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HomeMy WebLinkAbout20240400 Ver 1_USACE Permit_20240529 (3)T op A t 6ryfrfd STA7E5`Oti PJh4'4`T Regulatory Division SAW-2022-00962 DEPARTMENT OF THE ARMY U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT WILMINGTON REGULATORY OFFICE 69 DARLINGTON AVENUE WILMINGTON NORTH CAROLINA 28403 May 29, 2024 Sent Via email: scooney@suncrestreal.com Sean Cooney Trigate-Suncrest Brio West, LLC 2701 East Camelback Road Suite 180 Phoenix, AZ 85016 Dear Mr. Cooney: This letter is in response to the Pre -Construction Notification (PCN) you submitted to the Wilmington District, Raleigh Field Office on March 7, 2024, for a Department of the Army Nationwide permit (NWP) verification. This project has been assigned the file number SAW-2022-00962 and is known as the Brio Subdivision. This file number should be referenced in all correspondence concerning this project. A review of the information provided indicates that the proposed work would include the permanent discharge of fill material into 0.469 acre (ac) (loss 0.445 ac / no net loss 0.024 ac) of wetland waters, the temporary discharge of fill material into 0.048 ac, the permanent discharge of fill material into 0.011 ac (loss 0.10 ac / no net loss 0.001 ac) and temporary discharge of fill material 0.009 ac. The project area for this determination includes the area which is illustrated on the enclosed site plans/maps. The project location is approximately 1.16 miles north of the intersection of Old Crews Road and Forestville Road in Knightdale, Wake County North Carolina. The project is located at Wake County Parcel number 1755155783. We have determined that the proposed work is authorized by Nationwide Permit 29, 18, 14 pursuant to authorities under Section 404 of the Clean Water Act (33 U.S.0 § 1344). The proposed work must be accomplished in strict accordance with the general permit conditions, any regional conditions, the special conditions listed in this letter, the application materials, and the enclosed plans. If the extent of the project area and/or nature of the authorized impacts to waters are modified, a revised PCN must be submitted to this office for written approval before work is initiated. Any violation of permit conditions or deviation from your submitted plans may subject the permittee to enforcement action. SAW-2022-00962 This verification is valid until March 16, 2026, unless prior to this date the subject NWP(s) is suspended, revoked, or is modified such that the activity no longer complies with the terms and conditions of this NWP. If you commence or are under contract to commence this activity before the date that the relevant NWP is modified or revoked, you will have 12 months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this NWP. Project Specific Special Conditions: Special Condition 1: In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby incorporated as special conditions of this permit authorization. Special condition 2: Suitable habitat for tricolored bat (Perimyotis subflavus) may be present at the site. On September 14, 2022, the USFWS published a proposal in the Federal Register to list the tricolored bat