) r .7 1( PERMANENT 350 r f/I(S >cl/��J/`r//J L>�i ^ J/ 1JI/ fI1�/rf/-,—/// S///1> \- co( rll>l \I„\// / rr / ^� ff tl1 /\ > / J/ r l 1 f f �� f 1 B - WETLAND IMPACT 406 SF (0.009 AC) 711 TEMPORARY 17 - - _ _ - - _ _ 2A - STREAM IMPACT _ _ _ _ - - _- - - / I \ (\ �1 ?1 0l // n 1 �� 159 SF (0.004 AC)� PERMANENT 213- STREAM IMPACT \\ ` 30 SF (0.001 AC) DUKE ENERGY TRAN TEMPORARY — lM_/Jt)��? i�`\ '�Z= _ JJ.7 I -{ems, JJ., \ w7p 35 45 �(/s\ ', \� \K�O^�\_ / 3/�/ 94 INSET °'0 r 1��`> 1�%M ��) r / i �O/ //f(r��( %/J/ s� �F A //� I� ` CIC 4A-STREAM IMPACT \ ✓, , / / �? / I f ' ` 1 ^ 473 SF (0.011 AC) �A�lit/ \ \ ��t\� /1 r (� \ Cl\.•`\ 1J\I O- \ // // J �(/ �1f Cep\-/00�� ,\ >1r/ /—ti`y// / I ,/ �r�� / / / J /l/ \ 1(\1 i` c I J\ 01 \ ►0 // / _�1\I PERMANENT t�%��✓� / )J4 /�\\\\ I\ 11\\\ l�(`\11 1. `/�/\1 r�///��— �' / / I 1\ ( \ 1 \(� \ )/ --/\ // / f I r I 11/1I`�rL �- 4B-STREAM IMPACT l( 1-c 60 SF (0.001 AC) (1 \ _ / \�/ - / / / / / f/ �II PERMANENT - NO LOSS t p \"\11( / r ✓_1�/r Js% I�I((f�/II \ I � I v I p INSET 2 I / 3B - WETLAND IMPACT 530 SF (0.012 AC) TEMPORARY _ 3A - WETLAND IMPACT 1,399 SF (0.032 AC) PERMANENT �` :��\\\, , \\! _\rr fr /ail l It' cr_ > \ \ �/ ' B -WETLAND IMPACT \ ` _ 140 SF (0.003 AC)/Z TEMPORARY / A -WETLAND IMPACT \\ \ ' 7B - STREAM IMPACT _ �/ , INSET 3 72 SF (0.002 AC) 94 SF (0.002 AC) R w ?- = TEMPORARY PERIG�ANENT ! 0 =y-6A - WETLAND IMPACT _ - 2,037 SF (0.047 AC) \ PERMANENT \-6B - WETLAND IMPACT ' 202 SF (0.005 AC) TEMPORARY 4C - STREAM IMPACT 60 SF (0.001 AC) TEMPORARY / / / / / 1 � / 7A - STREAM IMPACT 179 SF (0.004 AC) N.;?,-PERMANENT 8C - WETLAND IMPACT 60 SF (0.001 AC) PERMANENT - NO LOSS 8A - WETLAND IMPACTyAwl 1,208 SF (0.028 AC) 8B - WETLAND IMPACT M PERMANENT 81 SF (0.002 AC) PERMANENT - NO LOSS = / 8D - WETLAND IMPACT / 909 SF (0.021 AC) / TEMPORARY 45 JN �\ 340�� \—; I II\\ 2 s �,I I I I -� � II III I I IU� I I / / GENERAL NOTES: RIP RAP WILL BE KEYED INTO STREAM BED. / JURISDICTIONAL FEATURE DEPICTED PER DELINEATION BY / SAGE ECOLOGICAL SERVICES DATED AUGUST 2021, AND ADDITIONAL DELINEATION BY TIMMONS GROUP DATED / SEPTEMBER 14, 2023. WETLANDS AND STREAMS SURVEYED BY TIMMONS GROUP DATED JUNE 20, 2021. THE YIELD NORTH - GOODWIN - 54318 WOODS CREEK KOAD WIDENING - OCTOBER 2023 - WAKE COUNTY, NC - C1.0 SCALE 1"=150' RNOR 0 150' 300' TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. ANTICIPATED WOODS CREEK ROAD WETLAND AND STREAM IMPACTS MAP SHEET INSET NUMBER IMPACT NUMBER IMPACT TYPE WETLAND IMPACTS STREAM IMPACTS PERMANENT PERMANENT- NO LOSS TEMPORARY PERMANENT PERMANENET- NO LOSS TEMPORARY (SF) (AC) (SF) (AC) (SF) (AC) (LF) (SF) (AC) (LF) (SF) (AC) (LF) (SF) (AC) C1.2 1 1A ROADWAY GRADING 341 0.008 -- -- -- -- -- -- -- -- -- -- -- -- -- C1.2 1 1B 10' CONSTRUCTION BUFFER -- -- -- -- 406 0.009 -- -- -- -- -- -- -- -- -- C1.2 2 2A ROAD WIDENING/CULVERT INSTALLATION -- -- -- -- -- -- 53 159 0.004 -- -- -- -- -- -- C1.2 2 2B 10' CONSTRUCTION BUFFER -- -- -- -- -- -- -- -- -- -- -- -- 10 30 0.001 C1.2 2 