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Home My WebLink About20211827 Ver 1_USACE Permit_20220302U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2019-02335 County: Wake U.S.G.S. Quad: NC-Angier GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Terramor Homes Karl Beyer Address: 7208 Falls of Neuse Road, Suite 201 Raleigh, NC 27615 Size (acres) ~82 acres Nearest Town Fuquay-Varina Nearest Waterway UT to Middle Creek River Basin Neuse USGS HUC 03020201 Coordinates Latitude:35.597670 Longitude: -78.716519 Location description: The project site is located on the east and west sides of Hilltop Road south of Howard Farm Road in Willow Springs, Wake County, North Carolina. Description of projects area and activity: This verification authorizes the permanent discharge of fill material within 0.33 acre (14,931 square feet) of wetland, the permanent discharge of fill material within 140 linear feet (0.018 acre) of stream channel, the permanent discharge of fill material within 0.01 acre of open water, the permanent discharge of fill material resulting in no loss within 27 linear feet of stream channel, the temporary discharge of material within 0.03 acre of wetlands, the temporary discharge of material and permanent conversion of 0.14 acre of forested wetlands to herbaceous wetlands, and the temporary discharge of material within 29 linear feet of stream channel. Applicable Law(s): ☒Section 404 (Clean Water Act, 33 USC 1344) ☐Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: NWP 29. Residential 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 attached Conditions, your application signed and dated 12/14/2021, and the enclosed plans Bexford Subdivision. 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 and/or regional general permit authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general 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 and/or regional general 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 and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide and/or regional general 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 George Lyle Phillips III at (919) 554-4884 X25 or George.L.Phillips@usace.army.mil. Corps Regulatory Official: _____________________________________________________Date: 3/2/2022 Expiration Date of Verification: 3/14/2026 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: Collen Cohn – NCDEQ-DWR – 3800 Barrett Drive, Raleigh, NC 27609 Ashley N. Yarsinske – Wildlands Holdings III, LLC. – 1430 South Mint Street, Suite 104, Charlotte, NC 28203 SAW-2019-02335 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-2019-02335 County: Wake Permittee: Terramor Homes, Karl Beyer Project Name: Bexford Date Verification Issued: 3/2/2022 Project Manager: George Lyle Phillips III 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: George Lyle Phillips III Raleigh Regulatory Office U.S Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 or George.L.Phillips@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 U.S. ARMY CORPS OF ENGINEERS