as endangered under the Endangered Species Act (ESA). The permittee understands and agrees that all work associated with the clearing and removal of trees and removal or modification of culverts must be completed prior to the effective date of the final listing of this species in the Federal Register. Work associated with the aforementioned activities not completed by that time must cease and the permittee must contact Matthew Martin of the Corps at (984) 800-3741 or matthew.k.martin a@usace.army.miI to determine if additional coordination with the United States Fish and Wildlife Service is required under Section 7 of the Endangered Species Act prior to continuing work. This NWP verification does not preclude the necessity to obtain any other Federal, State, or local permits, licenses, and/or certifications, which may be required. If you have any questions related to this verification or have issues accessing documents referenced in this letter, please contact Matthew Martin, Regulatory Specialist of the Raleigh Field Office at (984) 800-3741, by mail at the above address, or by email at matthew.k.martin@usace.army.mil. Please take a moment to complete our customer satisfaction survey located at https://regulatory.ops.usace.army.miI/customer-service-survey/. Sincerely, Matthew K Martin Regulatory Specialist SAW-2022-00962 Enclosures Cc (w/enclosures) Deborah Shirley, S&EC (via dshirley@sandec.com) Compliance Certification Form File Number: SAW-2022-00962 County: Wake Permittee: Trigate-Suncrest Brio West, LLC, Sean Cooney Project Name: the Brio Subdivision Date Verification Issued: 5/29/2024 Project Manager: Matthew Martin Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS Wilmington District Attn: Matthew Martin Raleigh Field Office 3331 Heritage Trade Drive Suite 105 Wake Forest, North Carolina 27587 or matthew.k.martin@usace.army.mil Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work, and mitigation (if applicable), authorized by the above referenced permit has been completed in accordance with the terms and conditions of the said permit including any general or specific conditions. Date Authorized Work Started: Completed: Describe any deviations from permit (attach drawing(s) depicting the deviations): *Note: The description of any deviations on this form does not constitute approval by the Corps. Signature of Permittee Date M P A CT A R E A A �j� �> �\ — \ \ ZONE 1 (NEUSE RIVER BUFFER) _ \ 4 N� 4 4 4 > 4 4 4 a 4 4 �FEMA --SEAR \ i ZONE 2 (NEUSE RIVER BUFFER) 4 i i /i i i7> \ �� / �\/ / / / , _ \\ D p D p D TEMPORARY STREAM IMPACT \\ 40 ``OF RALEIGH / 4 \� 4 SANITARY SEWER f / — — — ��- I ., EASEMENT / / 4 1\ r- J /' ^ / / \ I LIMITS OF [? STURBA14CE r JACK & BORE - 123 LF - �\ 4 k � — — — — — — 20" ENCASEMENT (0.375' WALL �\ = / — - THICKNESS) \ / < I I / / — — \ \ -,� ORE F; T I �S 24 46 '-R��CEIVIRS, PIS -7 TEMPORARY —� STREAM IMPACT �. I (145 SF) 53 LF \ \ I ZONE 2 \ \ \ \ \\ \ l I v 1011 SF I ZONE 2 \ `'40' GREY} AY TfiAl� \ \ (1121 SF) � \ � � \ \ � \ / � �-- �- / \\ 'M1-30' EASE-Mv ,NNT \ \ (0.026 AC) Zone 1 (1551 SF) (0.036 AC) L—� � / - 0100 \ ZONE 1 \� 1 1 1(I a / / �\rrv%� \ (1600 SF) I I I / % TOP OF / / " N I N (0.037 