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HomeMy WebLinkAbout20191700 Ver 2_HIN19000-Overall Project NWP Approval-2020-04-29_20200730U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2012-01499 County: Wake U.S.G.S. Quad: NC -Cary GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: USEF HCG Fenton, LLC Kurt Hartman Address: 8 Ravinia Drive Atlanta, GA 30346 Telephone Number: 770-206-5333 E-mail: kurt.hartman(&hines.com Size (acres) 92 Nearest Town Cary Nearest Waterway Walnut Creek River Basin Neuse USGS HUC 03020201 Coordinates Latitude: 35.7809 Longitude:-78.7573 Location description: The project site is approximately 92 acres bordered to the south by Cary Town Blvd. and to the east by Walnut Creek in the town of Cary, Wake County, North Carolina. Description of projects area and activity: This permit verification allows for 0.423 acre of wetland impacts (0.189 acre temporary and 0.234 acre permanent) and 291 linear feet of stream channel impacts (1461f temporary and 1451f permanent) associated with the construction of the Fenton mixed use development. mitigation is required for this proposal. Applicable Law(s): © Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: NWP 39. Commercial and Institutional Developments SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed Conditions, your application signed and dated 4/27/2020, and the enclosed plans entitled "Fenton impact exhibits" (11 sheets) dated 4/22/2020. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at (252) 808-2808. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact James Lastinger at 919-554-4884 ext 32or James.C.Lastinp-er(a)usace.armv.mil. Corps Regulatory Official: _Date: 04/29/2020 Expiration Date of Verification: 03/18/2022h �~'� The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0 Copy furnished: Agent: McAdams Company Jennifer Burdette Address: 2905 Meridian Parkway Durham, NC 27713 Telephone Number: 919-361-5000 E-mail: burdette( )nicadamsco.com SAW-2012-01499 SPECIAL CONDITIONS a. 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. Action ID Number: SAW-2012-01499 County: Wake Permittee: USEF HCG Fenton, LLC, Kurt Hartman Project Name: Fenton Mixed -use development Date Verification Issued: 04/29/2020 Project Manager: James Lastinger 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: James Lastinger Raleigh Regulatory Office U.S Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 or James.C.Lastinger@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 authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date SAW-2012-01499 Compensatory Mitigation Responsibility Transfer Form Permittee: USEF HCG Fenton, LLC, Kurt Hartman Action ID: SAW-2012-01499 Project Name: Fenton