3A ROADWAY GRADING 1399 0.032 -- -- -- -- -- -- -- -- -- -- -- -- -- C1.2 2 3B 10' CONSTRUCTION BUFFER -- -- -- -- 530 0.012 -- -- -- -- -- -- -- -- -- C1.2 2 4A ROAD WIDENING/CULVERT INSTALLATION -- -- -- -- -- -- 79 473 0.011 -- -- -- C1.2 2 4 B DISSIPATION PAD -- -- -- -- -- -- -- -- -- 10 60 0.001 -- -- -- C1.2 2 4C 10' CONSTRUCTION BUFFER -- -- -- -- -- -- -- -- -- -- -- -- 10 60 0.001 C1.2 2 5A ROADWAY GRADING 94 0.002 -- -- -- -- -- -- -- -- -- -- -- -- -- C1.2 2 5B 10' CONSTRUCTION BUFFER -- -- -- -- 140 0.003 -- -- -- -- -- -- -- -- -- C1.2 2 6A ROADWAY GRADING 2037 0.047 -- -- -- -- -- -- -- -- -- -- -- -- -- C1.2 2 6B 10' CONSTRUCTION BUFFER -- -- -- -- 202 0.005 -- -- -- -- -- -- -- -- -- C1.2 3 7A ROAD WIDENING/CULVERT INSTALLATION -- -- -- -- -- -- 52 179 0.004 -- -- -- -- -- -- C1.2 3 7B 10' CONSTRUCTION BUFFER -- -- -- -- -- -- -- -- -- -- -- -- 10 70 0.002 C1.2 3 8A ROADWAY GRADING 1208 0.028 -- -- -- -- -- -- -- -- -- -- -- -- -- C1.2 3 8B 20' MAINTENANCE EASEMENT -- -- 81 0.002 -- -- -- -- -- -- -- -- -- -- -- C1.2 3 8C 20' MAINTENANCE EASEMENT -- -- 60 0.001 -- -- -- -- -- -- -- -- -- -- -- C1.2 3 8B 10' CONSTRUCTION BUFFER -- -- -- -- 909 0.021 -- -- -- -- -- -- -- -- -- TOTAL 5079 0.117 141 0.003 2187 0.050 184 811 0.019 10 60 0.001 30 160 0.004 WETLAND AND STREAM DATA TABLE TOTAL SITE ACREAGE 28.10 ACRES TOTAL WETLAND AREA 0.918 ACRES TOTAL STREAM AREA 0.021 ACRES DISTURBED SITE ACREAGE 111.66 ACRES THE YIELD NORTH - GOODWIN - 54318 WOODS CREEK KOAD WIDENING - OCTOBER 2023 - WAKE COUNTY, NC - C1.1 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. 14 l I I I / /i/ r _ / // i/ \ \ \ 1 B - WETLAND IMPACT 406 SF (0.009 AC) TEMPORARY J 1 A - WETLAND IMPACT-- ' { 341 SF (0.008 AC) ------_----___ _ — — — — — — _- / PERMANENT — — ' — — — — — — — — — 200+00 _ _ _ _ 201+00 _ _ 24 r+5o - - — — 202+00 = __ 3D3=+50_— _— — _— -- _ 16"W — — — — — — — — — — — — — — — — — \ INSET 1 SCALE 1 "=40' 0 40' 80' WETLANDS AND STREAM IMPACT LEGEND � WETLANDS - PERMANENT C WETLANDS - PERMANENT NO LOSS WETLANDS - TEMPORARY ® STREAM IMPACT - PERMANENT STREAM IMPACT - PERMANENT - NO LOSS ® STREAMIMPACT-TEMPORARY 0 EXISTING WETLAND —L0 LIMITS OF DISTURBANCE EXISTING CONTOUR MAINTENANCE EASEMENT ' 2 B -STREAM IMPACT DB 16236 PG 2557 \ BM 2016 PG 1496 30 SF (0.001 AC) 10 LF o \ 1 I I \ ' J / \ TEMPORARY I I 1 \ � c � 1 �n � � � r, \ I \ _ \ \ �j / \ / _ / — l � ` B - WETLAND IMPACT \ 140 SF (0.003 AC) 3B - WETLAND IMPACT TEMPORARY 530 SF (0.012 AC) TEMPORARY . 3A - WETLAND IMPACT 1,399 SF (0.032 AC) PERMANENT \ \ — MAINTENANCE _ i 20' PERMANENT ' EASEMENT I ' A - WETLAND IMPACT -- = ---- \ ---- —\ 94 SF (0.002 AC) — — \ r ,/ —= PERMANENT 20' PERMANENT — — 2A -STREAM IMPACT MAINTENANCE EASEMENT — CDOT RIGHT OF WAY \ 159 SF (0.004 AC) 53 LF PERMANENT __—_�_--_-- _—_-- \1 0 GI�EEK FAO' \ 4A - STREAM IMPACT 1 \ \ \\ \ \ \ \ \ CDOT RIGHT OF WAY I I \ I 473 SF (0.011 AC) A 79 LF -- PERMANENT — 20'PERMANENT MAINTENANCE EASEMENT — - -- . A - WETLAND IMPACT 2,037 SF (0.047 AC) \ \ PERMANENT _ 4B - STREAM IMPACT .