AC) I BANK / �, I / / / / �� i \ I / � \ \ \ \ I � % � , \\ j 1 � I � I I I I V I I II � � I / // // ^ •l I/ � / / `� / / /� / J - �s aIMITS �Fl DI� s�U E\ \ I I I I I I I / /' �� / /I Tl` \ \ \ \ ;\, �/ \ W� GRAPHIC SCALE 0 15 30 60 u �--� ) \ \\\ II I I � I I I I I I I I I IJ I I�\ \\` I 1 \ \ �\l�-__� \/�/ /��� �i"' / / � / J ✓ I I I I I \ I I I 1 A 1 inch = 30 ft. ° Z W N N Ooo N O O � Q i O N oom_j O O Y N - k6 N N W c-I O O LL Z ZWCo} F a LU m Z wZ aWWw< F-0a =fix=aa d dLLU0(A Q Z J m 0 X U w = O~ U � Q W LLj J Q Q w 2 N Z Y IMPACT AREA B \�� 4 -> -> 4 ���_ ,/ ('\\1\ N 1 � �� \\\ ,-, , \ ZONE 1 (NEUSE RIVER BUFFER) 1 4 4 ZONE 2 (NEUSE RIVER BUFFER) ITS 0 6 NCE �K \ \ \ \ \ (\ I TEMPORARY \� \ \ \ \ \ \ \ \ PERMANENT WETLAND IMPACT STREAM IMPACT \ N \ \ �(44 SF) \ \4 4 4\�\1 \ \ y \) \ \ r� I \ TEMPORARY WETLAND IMPACT TEMPORARY VIETILAW, IMPA \ \ \ \ \ 4 \ I a \ \ \ \ \ PERMANENT -NO LOSS \ 79 'SF \ \ \ I \ (DISSIPATOR PAD) ❑ o 0 0 0 0 0 0 0 0 ❑ PERMANENT STREAM IMPACT Q-222 A�\� � \ \ \ \ \ (82 SF) � � ❑000000000❑ \ ❑0000000000 4 r S �a— � \ \ (31 LF) PERMANENT —NO LOSS ❑ ❑ ❑ ❑ ❑ ❑ (DISSIPATOR PAD) IMPACT \ 6s I IN�. OUT: \ \ 265.00� 7> \\ D p D p D p TEMPORARY STREAM IMPACT PERMANENT I \ \ \ ( \4 4 4 STREAM IMPACT (292 SF) \ \ / / 0 \ \ \ 39 \ \—\ol �'00 \` 4 r �\ /E6,33 SF/ 599 2913 SF. 2040 SF. / 5,51 SF! \\ 597 066 SF �\ \ \ \ 5 \ ( / ,247 SF. \ � ^ � � \ � I � RCP l 1 'ZONE � \ \ a I h (0 8 1SF'\ \ \ \ 7 SF. \ (0 184 AC. I I \ I I WRLAN IM ACT INV� IN: 2g8/t 0' lo ��/ 4 TEMPORARY 4\ 4 �\ 4 4 STREAM IMPACT m> \ (41 SF) (20 LF) \ / I TOP F I \ X \ J \ \ \ \BANKI\ \ TE Jv OR61RY-WETLAND IMP T (7 2 SF) \ \ Vp ' \ (off AC.) \� \\\ \ 1 a \ 4 4 4( 4 I \ \ > \ ► / \ \ \ ,0�45 SF\ \ (� \ I \� / \ ~\ \ GRAPHIC SCALE LIMITS 0 DISTURBANCE / \ 4 - \ \ \ 0 15 30 60 1 inch = 30 ft. ZW N N O O O O Q N `) O Ol C N N m J m G OOYN- I� N N W c-I p 0 Z Z W 'm > Z w a LU Co w w Z Z U Lu J O J w Q a F m_xm�a f3 dLLU0�n0 Q z F—O m � 2 w U o� U ~ Mc0_o W — LJ J aQ w0 =F— Ln(D z M PACT AREA C ❑ 0 0 0 0 0 0 0 0 n PERMANENT STREAM IMPACT 00000000 f ❑oonononoo❑ SF \ SF PERMANENT WETLAND IMPACT 1 I -- �\ It \ '— C1TvIITFP .QF DI~ST4c \\\` '. \ \ F\ IMPACT "C2"— PERMANENT \� \\l \ \ \ WETLAND IMPACT (468 SF) \ o 788 "�*9.6 F. \ \ \ti\\ " ��7 \ \ \\ IMPACTT "C1" , \n \\ \ \ / g PERMANENT STREAM \ \ \ \ \� \ 1� \ ^ 7 8 4 , \IMPACT (142 SF) \ \ l \\ \ \ I1 / GRAPHIC SCALE (42 LF) 0 15 30 60 1 inch = 30 ft. Z W N N O O O O QN 0 C) o Cr-j � co J m G OOYN- I� N N W c I p O LL ZZWCo> Co z w Q LU Z a0WWaw a� ==�xCa d 0 LLUOLn Q z ~o m� w U o ~ U = �Qo �z mew J Qa w 0 = H Ln(D z O T � V d O N N N 0 O £ �u „t3�4u E Z ¢� E E a m E 0 K L N O UI H C 3 O! = IMPACT AREA D \\�\ D p D p D p TEMPORARY STREAM IMPACT PERMANENT WETLAND IMPACT \ \ f \ I I \ \ CA PERMANENT -NO o \ 1 \ CA � -P N PERMANENT LOSS I \ � \ 1 I \ \ W ZONE 1 (NEUSE RIVER BUFFER) ZONE 2 (NEUSE RIVER BUFFER) \ \ o o �� \\ \ \ \ \ \\ \ \ \ \\ \ \ \ \ \ \ \ (� ///// / CLASS 1 RIP -RAP SLOPE �� \ \ \ \ \ \ — \ > / \ — �N PROTECTION - SEE DETAIL S-11 AERIAL PIPE CROSSING PILE - SEE DETAIL S-16 I \ \ ( \� IMPACT "D2" -PERMANENT N \ \ 4 WETLAND IMPACT IMPACT "D1 " - PERMANENT -NO _> ��� .