Mixed -use development 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 to the U.S. Army Corps of Engineers (USACE) 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 must verify that the mitigation requirements (credits) shown below are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of whether or not 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 bank ledger to the Permittee, the USACE Project Manager, and the Wilmington 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 0.234 *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 0.47 Mitigation Site Debited: Falling Creek Stream and wetland mitigation bank -Falling Creek/Grantham Branch sites (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 USACE, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to 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 Conditions for Transfer of Compensatory Mitigation Credit: • Once this document has been signed by the Mitigation Sponsor and the USACE 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 USACE 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. 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 the Sponsor must be provided to the USACE within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the USACE 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 USACE 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 USACE, the Sponsor must obtain case -by -case approval from the USACE 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 USACE administrative records for both the permit and the Bank/ILF Instrument. Comments/Additional Conditions: A letter from Wildlands Holdings III, LLC, confirming they are willing and able to accept the applicant's compensatory mitigation responsibility, dated 4/24/2020 was included with the preconstruction notification. This form is not valid unless signed below by the USACE 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 USACE Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls of Neuse Road, Wake Forest, NC27587 (email: todd.tugwell@usace.army. mil). Questions regarding this form or any of the permit conditions may be directed to the USACE Project Manager below. USACE Project Manager: James Lastinger USACE Field Office: Raleigh Regulatory Office US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Email: James.C.Lastinger@usace.army.mil USACE Project Manager Signature 04/29/2020 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.mil NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL A licant: USEF HCG Fenton. LLC, Kurt Hartman File Number: SAW-2012-01499 Date: 04/29/2020 Attached is: See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A PROFFERED PERMIT (Standard Permit or Letter of