` \ y _ / _� 60 SF (0.001 AC) Li, /1 1 /III_ 10 LF 1 , B - WETLAND IMPACT \_. PERMANENT - NO LOSS4C RIP -RAP TO BE KEYED \� - — - STREAM IMPACT 60 SF (0.011 AC) w, I I 202 SF (0.005 AC) / / / ` TEMPORARY \ ,-T 2 1 v \ \ INTO STREAM BED 10 LF I I TEMPORARY \ & SANDRA GAIL GOODWIN r PIN: 0730145033 P1 4 --n 1 P9 n1 4 A INSET 2 GENERAL NOTES: THE RIP RAP DISSIPATION PAD WILL BE KEYED INTO THE STREAMBED AND WILL FOLLOW THE EXISTING STREAM CHANNEL. TEMPORARY STREAM IMPACTS NEEDED FOR CONSTRUCTION WILL BE RESTORED TO 325 PRE -CONSTRUCTION CONTOURS AND ELEVATIONS AFTER CONSTRUCTION IS COMPLETE. JURISDICTIONAL FEATURE DEPICTED PER DELINEATION BY SAGE ECOLOGICAL SERVICES DATED AUGUST 2021, AND ADDITIONAL DELINEATION BY TIMMONS GROUP DATED SEPTEMBER 14, 2023. WETLANDS AND STREAMS SURVEYED BY TIMMONS GROUP DATED JUNE 20, 2021. 320 315 310 305 we 295 SCALE 1"=40' o V alri �M■I; ��1��■I■�� MINA __M—�__ _' -- II■MM rim _____m • r NO -� • • -0+25 0+00 0+50 1+00 1+50 2+00 STORM PROFILE 36 Horz: 1" = 40' Vert: 1" = 4' 20' PERMANENT _ _ \ \ \\ I MAINTENANCE EASEMENT CDOT RIGHT OF WAY 713 - STREAM IMPACT .� \ _ 72 SF (0.002 AC) 10 LF 7A - STREAM IMPACT / TEMPORARY \: 179 SF (0.004 AC) /\\ 52 LF I _ II �-t�/' ' /I \\ PERMANENT \ \ •� �\ \ I i I I 8A - WETLAND IMPACT--,,, 1,208 SF (0.028 AC) � \ PERMANENT CDOT RIGHT OF WAY \\ \ \ 8B - WETLAND IMPACT C - WETLAND IMPACT \\ \ \ I\ \ ��, 60SF(0.001AC) \vvv v vv\ — 81 SF (0.002 AC) PERMANENT - NO LOSS // / �PERMANENT - NO LOSS 20' PERMANENT I \ \ \ 8D - WETLAND IMPACT /MAINTENANCE EASEMENT \ 909 SF (0.021 AC) '/ \ \ I I \ \ TEMPORARY / \ \ ► \ I \ I I I� INSET 3 325 335 320 330 315 325 310 320 305 315 SCALE 1 "=40' 0 40' 80' mmmmmmmmmm mmmmmmmmm -0+25 0+00 0+50 1+00 STORM PROFILE 34 Horz: 1" = 40' Vert: 1" = 4' 295 2+50 3+00 THE YIELD NORTH - GOODWIN - 54318 WOODS CREEK KOAD WIDENING - OCTOBER 2023 - WAKE COUNTY, NC - C1.2 0 40 PROFILE SCALE 335 330 325 320 315 1+50 2+00 2+15 4 0 0 40 PROFILE SCALE TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Table G.10a Temporary Seeding Specifications for Whter and Early Spring S-Rerting lhixture Spedes fate Obiacm) RyLe Gradn 31) Seediall Oates F.Fmn.tsins >25CD FL 15-Feb in 15-May <26D!G fL t-Feb to 1-May Piedmont 1-.tan Rn I -May Costal Plain 1-Dec ID 15 r Scm I Amendments Fc ', w reaommendatkms of snil tesis or apply 2 WVacre ground agricultural limestone and 7513 Ibfacre 1Ci--110-1D feAiLaer MuLoh Apply 4,UOI} Nacre straw. Anchor straw by tacking with asphalt, netting or a rnuldn andmrirtg t -ol. Use 400 gallDns of tack per a.re yr straw covered wig pinned netting. Maintenarwe Referilize if growth ;s not fulay adequate. Reseed, referalize and mulch immediately iollowing erasion or dwriage_ Tables B.1 Ua T-ampaTefy Eeeding Spec MoMions for 3umrme r Seeding Mbrture Spedes Rate fIbiaere) German Millet. 