� \ \ \ / / (264 SF) PERMANENT LOSS WETLAND —� — _� \ SF \ F SF // `(0.006 AC.) ZO IMPACT 2 — a (1,045 SF) \� F \� ^ 4 4 4 \�\ �\ _4 BANK > CLASS 1 RIP -RAP SLOPE w 4 _ 14 \ 4 I I / / / / \ / / II / ; PROTECTION -SEE DETAIL 1 � S-11 LIMPACT "D1" - J\ �� ��// 4) I os I ti — 'TEMPORARY STREAM - \ \ IMPACT (32 SF) - ��� �( �\ AF— -� 30' C1'fY 6 11 LEI � EAS/E /lll1� I � �^���'�-�i—\\\ LIMITS OF/ DIST ANCE \ i/ — \ \ \ \ /\ /yOle GRAPHIC SCALE 0 15 30 60 1inch -30ft. Z W N N O 00 O Q ci N o � C r m J m G OOYN- I� N N W -1 O O LL Z Z Lu F m Z U a LU Z w a 0 w w Q a F m =� 2 m U Q IZ a.LLU0v�0 z_ J m 0 2 w U OH U � � Q 0 m-w J Q Q w� Ln(D Z Y J O T � o c:> E d O N N V N 0 O £ �u „tO��u E Z a E u E w m E E c c m� x o I 3 o N O w C 3 O! = IMPACT AREA E1- SANITARY SEWER PERMANENT -NO PERMANENT LOSS ZONE 1 SEWER IMPACT (NEUSE RIVER BUFFER) ZONE 2 SEWER IMPACT (NEUSE RIVER BUFFER) DEEMED ALLOWABLE 000000004 BEAVERDAM PERMANENT -NO PERMANENT IMPOUNDMENT- LOSS WETLAND IMPACT NORMAL WATER (25 SF) LEVEL DEEMED ALLOWABLE ZONE 1 SEWER IMPACT �5 (0.000 AC.) (2430 SF) (0.055 AC.) FEMA 100 YEAR FLOODPLAIN ZONE2 SEWER a 10' GREENWAY IMPACT DEEMED ANl I j" TRAIL 151SF) AC.) \ \ — 0 CITY OF RALEIGH -AS (0.026 =gyp _ _ ^; SANITARY SEWER js \\ \ \ \ \ \ PRIVATE STORM i ,. ' d i 9 EASEMENT, -_ �1-=- ��� § _ ds �_ de _ is DRAINAGE EASEMENT F-�r"�� - ,,--=_�s=— ds'= is — dS i ds Js �i _ 3s -4- I r-_ \ NWF.E AYj TRAIL i rL 244 246 252 10' GREENWAY TRAIL i T N GRAPHIC SCALE 0 15 30 60 1 inch = 30 ft. Z W N Nen O o o N O O � Q O N oN oN Co J O Y N = l0 N N W -1 O 0 LL Z z W m } Co Z U LU z a 0 w w Q Q H d a�uoLn Q Z ~0 m CC Q X V Lu = OH H _ V CC �a0 c�c Z G Lu J QQ Lu 1V2In Ln z Y C O U E E p N N O O V a N y N D E c V m " v t v m E o Q p c 3 L N O L H N IMPACT AREA E 2 - GREENWAY PERMANENT -NO PERMANENT LOSS ZONE 1 SEWER IMPACT (NEUSE RIVER BUFFER) ZONE 2 SEWER IMPACT (NEUSE RIVER BUFFER) TOP OF BANK BEAVERDAM CREEK \ A / C V V .J FEMA 100 YEAR FLOODPLAIN 1 ZO,NE 2i ->­Z� a J948 _> 7> 4 4 4 (620� SF 4 4 4 4 4 \ �� _ 4SS 4 4 4 4 4 (0 14C ) _> _> _> _> _> 4 4 4 4 4 4' a� �— / I ` 10' GREENWAY42 4 ---> 4 4 4 4 4 4 4 -> _> _ 4 4 4 4 �- I / r TRAIL Cll> 1S R WARY al I- EAS ds�--is- — — — — — — -- ds—ds-- Js 244 i 246 — — — — — — — -------------`— - AY TRAIT /10' GREENWAY TRAIL it it252 IN / \ 250 N GRAPHIC SCALE 0 15 30 60 1 inch = 30 ft. Z W N N O o o N p p O Q i p N oom Jmr, O O Y N = l0 N N W -i p O LL Z Zw Co F waLUCoCZ Z U � w w Lu J O J w Q a F =_x=<a d dLLuO(A Q Z F- J m 0 2 w U O ~ U = �Qo � Z m — w J Q Q Lu 0 OC ~ Ln ( 7 Z Y I M PACT AREA F PERMANENT WETLAND IMPACT PERMANENT WETLAND IMPACT WITHIN FLOODPLAIN FEMA 100 YEAR FLOODPLAIN H �q 4 4 4 1- 4- 4 4 4 4 4 4 4 4 4 4 1 > FEkA 1 W YEAR A 4 4 .Y- FLoQQWAY / 4 �� �/� 4 4 -�� 4 4 Lam- 4 J� 10' GREENWAY )� TRAIL IN 30' . EASEMENT 4 4� 4 4 -> -> � 4 �I 4 PERMANENT WETLAND 7> �� IMPACT WITHIN FLOODPLAIN 4 -> (2,459 SF) > -> ' ->(n n5F) A() ->• -> 4 ; -'�AS PERMANENT WETLAND IMPACT (80 SF) (0.000 AC.) GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. Z W N N O o o N O Q O O N O N OOm J 11 O O Y N = l0 N N W -i p O LL Z Z W Co } F Co Z w a LU � w w Z Z U Lu J 0 J w Q a F ua f3 dLLU0(A0 Z �O m � w U o~ U � Q0 r++ — LU J Q Q L1J 2 N Z Y J O