Wilmington District Page 1 of 2 Form Version 10 June 2020_updated Compensatory Mitigation Responsibility Transfer Form Permittee: Terramor Homes, Karl Beyer Action ID: SAW‐2019‐02335 Project Name: Bexford 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 0.47 *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 0.8 Mitigation Site Debited: Falling Creek Umbrella Mitigation Banking Instrument: McClenny Acres II 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 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 CESAW-RG (File Number, SAW-2019-02335) 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: A letter from Wildlands Holdings III, LLC., confirming they are willing and able to accept the applicant’s compensatory mitigation responsibility, dated 12/13/2021 was included with the preconstruction notification. 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, NC 27587 (or by email to SAWMIT@usace.army.mil). Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office. USACE Project Manager: George Lyle Phillips III USACE Field Office: Raleigh Regulatory Office US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Email: George.L.Phillips@usace.army.mil 3/2/2022 USACE 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.mil. 0.0 VICINITY MAP SCALE: NTS 12.08.21 P190419 BEXFORD SUBDIVISONIMPACT MAP EXHIBIT P1 9 0 4 1 9 _ B E X F O R D Project #: SHEET p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date: Bateman Civil Survey Company Engineers Surveyors Planners 2524 Reliance Avenue, Apex, North Carolina 27539 Phone: 919.577.1080 Fax: 919.577.1081 NCBELS FIRM No. C-2378 SHEET INDEX SHEET NUMBER SHEET TITLE 0.0 COVER 1.0 BEXFORD OVERALL 1.1 IMPACT 1 MAP A 1.1 A CROSSING DETAIL VIEW 1.1 B CROSSING CROSS SECTION 1.2 IMPACT 2 MAP B 1.2 A CROSSING DETAIL VIEW 1.3 IMPACT 3 MAP C 1.3 A CROSSING DETAIL VIEW 1.3 B CROSSING CROSS SECTION 1.4 IMPACT 4 MAP D 1.4 A CROSSING DETAIL VIEW 1.4 B CROSSING CROSS SECTION 1.5 IMPACT 5 MAP E 1.5 A CROSSING DETAIL VIEW 1.5 B CROSSING CROSS SECTION 1.6 IMPACT 6 MAP F 1.6 A CROSSING DETAIL VIEW 1.7 IMPACT 7 MAP G 1.8 IMPACT 3 MAP H 1.9 IMPACT 5 MAP I 1.10 IMPACT 6 MAP J 1.11 BUFFER IMPACTS 1.12 BUFFER IMPACTS BEXFORD PROJECT F M F M F M F M FM FM FM FM FM S FM FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIERFIRE BARRIERFIRE BARRIERFIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIERFIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIERFIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER FIRE BARRIERFIRE BARRIER IMPACT 5 / MAP EREASON: ROADPERMANENT STREAM IMPACT: 58 LF / 314 SFPERMANENT STREAM IMPACT (NO LOSS): 12 LF / 50 SFTEMPORARY STREAM IMPACT: 5 LF / 34 SF 30' ZONE 1 20' ZONE 2 30' ZONE 1 20' ZO N E 2 20' ZONE 2 30' ZONE 1 W W W W W W W N/F JC ROWLAND FARMS LLC.PIN: 0687-41-5886ACREAGE: 37.77 AC.DB 07-E PG 2588ZONING : RMDLAND CLASS: AGRICULTURE X X N/F FISH, MARTHAPIN: 0687-33-0737ACREAGE: 18.28 AC.DB 9842 PG 1182ZONING: RMDLAND CLASS: AGRICULTURE N/F FISH, VICTORPIN: 0687-43-0130ACREAGE: 2.0 AC.DB 16906 PG 2687ZONING: RMDLAND CLASS: RES < 10 