permission) B PERMIT DENIAL C APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at or http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx or the Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Admilstrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Admimistrativc AppcalProccss by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division Mr. Phillip Shannin, Administrative Appeal Review Officer Attn: James Lastinger CESAD-PDO Raleigh Regulatory Office U.S. Army Corps of Engineers, South Atlantic Division U.S Army Corps of Engineers 60 Forsyth Street, Room 1OM15 3331 Heritage Trade Drive, Suite 105 Atlanta, Georgia 30303-8801 Wake Forest, North Carolina 27587 Phone: (404) 562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunit to participate in all site investi ations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: James Lastinger, , 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 V E (E�O�B� -\\E i91 \ \ \\ \\\`-_� - - , / / / , / / I ss \ \ / \ \ 1 _ \ �\ _ \ _ — \_/ �/� — / / % ///'/'/ /'/'i/// / �g�ss // ss —s\ s���ss�� S9 SS s_ _ ss � T !$s ss ��ss 4s �s ss ss _ ss �--�— � � — J i � _ _ — _ ( / \ 4E--'- =7kP C�-_NEUS�R I PAR I%'N-fl ER \ / � f / / / �m�\ Flu J�E�ELco 0 _ - RARY SURFAC TE/MPOZY 20' ZONE 2 _ SURFACE LOT »D» � ss \ \\\ �\\ 1 \ \ \ STREAM BUFFER ` \— J ��, / — — \ \ I = \ \ \ \ 30' ZONE 1 IZ / / /' ^ ` ` / / 11A(3) c - _ \ \ STREAM BUFFER _ % / � '--' �' � / / / I / D a � ——��_'_.` ( l \ — — � � ` � \ \ 1\ I \ \_ - , _ _� L I \ _ �Q�UIN�4RD-Ri�AD, I ,� 1 - 40 � O , / / / FOT�J \ H I T`� E D EPP IEN f -- I / A �-, \ I / \ \ \ \ k STREET C 17 1 2 SCM "Ell 38 \ 4 - - I \ \ \ \ i I I \\A ♦� l l �,,.f \,� \\ \ \ J \ O / WEGIVIANS 111 \ \ \ \ \ \ \ \ \ \ / I I ' I I I �fiR-�T, PARKING QECK5 \ \\\ I \ \ \� \\ \\ \ 3B \ \ `\ \ \ / 0 \ \ , \ \ \ \ \ \ \ I O _ � \ I I '� a62, \ \ \ tea. \ \ \ `�I I \ I - \ \ / i\ � \ \� \ �� / / j // /.• ,// / aRARY-- TE \ \ \ \ \ 456 \ ° \ 4R I N(�\ D��K "D 1 Y \ I / SU R/FA j Wf , ,'B � / \ / / �� �� \ \ ° O I / 7 // / y / 50 TOWN OF NARY \ \ \ \ \ \SCM UR-KAN TRANtITION / \ \ \ p 4 \ / ► // / /�' /'" l _/� / �/ FFER � \\ \ \ �\ � \\ ` Awl 6 ( /�/ / / , �/�..�.•' j/ �' ° O l \ /� I \\ \ \ �� - - _ -_ _ i.� /¢ — -- ,, 100 Y�AR l \ \ - - - - / / / ---- 1 FL00 PLAIN 11 II (� //// I I / � y � I I I I� '�' \ \ \\ \�,, \ \ -; - l �� o a-_ � s \\\ \- /, ,/„' / /' _ /f(_ / /�;/, ,- 1 •f I Q / \ - - - RA SCM S RIPARIAN BUFFER i / /l / / � � ( II I I l l i \1 I � \ \ � / ss 1 � \ 45 \�• /;� / \ / / , f l I I TRINITY p-OA� (126 PUBLIC B&) j STREP BUFFER / / / / / / / / / / / / — / / / �� ✓ . / . / / / /V 30' ZONE 1 48 \ 1 I I I I I I I l / / STRE�M BUFFER 446 / / ; / ` / (T OjWAY \ /%/ / 410/11 pk0 /t T,11 R /I 4- / / /l / l l I I I I �►� / / � ' I I I � I I I � v _ ' %%=�'�� � _ ��' i' 1 �� � � � (; � � I' '• l ' ' � - ` \ �� / � l l I I I y I � I I / / \ I I \ \_ J/ij/i%�� � �,�.