T c E d O N N V N O O E c U m U E m Z ¢ ,r E m .. m `-' of m f0 u -Ew x E m c 3 L N O UI C 3 O! = M PACT AREA G TEMPORARY WETLAND IMPACT ZONE 1 (NEUSE RIVER BUFFER) 00000000000 PERMANENT STREAM IMPACT ODODODOD OO❑ ❑OOOOOOO Inc] ZONE 2 (NEUSE RIVER BUFFER) PERMANENT -NO LOSS (DISSIPATOR PAD) IMPACT PERMANENT WETLAND IMPACT TEMPORARY STREAM IMPACT ZONE 1 DDDDDD (414 SF) (0.009 AC.) FEMA 100 YEAR // / ZONE 2 FLOODPLAIN (244 SF) I lQ / (0.005 AC.) �� < FEMA 100 YEAR \ \ PERMANENT WETLAND -> PERMANENT WETLAND IMPACT o ( FLOODPLAI IMPACT WITHIN FLOODPLAIN (52 SF) \ I / 4,091 SF / (0.093 AC.) (0.001 AC.) \ > \-T0 OF BANK \ 4� �4 a / BEAVUE DAM_ CRE PERMANENT STREAM IMPACT- -- (30 SF) — - — -- /UT (3 LF) \ \ — _ _ _ 236 _ PERMANENT WETLAND IMPACT WITHIN FLOODPLAIN (198 SF) _ �- --- — -- ----- — _ — _ �— (0.004 AC.) j ZONE 2 —_ _L to_- (591 SF) — TT� PERMANENT,WETLAND IMPACT (857 SF) I 1 1-> a 4 4 -> (�I 4 4 4 4 4 4 PERMANENT WETLAND �1 �! 4 �� \ (0.019 ACI) / ' / I I — — J-> v -> I > _> ZONE 2 �) IMPACT WITHIN FLOODPLAIN \ / -> -> 4 / 4 4 H 4 4 4 ' (0.0 SF) a 4 4 4 I (2,449 SF) > 4 4 4I � 4` I \ / / C' (0.010 AC.) — (0.056 AC.) — — — — — — — \ — — — -- — — —//— — — — / 4 )PERMANENT WETLAND IMPACT _> TT TEMPOR RY WET"ND IMPA T I I �\ �� / L � ZONE 1 �� E�i(ISTIt�G 3Q' (519 SF) �\ (432 SF +� )� �� l) (1,575 SF) \ I (0.009 C.) iTREAM/IMPACT/ 4 �- f _> 4 _> � � (0.036 AC.) / POWER LINE (0.011 AC.) / I MPORARY 4/ 4 '_>TOP'OF BANK_" 4 4 4 FASEMENT �( N4 4 4 4 4\30' CITY OF V� �� E\1� ( BEAVERDAM->CRE@K \�� �� -> RALEIGH SANITARY /054 ) 1ZONE/2 ra pq� ZONF 2I4 4 4 4 4 -> 4 4 �\ �l �\ �� SEWER EASEMENT- 11 — I� I - FEl YEAR FEMA 100 YEAR FLOODWAY GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. Z W N N Ooo N O O � Q 0 C) O N C pm Jmr, G O O Y N- l0 N N W c-I p O LL Z Z W 'm > F Z w a LU CIO ZU3:w LuLu J O J w Q a F- =-x=<a d dLLU0(A Z � J m0 =Q X U LLJ = OH H U � � Q Lu J Q Q LU �T 2 N Z Y O T m � o c E uaN NNO O O £ �u „tO��u E Z ¢72 E u -E a m E E n 0 m c 3 L N O v= z C 3 O! I M PACT AREA H ZONE 1 SEWER IMPACT (NEUSE RIVER BUFFER) ZONE 2 SEWER IMPACT (NEUSE RIVER BUFFER; STOP OF BANK BEAVERDAM CREEK NiP► MEWI1➢21:iI,IbT"lr 125oJ i gee 1\��LC<� �1j rll I�IIIL O N a 0 0 GRAPHIC SCALE 0 25 50 100 1 inch = 50 ft. Z W N N O o o N O Q O O N C O N G O O m J Ln-i 11 O O Y N = l0 N N W -i p O LL Z Z w m > F Co Z w a LU � w w Z Z U Lu J 0 J w Q a F =_x=Q)a IZ dLLu0(A0 Z H O m 0 2 Q X U w = OU = U = Q o r++ — IJJ J Q Q W Ln(D z O T � o c:> E NNO O uaN o £ �u „tOD•+u E z E m . m a f0 E a m E n o c 3 o N O C 3 O! IMPACT (AREA'A') �\ JACK & BORE 123 LF — — _ 20" ENCASEMENT (0.375" WALL THICKNESS) \ REC�ti/ING FgdT \10'X10' 1 240 \ \ 1( � TOP OF BANK V J I I LIMITS OF DISTURBANCE \ l , \ BORE PIT 30'X10' / \ 250 250 9+50 10+00 1 1 +00 WADAMS The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com BRIO STREAM IMPACT EXHIBIT PROJECT ADDRESS KNIGHTDALE. NORTH CAROLINA 1 1 +50 NC GRID (NAD83) GRAPHIC SCALE 0 15 30 60 1 inch = 30 ft. PLAN INFORMATION PROJECT NO. 202110478 FILENAME 202110478-E3 CHECKED BY RKB DRAWN BY EZL SCALE V=30' DATE 08-05-2022 I M PACT AREA A -ftft T012' OF BAN \ 10' WIDE ,GREEft'WAY 1 \BQARDWALK — STRU,(C A \ \ DESIGN BY NNT RS 1124111 BORE