15 In the Piedmont and Moluntairr&, a smalksw-mined srjndanGcass irk be substituted all. a rate of 5DIblacre- Seeding Da#ea MDunta+ns 15-May ID 15,An Piedmont 1-Mayto 1-5-Aug GDastal Plain 15-Apr to 15,Aug Sail Amendments FDllow recommendations o: &cWl lest& cc apply 2 tanfacm ground agrieultural limestime and 760 Wacre 15-1 D-1U fectit¢e-r "4. MO kdacre straw. AnchBr straw by tae-Ling wit1 asphall- netring or a m uk�h a nchori-ng toot. Ilse 4I1a7 galkws of tack per acre or s7raff o rered with pinned netting. Mainlertance Referdlize if growth is not Fully adequate. Reseed, referlilize and mulch irnmediately following erosion or damage. PERItANENT SEED MIX ERNST CONSERVATION SEEDS NC PIEDMON7 FACVW MLX OR APPROVED EQUAL BY DESLONER ,APPIACATIONd RA7E 20 LRSIAC. TO BE PLANTED [N ALL DISTURBED WETLAND AND RIPARLAN AREAS. PLASTIC NETTING SHDULD 140T BE USED WITHIN WETLANDS OR STREAMS TEMPORARY S E EDIG SPECIFIC ATIONS SCALE: MOTTO SCALE TabL- :B_1f}a Temporary Seeding Specifications far Fall Seeding Mixture Spedes Rarbe Oblaome Rye Or -sin .30 In the Piedmont and Mountaens_ a small; -stemmed sundangrass rr3y 5e su bstituled at a rase Df 5INWarcre- Se,eding mates Mountains 15,Au4@ tD 15-Dec CDasstaf Plain and 15-Aug tD 30-Dea Pied mvrrt SD1I Amendments FbIlow reoorremendationa of sDil Lests or apply 2 lonfacre ground agricultural hmestone and 7550ltuacm IOLtU-111 fertilizer Mulch Apply 4. DOD Iblacre straw. AnchDr straw by tacking with asphalt. na4tir,U or mulch anchoring tool Use 41113 gallons oItack per acre or straw cowered with pinned netting kinin;,enance Repair aqd refkiLrtilize damaged areas immediately. TDpdress with 51}IWacre of nitrogen to Mash. If i4 is raec sartr tDexteniz temporary cover beymd June 15. cry rseed wiM 5-0Cbracre Kobe PPeedmont and CDasul Plain) lata February or sariyr March APPROVED SEDIMENT FILTERING DEVICE (SEDIMENT FILTER BAG). PROVIDE POSITIVE DRAINAGE FROM SEDIMENT STREAM DIVERSION PUMP FILTER BAG TO STREAM. DISCHARGE HOSES P INTAKE HOSE DISCHARGE ONTO `^ DEWATERING PUMP STABLE RIPRAP P PAD TO PREVENT.3 .,"' ..•''._ :, •. SCOUR HOLE :, .. . t.;..ap,1dK 4,;. ��•pp r�4 FLOW- SEDIMENT INTAKE CLEAN HOSE WATER SUMP —HOLE FOR POOL DIKE �•-.� DIKE (12' TO 18" DEEP, 2—FT DIAMETER) 'ram.-'3'n e•:x. •,a+.. .wr, ,�; .. - ..1'w?. ya: ••-f.'--:..: �y" ry,• e:},C• .t.ww�•'•. '''�•�e 7v'r:w•1r .... WORK AREA LENGTH NOT TO EXCEED THAT WHICH CAN BE COMPLETED IN ONE DAY TEMPORARY PUMP AROUND SEQUENCE I. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE. 2. INSTALL UP —STREAM SANDBAG DAM. 3. INSTALL DOWN —STREAM SANDBAG DAM. 4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM. 5. STREAMBANKS MUST BE STABILIZED AT THE END OF EACH DAY. NOTES: 1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA. AND STREAM FLOW SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER CONSTRUCTED OF RIPRAP OR SANDBAGS. 2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER APPROVED DEVICE. THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SEDIMENT FILTER BAG AND THE STREAMBANK. TEMPORARY PUMP AROUND FROM j� PUMP • PALLETS .PALLETS 4 MIL QUICK DISCONNECT POLYETHYLENE FILM COUPLINGS (TYP.) NOTES, 1, PIPE AND FITTINGS TO BE SIZED ACCORDINGLY. E" OR 6" PIPING 2. PLACE PALLETS AND POLYETHYLENE FILM IN STREAMBED DOWNSTREAM OF CONSTRUCTION ACTIVITY. 