AC. N/F YEARGAN, JULIAPIN: 0687-43-1985ACREAGE: 32.71 AC.DB 9842 PG 1185ZONING: RMDLAND CLASS: SINGLEFAM N/F HOWARD, DANNY & RAY TRUSTEEPIN: 0687-43-7513ACREAGE: 0.95 AC.DB 13824 PG 156ZONING : RMDLAND CLASS: SINGLFAM N/F HOWARD, DANNY & RAY TRUSTEEPIN: 0687-53-1573ACREAGE: 10.01 AC.DB 13824 PG 156ZONING : RMDLAND CLASS: AGRICULTURE N/F HOWARD, DANNY& RAY TRUSTEEPIN: 0687-65-2613ACREAGE: 242.04 AC.DB 13824 PG 156ZONING : RMDLAND CLASS: SINGLEFAM N/F STRICKLAND, DAVID & DINAPIN: 0687-62-4426ACREAGE: 12.58 AC.DB 15750 PG 1294ZONING : RMULAND CLASS: AGRICULTURE N/F THE PENTECOSTALS OF FUQUAYPIN: 0687-51-7737ACREAGE: 8.89 AC.DB 16137 PG 2779ZONING : RMDLAND CLASS: EXEMPT N/F JC ROWLAND FARMS LLC.PIN: 0687-41-5886ACREAGE: 37.77 AC.DB 07-E PG 2588ZONING : RMDLAND CLASS: AGRICULTURE N/F CURRIN, JOE & KIMBROUGH, KATIEPIN: 0687-21-0945ACREAGE: 18.99 AC.DB 99-E PG 1802ZONING : RMDLAND CLASS: AGRICULTURE HOWARD FARM ROAD(30' ACCESS EASEMENT) CMP:INV 334.65 CMPINV 334.89 42" C M P 39.6 8 ' @ 0 . 6 0 % C C C C C C FO FO F O F O F O F O F O F O X X N/F KENNEBEC MEADOWS HOAPIN: 0687-23-3160ACREAGE: 11.26 AC.DB 18467, PG 2038ZONING: RLDLAND CLASS: VACANT N/F SHIRKMAN, JAMES & LAYLAPIN: 0687-22-5548ACREAGE: 1.01 AC.DB 18353 PG 2058ZONING: RLDLAND CLASS: RES. < 10 AC. N/F DISANTO, KRISTIN; LUCAS, ERIN &HOWLE, WILLIAMPIN: 0687-22-5254ACREAGE: 0.57AC.DB 18339 PG 340ZONING: RLDLAND CLASS: RES. < 10 AC. BECKEL ROAD(50' PUBLIC R/W)B.M. 2019, PG. 1970-1972 OH E T EX. JURISDICTIONALWETLANDS EX. POND EX. JURISDICTIONAL WETLANDS EX. JURISDICTIONAL WETLANDS EX. POND EX. POND EX. POND EX. JURISDICTIONALWETLANDS EX. JURISDICTIONALWETLANDS EX. JURISDICTIONALWETLANDS EX. JURISDICTIONALWETLANDS EX. JURISDICTIONALWETLANDS 30' ZONE 1 20' ZONE 2 50' NRB 30' ZONE 1 20' ZONE 2 50' NRB 30' ZONE1 20' ZONE 2 50' NRB 30' ZONE1 20' ZONE 250' NRB 30' ZONE1 20' ZONE 2 50' NRB 50' NRB 20' ZONE 2 30' ZONE 1 50' NRB 20' ZONE 2 30' ZONE 1 EX. 8" C900 C C C C O H E INV. 407.31' 15" R C P PIPE END NOT FOUND MB IMPACT 3 / MAP CREASON: ROADPERMANENT WETLAND IMPACT: 0.13 AC./ 5,864 SFTEMPORARY WETLAND IMPACT: 0.01 AC./ 213 SFPERMANENT STREAM IMPACT: 82 LF/ 483 SFPERMANENT STREAM IMPACT (NO LOSS): 15 LF/ 87 SFTEMPORARY STREAM IMPACT: 4 LF/ 24 SF 20' ZONE 2 30' ZONE 1 RIP RAP TO BE KEYED INTOEXISTING GRADE VWSE RETAINING WALL 7 14 4 7 5 4 6 6 6 10 2 2 3 1 2 1 4 SCM #1 SCM #2 SCM #3 SCM #4 SCM #5 SCM #6 2 SCM #7 1 1 FUTURE AMENITY AREA PSCMAME 6' STE 6' STE 6' STE 6' STE 6' STE 6' STE 6' STE 6' STE 6' STE 6' STE MAIL KIOSK 6' STE 6' STE 6' STE MAIL KIOSK 4 6' STE 6' STE 6' STE 6' STE. 6' STE 6' STE 6' STE. 6' STE. 6' STE 6' STE 6' STE 10'x60' TCE 10'x140' TCE 10'x60' TCE 10'x140' TCE 25' TYPE 'B' PB 15'DEE VWSE VWSE PSE CIP CONCRETEHEADWALL CIP CONCRETEHEADWALL RETAINING WALL 25' TYPE 'B' PB 25' TYPE 'B' PB RETAINING WALL VWSE VWSE VWSE VWSE PME PME PME PME PME PME VWSE PME 25' TYPE 'C' TB 15'DEE 25' TYPE 'C' TB 15' UE25' TYPE 'B' PB 25' TYPE 'B' PB RETAINING WALL RETAINING WALL RETAINING WALL PSCMAME RETAINING WALL VWSE VWSE VWSE VWSE VWSE 25' TYPE 'B' PB 25' TYPE 'B' PB