` � J / �� � 1, � ( :• / / / / __� / / �� / �� 1 I I I I I I I I I I�I•\�\ \ �� �;'� � _ � � � i ice' ,' i � / / � / / / , � � — — 1/y/ 'OtI/, GRAPHIC SCALE 0 50 100 200 finch =100ft. \\\ II i l l i / / /' . / �' /' — _� I FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION '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 www.mcadamsco.com CLIENT USEF HCG FENTON, LLC FIVE RAVINIA DRIVE ATLANTA, GEORGIA 30346 w V) J �n (V D m0a = 0o z w w o z Q U U0� Q 0 L REVISIONS NO. DATE 1 12. 09. 2019 IMPACT EXHIBIT SUBMITTAL 2 04. 22.2020 IMPACT SUBMITTAL REVISION PLAN INFORMATION � PROJECT NO. HIN-19000 FILENAME HIN19000-IMPACT-01 CHECKED BY LAW DRAWN BY LAW SCALE 1"=100' DATE 04. 22. 2020 SHEET OVERALL IMPACT EXHIBIT O-1 MATCH LINE - SEE SHEET 0-1 /00 Y ARIN \ \\ \ \ �\ III 438 / I / / / i LOIDD LAI � �/ /l l l l l l l � lGl l \ •� \ — \ / / / / � v'\ \� \\\ \_\�\ \\ � 5o'�rE 1. \ L\ — �I1R4aN BtfFFER \ �; /; / / / / / / / / \ \ — \ %�-� ✓ �\\- ���. \ \\�\\ I �� / / III r — \�ov�r _o.F BAR r \ / / / / / / // / // / / I / / / // \ — •1 \� �.� — _ •u R - �� 1 �- l/\\ _ � �_ - •`\� - \ \ _ _ � I I I I� ��r/ l / \ �� ► r �/ / l l l l l I 1• � / \--._ __ � � I � � •\�� \�� \� 1 � _\ FLOODWAY 43 — 2 \ / P/ X// cREEKBANx (TYP.) �G l/ l / l l � _ l 11 l / �l l � � CR - AEI I � --- • � � �' �7 U1 AWN / \ \ , - - I. - - s /• _ ss s -1 - / \ EXISTING /Tf�AIL 1 100 YEAR FLOODPLAIN 1 LAF1101 I --L-1- L/\I HUI I_ L=-JL — - i�� r-Arl101 1 - D / / \ \ \ \ EXISTING �\ / ! ---- �//. SANITARY SEWER EASEMENT — — — — — GREENWAY CONNECTION TO TRINITY -KOAD (DESIGN AND PERMITTING BY .OTHERS) MATCH LINE - SEE SHEET 0-1 ,Tk P�b�RARYI I \� \ Ro \ \ \j _ \ ' ■�— ——CRl`EKBANK RETAINING WALL U� �— — — _ — �. / — — ��; . ' = •-�—` f -- \ /�/ / (DESIGN BY OTHERS _0, % VEGETATION WILL BE CUT AT { I 1 � � � — — — � \ \. I -- � -L � —I I-� -� �\ � \ / /• / � - — �/ / THE GROUND SURFACE. THE i j/ / ./ / \ _ _ ✓ i \ _ _ 1 _ - - _ �_ ROOT MAT UNDER THE / � \ — — / 1 j I \i/ v ! 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McAdams Company, Inc. 2905 Meridian Parkway Durham, NC 27713 phone 919. 361. 5000 fax 919. 361. 2269 license number: C-0293 www.mcadamsco.com CLIENT USEF HCG FENTON, LLC FIVE RAVINIA DRIVE ATLANTA, GEORGIA 30346 Z O REVISIONS U r-I tJ) J (V m' 0 co Z J u LU 0 LU z Q U v0r1ro Q O z cc >- _ Q U U L.r) 00 NO. DATE 1 12. 9.2019 IMPACT EXHIBIT SUBMITTAL 2 04.22.2020 IMPACT SUBMITTAL REVISION L _\ I I l 6Oki 1/_ 9 Leil. �;Zialx��►[�>�:II\6�:IIIIII,' FILENAME HIN19000-IMPACT-03 CHECKED BY LAW DRAWN BY LAW SCALE 1"=60' DATE 04. 22. 