3. TEMPORARILY ANCHOR PALLETS AND POLYETHYLENE FILM WITH RIP RAP. FROM 4. SLOW DISCHARGE TO 2 FPS THROUGH EACH PIPE. PUMP 5. ADD POLYETHYLENE FILM OVER OR UNDER PALLETS. 6. 90• BENDS CAN BE TURNED OUTWARD WITH A LARGER FOOTPRINT OF PALLETS FOR ADDITIONAL ENERGY DISSIPATION. 7. REMOVE COMLPETELY PRIOR TO RETURNING FLOW TO STREAM. rTEMPORARY STREAM BYPASS PUMP DISCHARGE ENERGY DISSIPATOR A OT 0 SC EE CONSTRUCTION SEQUENCE: 1. CONTRACTOR SHALL NOTIFY THE TOWN OF HOLLY SPRINGS 48-HRS IN ADVANCE OF START OF WORK DURING A PERIOD OF TIME WITH NO RAIN IN THE FORECAST. 2. PRIOR TO START OF WORK, CONTRACTOR SHALL HAVE ALL MATERIALS AND EQUIPMENT ON -SITE. 3. CONTRACTORS SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE APPROVED PLANS SET. 4. CONTRACTOR SHALL PLACE THE CULVERTS OR UTILITIES AT THE ELEVATIONS SHOWN ON THE APPROVED PLANS AND BACKFILL IN ACCORDANCE WITH PROJECT SPECIFICATIONS. 5. CONTRACTOR SHALL RESTORE CHANNEL AND STABILIZE ANY DISTURBANCE WITHIN 24-HOURS OF START OF WORK. 6. CONTRACTOR SHALL RESTORE WETLAND AREAS WITH TEMPORARY IMPACT OR PERMANENT CONVERSION TO IMPACT PRE -CONSTRUCTION CONTOURS, AND PLANT AN APPROPRIATE WETLAND OR RIPARIAN SEED MIX. THE YIELD NORTH - GOODWIN - 54318 WOODS CREEK KOAD WIDENING - OCTOBER 2023 - WAKE COUNTY, NC - C1.3 TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. Attachment 2 ROY COOPER Governor ELIZABETH S. BISER Secretary MARC itECKTENWALD Director Elizabeth McMillan CC YIELD North LLC 601 S Tryon Street, Suite 800 Charlotte, INC 28202 Project: Woods Creek Road Widening NORTH CAROLINA Environmental Quality October 30, 2023 Expiration of Acceptance: 4/30/2024 County: Wake The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this decision does not assure that participation in the DMS in - lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated with the proposed activity including G.S. § 143-214.11. This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website. Based on the information supplied by you in your request to use the DMS, the impacts for which you are requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation required and assigned to DMS for this impact is determined by permitting agencies and may exceed the impact amounts shown below. River Basin Impact Location 8-di it HUC Impact Type Impact Quantity Cape Fear 03030004 Riparian Wetland 0.20 Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010. Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need additional information, please contact Kelly.Williams@deq.nc.gov. Sincerely, FOR James .B Stanfill Deputy Director cc: Kate Hefner, agent North Carolina Department of Environmental Quality I Division of Mitigation Services fk; C0.R[71 IRAAEQ 217 West Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652 do.t.—M EP7... a f `� 919.707.8976