PSCMAME PSCMAME RETAINING WALL RETAINING WALL RETAINING WALL CIP CONCRETEHEADWALL CIP CONCRETEHEADWALL RETAINING WALL PSCMAME PSCMAME RETAINING WALL 25' TYPE 'B' PB 25' TYPE 'B' PB 25' TYPE 'B' PB 25' TYPE 'B' PB RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL PSCMAME PSCMAME CIP CONCRETEHEADWALL CIP CONCRETEHEADWALL RETAINING WALL 25' TYPE 'C' TB 25' TYPE 'C' TB 25' TYPE 'B' PB25' TYPE 'B' PB TCE RETAINING WALL VWSE 30' PSE 20' PSE 30' PSE 20' PSE 20' PSE 46' PSE 20'PSCMAME 20'PSCMAME 20' PSE 20' PSE 20' PSE 20' PSE 20' PSE 20' PSE 20' PSE 20' PSE 20' PSE 20' PSE 20' PSE 20' PSE 20' PSE 20'PSCMAME 20' PSE 20' PSE 20' PSE 20' PSE 30' PSE 30' PSE 30'PSCMAME 34' PSE 34' PSE 30'PSCMAME 20' PSE 20' PSE 20' PSE 20' PSE 20' PSE VWSE 40' FVSE 40' FVSE 30' PUBLICSEWER ESMT. 30' FVSE 10' ASPHALTGREENWAY 61' E-E TCE TCE 25' TYPE 'B' PB 25' TYPE 'B' PB 25' TYPE 'B' PB 25' TYPE 'B' PB 25' TYPE 'B' PB 25' TYPE 'C' TB VWSE 15'DEE 25' TYPE 'C' TB 40'PSCMAME 20' PSE 20' PSE 20' PSE 20' PSE 40' FVSE 15'DEE PSCMAME 25' TYPE 'C' TB 10' GRADING EASEMENT10' GRADING EASEMENT5' ROW DEDICATION 5' ROW DEDICATION VWSE VWSE 20' PSE 20' PSE VWSE 30' SAE 30' SAE 30' SAE 30' SAE 20' PSE 20' PSE CIP CONCRETEHEADWALL 6' STE 6' STE 6' STE 6' STE 6' STE 25' TYPE 'B' PB 25' TYPE 'B' PB 25' TYPE 'B' PB 25' TYPE 'B' PB 10' PSE 20' PSE 30' PSE 20' PSE 20' PSE 45' PSE 45' PSE 20' PSE 20' PSE 20' PSE 20' PSE 30' PUBLICSEWER ESMT. 30' FVSE 30' FVSE 20' FVSE 20' FVSE 53' PUBLIC SEWER ESMT.(FOR FUTURE GRAVITYOUTFALL) 10' TYPE 'A'BUFFER 50' TYPE 'A'BUFFER 10' TYPE 'A'BUFFER 50' TYPE 'A'BUFFER IMPACT 3 / MAP HREASON: ROADZONE 1 BUFFER IMPACT: 0.14 AC./ 6,293 SFZONE 2 BUFFER IMPACT: 0.10 AC./ 4,230 SF IMPACT 5 / MAP IREASON: ROADZONE 1 BUFFER IMPACT: 0.11 AC./ 4,608 SFZONE 2 BUFFER IMPACT: 0.06 AC./ 2,776 SF IMPACT 7 / MAP GREASON: POND BREACHZONE 1 BUFFER IMPACT: 0.03 AC./ 1,150 SFZONE 2 BUFFER IMPACT: 0.003 AC./ 127 SFOPEN WATER IMPACT :0.01 AC. / 277 SF IMPACT 8 / MAP KREASON: ZONE 2ZONE 2 BUFFER IMPACT: 0.01 AC./ 607 SF IMPACT 9 / MAP LREASON: ZONE 2ZONE 2 BUFFER IMPACT: 0.17 AC./ 7,415 SF IMPACT 10 / MAP MREASON: ZONE 2ZONE 2 BUFFER IMPACT: 0.05 AC./ 2,386 SF IMPACT 11 / MAP NREASON: ZONE 2ZONE 2 BUFFER IMPACT: 0.03 AC./ 1,181 SF IMPACT 12 / MAP OREASON: ZONE 2ZONE 2 BUFFER IMPACT: 0.01 AC./ 410 SF IMPACT 6 / MAP JREASON: SEWERZONE 1 BUFFER IMPACT: 0.03 AC./ 1,438 SFZONE 2 BUFFER IMPACT: 0.02 AC./ 1,013 SF IMPACT 6 / MAP FREASON: SEWER USING OPEN CUTTEMPORARY STREAM IMPACT: 20 LF/ 155 SFTEMPORARY WETLAND IMPACT: 0.09 AC./ 4,137 SF 1.0 Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET IMPACT 1 IMPACT 6 IMPACT 5 IMPACT 4 IMPACT 3 IMPACT 2 IMPACT 7 NOTE: CONTRACTOR TO ENSURE GRADING AND SILT FENCE IS 2' OFF WETLAND LINE FM FM FM FM FM FM FM FM FIRE BARRIER FIRE BARRIER S S S S S S S S 30" RCP 30" RC P 3 0 " C M P 3 0 " C M P 30' ZONE 1 BUFFER 20' ZONE 2 BUFFER EX. JURISDICTIONAL SCM #1 6' STE 6' STE BECKEL ROA D BECKE L R O A D CIP CONCRETE HEADWALL CIP CONCRETE HEADWALL 46' PSE 20' PSCMAME 20' PSE 20' PSE IMPACT 1 / MAP A REASON: ROAD PERMANENT