2020 SHEET OVERALL IMPACT EXHIBIT O FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION IN 10, �Af4D \ \ \ J(TY� END SAN SEWER AREPLACEMENT �N\ P 30 RTIXGYBANK dl TOP OF LY BUFFER IMPACT B-2 / \ ZONE 1 1,055 SF "-,ZONE 2 459\ F / —900 \ �o / ' / / \ \\ \ BUFFER IMPACT B-3 ZONE 1 724 SF ZONE 2 400 SF \ FLOODWA 23t LF\ \ \ \ \ \ \ ` \ I\ \ \ (TYP.) `4 '7\cL%�s \u FCP / WETLAN (TYP.) LEGEND IMPACT LEGEND STREAM BUFFER EXEMPT \ ZONE 1 & 2 IMPACTS FLOOD WAY ZONE 1 IMPACTS 100 YEAR FLOODPLAIN WETLANDS ZONE 2 IMPACTS � m W ,�O A TEMP WETLAND IMPACT W-1 0.184 AC (E-1 + E-2) TEMP STREAM IMPACT S-1 146 LF (2,375 SF) 1 50' NEUSE I STREAM BUFFER I I \ O0 ti l t'l Imto go I gles I go 1** 0 1** 1** 1** —OPEN CUT STREAM FOR SANITARY SEWER INSTALLATION W/ TEMPORARY STREAM BYPASS \AROUND CONSTRUCTION. TEMPORARY STREAM IMPACT STATE OF NORTH CAROLINA EXISTING 20' TOWN PIN: 0774311292 OF CARY SANITARY ZONED: 01; R/R; ORD SEWER EASEMENT \ FLOODWAY \ (TYP.) 50' TOWN OF \ \ CARY UTB \ \,L 50' NEUSE STREAM \ �UFFER \ \ 50' TOWN -OF CARY \ URBAN TRANSITION \� BUFFER \ \1171��i�•. SEE SHEET E-2 I I� GRAPHIC SCALE o zo ao so 1 inch = 40 ft. z O w N O O O a oN II 2 2 Q c-I O 0 Z z Lu co z ~ � WaYZ Z U J J O � w W J w Q Q H C) w a LU J Z Z L~ m 0 Lo HZz� Lu o LL. U Q < U U 111 Ln 00 m W ,�O A TEMP WETLAND IMPACT W-1 0.184 AC (E-1 + E-2) TEMP STREAM IMPACT S-1 146 LF (2,375 SF) 1 50' NEUSE I STREAM BUFFER I I \ O0 ti l t'l Imto go I gles I go 1** 0 1** 1** 1** —OPEN CUT STREAM FOR SANITARY SEWER INSTALLATION W/ TEMPORARY STREAM BYPASS \AROUND CONSTRUCTION. TEMPORARY STREAM IMPACT STATE OF NORTH CAROLINA EXISTING 20' TOWN PIN: 0774311292 OF CARY SANITARY ZONED: 01; R/R; ORD SEWER EASEMENT \ FLOODWAY \ (TYP.) 50' TOWN OF \ \ CARY UTB \ \,L 50' NEUSE STREAM \ �UFFER \ \ 50' TOWN -OF CARY \ URBAN TRANSITION \� BUFFER \ \1171��i�•. SEE SHEET E-2 I I� GRAPHIC SCALE o zo ao so 1 inch = 40 ft. z O w N O O O a oN II 2 2 Q c-I O 0 Z z Lu co z ~ � WaYZ Z U J J O � w W J w Q Q H C) w a LU J Z Z L~ m 0 Lo HZz� Lu o LL. U Q < U U 111 Ln 00 it o E EYr C. rc °u V a N N mmz m u E _ z w E m E -E w m o o r w N 3 L N O 01 H C U1 - A V SEE SHEET E-1 \ \\ \ \ \ \\ \ \ \ \ \ wETLAND I \ A \ FLOODWAY (TYP.) TOP \\\\ \\ LNO P AI�V B#K \ '. \ \\\ \ OF F \ \ V (�Tl�?.� V \ 1 II WET ND \ 10 N ZO ----- �/ jL/ODPLfiIN (TYP -.00,/ / 50' NEUSE\� \ lb'0' TO)kN OF CARY� STREAM \ UREA�1 TRANSITION \BUFFER \� BUFER (TYP.)