PIT 30'X10' I LIMITS OF DISTURBANCE fl 1 %r 19 iv GEE Y W I R I 7 3 E EMErZTir °tip PRO OS ND BARD AL. CRO�SWP BY THE - S DESIrN FI ISH D E 250 250 / 240 rL GRADT 240 P LEVA FBNK ION =2 1.84 TOP ELE OF TIO 3ANP = 41.76' WOOE EN 'UPP RT 235 235 FG CL 0 9+50 10+00 John R. McAdams Company, Inc. 2905 Meridian Parkway JThe Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293, C-187 WADAMSwww.mcadamsco.com 1 1 +00 BRIO STREAM IMPACT EXHIBIT PROJECT ADDRESS KNIGHTDALE. NORTH CAROLINA 1 1 +50 NC GRID (NAD83) GRAPHIC SCALE 15 30 60 1 inch = 30 ft PLAN INFORMATION PROJECT NO. 2020110062 FILENAME 2020110062E3 CHECKED BY RKB DRAWN BY EZL SCALE 1"=30' DATE 07.19.2023 I M PACT AREA B a - I TOP OF BANK \ _ a i--, INV. OUT: 266.00' I LIMITS OF DIS BA 270 260 FG CL N / \ N \ 48 RCP I \ o IN 1 rf: 268.00' D \ I F NISH D K R YST DI- NE OCK BLOC< RET 0 ININ WALL H ON ADW C LL LV TYP. RT - 91.12 IJF 2.12 48' e RCP NV. IN: 67. 0' EXISTING I V. UT: 65. 0 CL GRADE CLAS RIP-R PERMANE14T 'II' 12'N X 32' X 2" THICK NO P RMA ENT LOSS XIS ING GRADE /THEM ED 9+50 10+00 John R. McAdams Company, Inc. 2905 Meridian Parkway nThe Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293, C-187 WADAMSwww.mcadamsco.com 1 1 +00 BRIO STREAM IMPACT EXHIBIT PROJECT ADDRESS KNIGHTDALE. NORTH CAROLINA :11 270 260 0 NC GRID (NAD83) 1 1 +50 GRAPHIC SCALE 0 15 30 60 1 inch = 30 ft. PLAN INFORMATION PROJECT NO. 2020110062 FILENAME 2020110062E3 CHECKED BY RKB DRAWN BY EZL SCALE 1"=30' DATE 07.19.2023 I M PACT AREA C �z QF/ISTuRBANe 00, / / 280 280 The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com 9+50 10+00 1 1 +00 1 1 +50 BRIO STREAM IMPACT EXHIBIT PROJECT ADDRESS KNIGHTDALE. NORTH CAROLINA NC GRID (N GRAPHIC SCAAD83)LE 0 25 50 100 1 inch = 50 ft. PLAN INFORMATION PROJECT NO. 2020110062 FILENAME 2020110062E3 CHECKED BY RKB DRAWN BY EZL SCALE 1"=50' DATE 07.19.2023 I M PACT AREA D CLASS 1 RIP —RAP SLOPE PROTECTION — SEE DETAIL S-11 AERIAL PIPE CROSSING PILE \ \ \ \\ \ \ \ \\ /� �► �,. S-1EE DETAIL \\ \ \ \ \� \ \ \\\ O�\BANK ` v ZONE 21 ZO 1 r \01 ' 15+00 J \ \ \ 1 I Lj- - 250 250 14+50 15+00 16+00 The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com BRIO STREAM IMPACT EXHIBIT PROJECT ADDRESS KNIGHTDALE. NORTH CAROLINA 1 7+00 NC GRID (N GRAPHIC SCAAD83)LE 0 20 40 80 1 inch = 40 ft. PLAN INFORMATION PROJECT NO. 2020110062 FILENAME 2020110062E3 CHECKED BY RKB DRAWN BY EZL SCALE 1"=40- DATE 07.19.2023 I M PACT AREA G EXISTING 30' I _ — POWER LINE EASEMENT I %/ LIMITS OF DISTURBANC p � �I t? 4,, I I 1 W I I N I�j I II I c 250 250 240 240 INIS ED EXIE CL TING 33RAE E WATER SU FAC ATE SURFACE 2301 1 230 16 —10 X '-3' EL ATIO : 2 7.5 ' ALUMINUM w OX TREAM B TTO IN IN: 226.541 220 220 FG CL rn N N Iq N N � N N Iq M N � M N M N o 0 M M N N 0 M N I ) N 10+00 1 1 +00 12+00 R GRIDAPHI(CNAD83 GRSC LE 0 20 40 80 k2023-10-31 Updated Impact maps\2020110062-E3.dwg, 2/28/20241:42:26 PM, Zach Lee 1 inch = 40 ft. The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com BRIO STREAM IMPACT EXHIBIT PROJECT ADDRESS KNIGHTDALE. NORTH CAROLINA PLAN INFORMATION PROJECT NO. 2020110062 FILENAME 2020110062E3 CHECKED BY RKB DRAWN BY EZL SCALE 1"=40' DATE 07.19.2023 I M PACT AREA B 1 �I I I��: 1 �' PERMANENT —NO\ LOSS (CLA VIP RAP DISSIPATOR PAD) IMF ' 50' NEUSE RIVER RIPARIAN --N BUFFER (MEASURED 50' FROM TOP OF BANK, EACH SIDE) The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, INC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com BRIO STREAM IMPACT EXHIBIT PROJECT ADDRESS KNIGHTDALE. NORTH CAROLINA N NC GRID (NAD83) GRAPHIC SCALE 0 15 30 60 1 inch = 30 ft. PLAN INFORMATION PROJECT NO. 2020110062 FILENAME 2020110062E3 CHECKED BY RKB DRAWN BY EZL SCALE 1"=30' DATE 07.19.2023 I M PACT AREA G nu LR DM%J. 4 ,�� 4 4 4� �\ 4 1. 4 4 'AQUA BARRIER 4 COFFER DAM =0R APPROVED EQUIVALENT 4 - 4 \ / I EMPORARY DIVERSION /CHANNEL LINED WITH IMPERVIOUS MATTING WITH - A MINIMUM OF 4 FEET 4 O OVERLAPPING THE i 4 7 a CHANNEL BANKS (SEE \ TYPICAL SECTION) 4 4 4 YOG4 4\ 4 4 4 _> _> _> _> i. \ _> 4 4 4 _> \� j i 4 4 4 4 4 4 4 4 4 4\ The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com BRIO STREAM IMPACT EXHIBIT PROJECT ADDRESS KNIGHTDALE. NORTH CAROLINA AQUA BARRIER JCOFFER DAM -OR APPROVED > EQUIVALENT - - 4 a a a 4 4 4 4 4 j- -_T_ — 4 4 50� NE4SE RIVER JRIPAf IAN UFFFR (t EASU�RED �50 FROM OP OFF B NK, EACH SIDE LIMITS OF-> _> D15TURBANCE3 4 4 4 4 _> _> _> 4 4 _> _> 4 _> j 4 4 4 4 4 4 4 4 _> _> 4 4 4 4 4 4 4 4 4 4 4 4 i. i. il 4 4 1. i i i i i i i i 4 4 1. 4 4 4 Q NC GRID (NAD83) GRAPHIC SCALE 0 15 30 60 1 inch = 30 ft. 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FINAL DRAWING J McADAMS The John R. McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com CLIENT SUNCREST REAL ESTATE & LAND 2701 EAST CAMELBACK ROAD #180 BILTMORE PARK PHOENIX, AZ 85016 PHONE: 602. 698. 8655 S LJ N C R E S T flea! Eslaw & Land Ln on VIIIIIIIIIIIIIIIIII z < < ?: 0 z W Q Cr� � Q 0 ?: Q U OC z W ~ om 0 � o _ U z ' F_ U Q LU J O J o F_ O R �__ O 0 m (A O z �z zr.,., Or--1 U REVISIONS 1 04.06. 2023 RESPONSE TO TOK COMMENTS 2 07. 10. 2023 RESPONSE TO TOK COMMENTS 3 09. 11. 2023 RESPONSE TO TOK COMMENTS 4 12. 29. 2023 RESPONSE TO TOK COMMENTS 5 12. 29. 2023 RESPONSE TO TOK COMMENTS PLAN INFORMATION PROJECT NO FILENAME CHECKED BY DRAWN BY SCALE DATE SHEET 2020110062 RCA RLU 1"=100' 12. 22. 2022 EXISTING CONDITIONS on •Ad T' •e III US Army Corps of Engineers — Wilmington District Compensatory Mitigation Responsibility Transfer Form Permittee: Sean Cooney Action ID: SAW-2022-00962 Project Name: the Brio Subdivision County: Wake Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that Wilmington District Project Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one Mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate Mitigation Sponsors. Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released and are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of whether they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger and provide a copy of the signed form and the updated ledger to the Permittee, the Project Manager who issued the permit, the Bank Project Manager, and the District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument. Permitted Impacts and Compensatory Mitigation Requirements Permitted Impacts Requiring Mitigation*: 8-digit HUC and Basin: 03020201, Neuse River Basin Stream Impacts (linear feet) Wetland Impacts (acres) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non -Riparian Coastal 0.46 *If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor. Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03020201, Neuse River Basin Stream Mitigation (credits) Wetland Mitigation (credits) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non -Riparian Coastal 0.92 Mitigation Site Debited: Clearwater Neuse 01 Umbrella Mitigation Bank Specially, Lowlands Wetland Mitigation Site (List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS acceptance letter identifies a specific site, also list the specific site to be debited). Section to be completed by the Mitigation Sponsor Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the Wilmington District, are currently available atthe mitigation site identified above. Further, I understand that if the Sponsorfailsto provide the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation requirements. Mitigation Sponsor Name: Name of Sponsor's Authorized Representative: Signature of Sponsor's Authorized Representative Date of Signature USACE Wilmington District — MRTF Page 2 Conditions for Transfer of Compensatory Mitigation Credit: • Once this document has been signed by the Mitigation Sponsor and the District is in receipt of the signed form, the Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains responsible for any other mitigation requirements stated in the permit conditions. • Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the District is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized impacts conducted by the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit issuance; however, a copy of this form signed by NCDMS must be provided to the District within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the District has received this form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. • Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the District Project Manager (address below) is provided with a signed copy of this form. • If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the District, the Sponsor must obtain case -by -case approval from the District Project Manager and/or North Carolina Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance and a new version of this form must be completed and included in the District administrative records for both the permit and the Bank/ILF Instrument. Comments/Additional Conditions: This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Page 1. Once signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the District Project Manager at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District Mitigation Office, 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC27587 (or by email to SAWMITOusace.armv.mill. Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office. USACE Project Manager: Matthew Martin USACE Field Office: Raleigh Field Office US Army Corps of Engineers 3331 Heritage Trade Drive Wake Forest Email: matthew.k.martin@usace.army.mil Mav 29. 2024 Wilmington District Project Manager Signature Date of Signature Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is available at http://ribits.usace.army.mi1.