WETLAND IMPACT: 0.11 AC./ 4,978 SF TEMPORARY WETLAND IMPACT: 0.02 AC./ 898 SF 1.1 Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET SCALE 1"=50' 100'50'0 N IMPACT LEGEND: STREAM IMPACT AREA (PERMANENT) STREAM IMPACT AREA (PERMANENT NO LOSS) STREAM IMPACT AREA (TEMPORARY) WETLAND IMPACT AREA (PERMANENT) WETLAND IMPACT AREA (TEMPORARY) ZONE 1 IMPACT AREA ZONE 2 IMPACT AREA IMPACT #1 / MAP A 1.1 A Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET IMPACT 1 / MAP A PROFILE SHEET 1.1 365 370 375 380 365 370 375 380 -0+200+00 0+50 0+70 365 370 375 380 365 370 375 380 -0+200+00 0+50 0+88 1.1 B Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET IMPACT 1 / MAP A PROFILE SECTION SHEET 1.1 1"=40' HORZ.1"=4' VERT. HEADWALL PROFILE- INLET HEADWALL PROFILE- OUTLET FM FM FM FM FM FM FM FM SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS IMPACT 2 / MAP B REASON: SEWER TEMPORARY WETLAND IMPACT: 0.05 AC./ 2,143 SF N/F FISH, VICTOR PIN: 0687-43-0130 ACREAGE: 2.0 AC. DB 16906 PG 2687 ZONING: RMD LAND CLASS: RES < 10 AC. EX. JURISDICTIONAL WETLANDS PERMANENT STREAM IMPACT (NO LOSS): 15 LF/ 87 SF MH54 MH52MH60A MH49 MH55 6' STE SP A R K L I N G P E A R D R . PSCMAME 25' TYPE 'B' PB TCE 20' PSE 40' FVSE 20' PSE 30' PUBLIC SEWER ESMT. 30' FVSE 30' FVSE 1.2 Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET SCALE 1"=50' 100'50'0 N IMPACT LEGEND: STREAM IMPACT AREA (PERMANENT) STREAM IMPACT AREA (PERMANENT NO LOSS) STREAM IMPACT AREA (TEMPORARY) WETLAND IMPACT AREA (PERMANENT) WETLAND IMPACT AREA (TEMPORARY) ZONE 1 IMPACT AREA ZONE 2 IMPACT AREA IMPACT #2 / MAP B IMPACT 2 SEWER CONSTRUCTION SEWER TO BE CONSTRUCTED USING OPEN CUT/TRENCH. EASEMENT AREA TO BE MAINTAINED AS HERBACEOUS VEGETATION. AREA TO BE IMMEDIATELY REVEGETATED WITH A WETLAND SEED MIX. 1.2 A Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET IMPACT 2 / MAP B SHEET 1.2 1"=40' HORZ.1"=4' VERT. SO4 FM FM FM FM FM FM F M F M F M FM FM FM F M SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S SS SSSS SS SSSS EX. JURISDICTIONAL WETLANDS 30' ZONE 1 20' ZONE 2 50' NRB 30' ZONE 1 20' ZONE 2 50' NRB IMPACT 3 / MAP C REASON: ROAD PERMANENT WETLAND IMPACT: 0.13 AC./ 5,864 SF TEMPORARY WETLAND IMPACT: 0.01 AC./ 213 SF PERMANENT STREAM IMPACT: 82 LF/ 483 SF PERMANENT STREAM IMPACT (NO LOSS): 15 LF/ 87 SF TEMPORARY STREAM IMPACT: 4 LF/ 24 SF 20' ZONE 2 BUFFER 30' ZONE 1 BUFFER MH41 MH42 MH43 MH44 MH48 RIP RAP TO BE KEYED INTO EXISTING GRADE SCM #7 R E D C R I M S O N D R . RED C R I M S O N D R . RETAINING WALL RETAINING WALL PSCMAME PSCMAME CIP CONCRETE HEADWALL CIP CONCRETE HEADWALL 45' PSE 45' PSE 30' FVSE 1.3 Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET SCALE 1"=50' 100'50'0 N IMPACT LEGEND: STREAM IMPACT AREA (PERMANENT) STREAM IMPACT AREA (PERMANENT NO LOSS) STREAM IMPACT AREA (TEMPORARY) WETLAND IMPACT AREA (PERMANENT) WETLAND IMPACT AREA (TEMPORARY) ZONE 1 IMPACT AREA ZONE 2 IMPACT AREA IMPACT #3 / MAP C ROAD ALIGNMENT JUSTIFICATION ALTERNATE ALIGNMENTS WERE COMPLETED RESULTING IN ADDITIONAL IMPACTS TO STREAMS AND WETLANDS THAN WHAT IS SHOWN. CONSTRAINTS WITH HORIZONTAL CURVE CRITERIA, SKEWED ANGLE BETWEEN ENVIRONMENTAL AREAS AND NORTH PROPERTY LINE RESULT IN A SKEWED ALIGNMENT THROUGH WETLAND AREAS AND A NON-PERPENDICULAR STREAM CROSSING. 