\ \� I 20N� TEMP WETLAND IMPACT W-1 (SEE SHEET E-1) 50' TOWN OF CARY URBAN TRANSITION BUFFER \ 5 NEUSE \ ST EAM B FER \ WETLAND \ \ (TYP.) \ f EXtS.TI N G 20' TOWN OF MRY-, SANITARY SEWER EASEMENT _ i i IMPACT LEGEND EXEMPT ZONE 1 & 2 IMPACTS ZONE 1 IMPACTS ZONE 2 IMPACTS TEMPORARY WETLAND IMPACT LEGEND STREAM BUFFER — — FLOODWAY 100 YEAR FLOODPLAIN WETLANDS BEGIN SANITARY SEWER REPLACEMENT TEMP WETLAND FLOODWAY IMPACT (TYP.) W-2 0.005 AC WETLAND (TYP.) l\ � GRAPHIC SCALE 0 20 40 so \ 1 inch = 40 ft. o 1-4o � 00 a ZZCDN O LL zLuCa} Co Z wa�zw p w w Q J H � 2 = U Q f1 d LL U 0 v, 0 N o wa W J z U m oLu U Hzz� L? O z LL. U Q < U S� U G Ln Ln _ 00 E y� Sim ° V ^ d N N N O O - m m V E z z a £ Nlu o m v = LEGEND k STREAM BUFFER 5 FLOODWAY 100 YEAR FLOODPLAIN / � j // // �� WETLANDS 4 HW-// / j// ST 1 \ E Eiji/ / ---URBAN �T�Af�SIT ONY / CB-104 /r / / �Q' / / / BUFFS / �o SSMH-201 B (PATE / — / 113 LF /�~ � � � � �`�\P / / / / / STRE4�BUFFER 18" RCP ..% 6 // ( / SFrM l�- l0' / / -- / / 30' ZONE 0.66 j� % EX CB / / / / EX SSMH TOP=436'08' / / / RIM;-41'5.17 STRE9"UFFER fW417.61 31.1OUT: 417 4�// NEWINelN:SE/E PROFILE// / ss / / SSMH-201A / 8 ss -/' 20' 2>S / � / _BE PIT / \� ss ss 18V�UR2 �_ // � / rTOP F �� P(BURIED) BANK 000 — BAPTIST STATE — ` — — — COfWI! TIC OF-RC--TR� _ — — _ GRAPHIC SCALE PIN: 0773179571 / / / / _ 0 20 ao so 4QUED: OIL 1 inch 40 ft. z CD O w N O O Q 0 p N u x x Q o 0 Z z Lu Co z ~ LU Lu < Z U w J O J w Q Q H M o I � wa I L> J Z Zwm-0 OunwU �Zz� LL J 0 LLV>a Q�u U 5L Ln G Lll 00 o u E v a ry d o 0 mu m u E _Z f0 m E -E w m o o r w N 3 s N o v � v = N /F WAKE COUNTY BOARD OF EDUCATION N/F PIN:0773-077-917 HCG FENTON PHASE D LLC DB. 1793 PG. 449 PIN:0773-183-321 EXISTING LAND USE: SCHOOL / DB. 17402 PG. 382 WETLANDS (TYP.) -f- / _ r / 50' NEUSE r J / / 50' TOWN OF CARY / RIPARIAN URBAN TRANSITION / 7 BUFFER BUFFER 310— ZONE 1 20' ZONE 2 1 / _ — STREAM BUFFER STREAM BUFFER — — _ EX SSMHss ss ss - - / EXISTING RIGHT OF WAY\x \ \ _ _ _ _ XISTI G RlGHT OF WAY X xT �x SMH � _777- --- _ '\ TOP OF J 1 RELOCATED FIRE HYDRANT BEHIND — _ PROP-eSEB-1-7'-aTREETSIDE TRAIL \ \ \ �STREETSIDE TRAIL _ (SEE C5.13 FOR DETAILS�N OE-&GN) / � w 3 434 W W M — — — — — — — +✓: �• — — -� EXISTING EDGE OF E TING TRAFFIC PAVEMENT (TYP.) RETAINING WALL COOL MEASURES EXISTING 24" CURB / (DESIGN BY OTHERS) \ / TO BE R�QCATED AND GUTTER (TIP. BEHIND STREETSIDE } BUFFER IMPACT B-4 ZONE 1 3,879 SF sa / \TRAIL — — w � �� � ZONE 2 7,378 SF _ _ 50' TOWN OF CA —= -/ �— _ -y TING WATERLINE VALVES o URBAN TRANSITION \ \ 7 TO EMED AND BE BUFFER INSTALLED'FL'U�WITH � _ STREETSIDE TRAIL7 - \ ------------ �- EXISTING _— CARY TOWNE BOULEVARD —SR 1497 / a (VARIABLE WIDTH PUBLICBPW)- --------�T----- ---- --- --- �_�� £ IMPACT LEGEND \\\\\ • EXEMPT ............... ZONE 1IMPACTS �►/►/►/►/►RRR rapip"wo- LEGEND [ ] STREAM BUFFER FLOODWAY 100 YEAR FLOODPLAIN WETLANDS GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. Em- z CD 0 w N O O O a oN u x x Q o 0 Z Z w m Co Lu z ~ Lu w a Y z w z U w w _j0JwaQ� d d w U 0 V) 0 wa w J z z L Co = 0 u HZZ Lu LLM u Q < U U Ln L(1 00 o E Eyr o�rci ou c u m u E �z m am ° ¢'v E ti v lu a 9 m E E g g t w Sao o�= s N o v= a � v 1 TC►ID 1►1CT1 Akin WETLANDS (TYP.) ZONE 2 STREAM STREAM BUFFER 30' ZONE 1 STREAM BUFFER I ' I � IMPACT LEGEND IMMEXEXEXONES ZONE 1IMPACTS • EXEMPT �► /► /► /► /► /► IN I rapip"so- \ /. 20' TOWN OF CARY GREENWAY EASEMENT LEGEND / 55 i i FLOODWAY J— (TYP.) 50' TOWN OF CARY URBAN TRANSITION BUFFER i EXIS4NG 20' TOWN OF/CARY SANITARY . EWER EASEMENT iwoo/ FLOODPLAIN (TYP.) BUFFER IMPACT B-5 \� ZONE 1 1,420 SF ZONE 2 1,605 SF STATE OF NORTH CAROLINA PIN: 0774311292 ZONED: 01; R/R; ORD [ ] STREAM BUFFER FLOODWAY 100 YEAR FLOODPLAIN GRAPHIC SCALE 0 20 40 80 WETLANDS 1 inch = 40 ft. / / / i z 0 w N O O O Q Ol p N II 2 2 Q c O 0 LL Z zw Co m H z W a Y Z W J O W W Q J J Q d d li U 0 V) 0 �..n q I � Lu ; LU J Q z Zwm° 4cnWu HZz� LLJ 0 LL.U}Q U u Q< �Ln Ln _00 o u E E y r o rc ou O ^ V a N N N p N c u m u E �z m am ° v tilu m E E g g t w Sao o�= s N o v= a � v L^� cam, ✓ EXISTING i — — 15" RCP �� _..�• ,�— ����——'\ �E-----� I WETLANDS (TYP.) 0.71% `--�•— � _ — / / �— %00i \ TOP OF �•. BANK -- -- - FLOODWAY / a / � EXISTING WETLANDS (TYP.) / EXISTING \ SANITARY SEWER — — TOP OF �_-- BANK /��� � -- _ ss ss 55- ss -- i ss- — \\\� 20' ZONE 2 _ 55 /� \ STREAM BUFFER / FLOODWAY (TYP.) � \�� 30' ZONE 1 STREAM BUFFER v v ,� a / ss / ��' �' - EXISTING WETLANDS (TYP.) BUFFER IMPACT B-6 \C ZONE 1 449 SF EXISTING 20' TOWN OF CARY SANITARY ZONE 2 4,286 SF \ \ o SEWER EASEMENT / / r VEGETATION WILL BE CUT AT 20' TOWN OF CARY THE GROUND SURFACE. THE 50' TOWN OF CARY URBAN TRANSITION GREENWAY EASEMENT ROOT MAT UNDER THE 20' ZONE 2 BUFFER STATE OF NORTH CAROLINA PROPOSED BOARDWALKS WILL / STREAM BUFFER NOT BE DISTURBED PIN: 0774311292 EXISTIN� 20' TOWN ZONED: 01; R/R; ORD ZONE 1 „ / OF CAPY SANITARY STREAM BUFFER ST SEWEIj EASEMENT / LEGEND IMPACT LEGEND - \\\\\ • EXEMPTZONE 1IMPACTS E— ] STREAM BUFFER FLOODWAY 100 YEAR FLOODPLAIN GRAPHIC SCALE 0 20 40 80 WETLANDS 1 inch = 40 ft. z O w N O O O Q Ol p N I I 2 2 Q c O 0 Z Z w m Co z ~ � wa Y LU Z w w Z U � w J O J w Q Q H d d w u 0 V) 0 0 I � wa I w J z Zwm O()wu Hzzm: LLJ 0 IZU}� Q<Q U c� U G Ln Ln 00 �LOODIP LgYiV (TYPO FLO09WAY \ \� __----�/ �� / / /'✓ / EXISTING WETLANDS (TYP.) 430 BUFFER IMPACT B-7 ZONE 1 1,309 SF- - ZONE 2 953 SF lool i BUFFER IMPACT B-8 1 TOP of ZONE 1 660 SF / / \ BANK ZONE 2 455 SF EXISTING SANITARY / 5S �\ - i , FLOODWAY EXISTING 20' TOWN / SEWER ,� OF CARY SANITARY (TYP.) / II / ' - - \ , I i SEWER EASEMENT / 20' ZONE 2 / L �// - -- \ --�, \ ,� STREAM BUFFER i 30' ZONE 1 TOP OF j / / / y - \ \ \ ��/ STREAM BUFFER BANK /I F - - /� / - � BUFFER IMPACT B-9 ZONE 1 823 SF z / ZONE 2 2,132 SF I = FLOODWAY 20' ZONE 2 I I � � I (TYP.) i i STREAM BUFFER I I _ _ i / 20' TOWN OF CARY '1�1 / • - - , GREENWAY EASEMENT I I / i� 30' ZONE 1 I 1 VEGETATION WILL BE CUT AT / \ 50' TOWN OF CAR STREAM BUFFER i Y % a THE GROUND SURFACE. THE - �� � / � � � � URBAN TRANSITION � / _ r _ _ �1 — _ ROOT MAT UNDER THE i i BUFFER / PROPOSED BOARDWALKS WILL �� �i EXISTING / NOT BE DISTURBED _ �� �i , / WETLANDS (TYP.) STATE OF NORTH CAROLINA ✓� / / . . • �j �__ — i— PIN: 0774311292 LEGEND/ ZONED: 01; R/R; ORD FLOODPLAIN IMPACT LEGEND (TYP.) \\\\\ • EXEMPT �► /► /► /► /► /► ZONE 1IMPACTS IN I rapip"so- [ STREAM BUFFER FLOODWAY 100 YEAR FLOODPLAIN WETLANDS GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. z CD 0 w N O O O Q a) p N Z Z N I I 2 2 Q c O 0 Z Z w m Co z ~ o wa Y LU Z Z U � w w w j0JwaQ� ♦1 d w u 0 V) 0 o wa W J Z Z L~ m O Ul w u Hzz� LL J 0 IZU}� Q<Q U U Ln _ 00 Tgsl /os/ / // TING 8'X8/I // 0 \ \ \\ 50' TOW 9F CARY / // / / LVERT I BUFFER IMPACT B-10 / 2 3 \ �( \ URBAN TRANSI / l Lsl �\ o l/ \ /C / ZONE 1 5,841 SF / . / \� �/ \. \ \ "BUFFER ZONE 2 5,319 SF os os 20' ZONE 2�---------- STREAM BUFFER STREAM IMPACT 3 01 � / / S-2 65 LF R\ M B FFF` (1,043 SF) / �v / k// /// / / TOP OF / � Q /� \ // / / � / / //•/// / \ \ BANK ROAD \/ / / / / \ \ WIDENING66 EY STING PE ESTRIAN� A FUNNEL \ / / WETLAND IMPACT / / y / \ \ \ \ W-5 _ z (0.049 AC) I i / 1= - / EXISTING LEGEND WETLANDS (rrP.) TEMP WETLAND IMPACT LEGEND IMPACT W-2 (SEE SHEET E-2) _ [ 71 STREAM BUFFER EXEMPT ZONE 1 & 2 IMPACTS PERMANENT STREAM IMPACT FLOODWAY ZONE 1 IMPACTS PERMANENT WETLAND IMPACT 100 YEAR FLOODPLAIN GRAPHIC SCALE o zo ao so _ • • _ • , WETLANDS 1 inch = 40 ft. ZONE 2 IMPACTS 0 w o HCo 0 Q Ol p N II xx�Qro 0 ILL ZZ w Co zY ~ LU Co v a Z LL Z U J LLI J O J w Q Q H d 0-LL. uON� 00 0 I CC- wa 111 J Z Zwm0 0 Lu < Hzz� LLJ 0 �U}� Q < Q U c� U G Ln Ln _ 00 o E E y r o rc °u v a ry ti r o 0 mu m u E _Z U W E m° 9 f0 s N o v a � v = i M - IMPACT LEGEND lx4o,0x0x0x0N,l • EXEMPT 1►/►/►/►/►/►/►/► rapip"so- WETLAND IMPACT' W-3 (0.148 AC) \ \ \ 0> \ - I. BUFFER IMPACT B-11 ZONE 1 5,741 SF ZONE 2 3,603 SF WETLANDS\ ( P.) \ 0`1 STREET 11C11 (PRIVATE) PERMANENT STREAM IMPACT TOP OFy —��_ --- \ - LEGEND [ ] STREAM BUFFER FLOODWAY 100 YEAR FLOODPLAIN WETLANDS \ \ FUTURE DEVELOPMENT, - - ROAD _ CROSSING #2 . STREAM IMPACT _ S-3 80 LF (597 SF) _ WETLAND IMPACT W-4 \(0.037 AC) LEXISTING ` _ WETLANDS (TYP.) �07 dl 77� 20' ZONE 2 STREAM BUFFER 30' ZONE 1 STREAM BUFFER STREET 11CIII (PRIVATE) GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. 0 w ON H 00 0 Q Ol 0 N ==�Q�o 0 Z zwmm z~ WaYZw z U �i w _joJWaQ� d dLL U0V)0 q 1 � W W J Q Z Z L 0Co u Hzz� Woo IZU}� Q < U U Ln Ln 00 o E E y r o rc ou mu m u E _ z m a ° ¢'v E ti v lu a 9 a E E g g t v o o r w v 3 s N o v � v =