1.3 A Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET IMPACT 3 / MAP C PROFILE SHEET 1.3 340 345 350 355 340 345 350 355 -0+200+00 0+34 340 345 350 355 340 345 350 355 -0+200+00 0+37 1.3 B Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET IMPACT 3 / MAP C PROFILE SECTION SHEET 1.3 1"=40' HORZ.1"=4' VERT. HEADWALL PROFILE- INLET HEADWALL PROFILE- OUTLET CG3 SO7 FIRE B A R R I E R FIRE B A R R I E R FIRE B A R R I E R FIRE B A R R I E R FIRE B A R R I E R FIRE B A R R I E R SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SS SS SS SS SS SS SS SS SSSSSSSS SSSSSSSS S S S S S S S S IMPACT 4 / MAP D REASON: ROAD PERMANENT WETLAND IMPACT: 0.09 AC./ 4,089 SF PERMANENT STREAM IMPACT: 58 LF / 314 SF PERMANENT STREAM IMPACT (NO LOSS): 12 LF / 50 SF TEMPORARY STREAM IMPACT: 5 LF / 34 SF 20' Z O N E 2 MH15 MH16 MH35 MH34 MH36 6' STE 6' STE. GO L D B A R T L E T T D R . RED BLUSH W A Y RED BLUSH W A Y S W E E T A N J O U S T 10'x60' TCE 25' TYPE 'B' PB PSCMAME RETAINING WALL 20' PSE 30' PSE 30' PSE 30' PSCMAME 30' PUBLIC SEWER ESMT. VWSE CIP CONCRETE HEADWALL ZONE 1 BUFFER IMPACT: 0.11 AC./ 4,608 SF ZONE 2 BUFFER IMPACT: 0.06 AC./ 2,776 SF 1.4 Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET SCALE 1"=50' 100'50'0 N IMPACT LEGEND: STREAM IMPACT AREA (PERMANENT) STREAM IMPACT AREA (PERMANENT NO LOSS) STREAM IMPACT AREA (TEMPORARY) WETLAND IMPACT AREA (PERMANENT) WETLAND IMPACT AREA (TEMPORARY) ZONE 1 IMPACT AREA ZONE 2 IMPACT AREA IMPACT #4 / MAP D 1.4 A Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET IMPACT 4 / MAP D PROFILE SHEET 1.4 SO8 FIRE BA R R I E R FIRE B A R R I E R FIRE B A R R I E R FIRE B A R R I E R FIR E B A R R I E R FIR E B A R R I E R FIRE BARRIER FIRE BARRIER SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS IMPACT 5 / MAP E REASON: ROAD PERMANENT STREAM IMPACT: 58 LF / 314 SF PERMANENT STREAM IMPACT (NO LOSS): 12 LF / 50 SF TEMPORARY STREAM IMPACT: 5 LF / 34 SF 50' NRB MH34 MH33 MH32 SCM #5 6' STE. RED BLUSH W A Y RED B L U S H W A Y RETAINING WALL RETAINING WALL CIP CONCRETE HEADWALL CIP CONCRETE HEADWALL 25' TYPE 'B' PB 30' PSCMAME 34' PSE 34' PSE 1.5 Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET SCALE 1"=50' 100'50'0 N IMPACT LEGEND: STREAM IMPACT AREA (PERMANENT) STREAM IMPACT AREA (PERMANENT NO LOSS) STREAM IMPACT AREA (TEMPORARY) WETLAND IMPACT AREA (PERMANENT) WETLAND IMPACT AREA (TEMPORARY) ZONE 1 IMPACT AREA ZONE 2 IMPACT AREA IMPACT #5 / MAP E 1.5 A Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET IMPACT 5 / MAP E PROFILE SHEET 1.5 345 350 355 360 345 350 355 360 -0+200+00 0+31 345 350 355 345 350 355 -0+200+00 0+25 1.5 B Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET IMPACT 5 / MAP E PROFILE SECTION SHEET 1.5 1"=40' HORZ.1"=4' VERT. HEADWALL PROFILE- INLET HEADWALL PROFILE- OUTLET SO1 SO1 FIRE BA R R I E R FIRE BA R R I E R FIRE BARRIE R FIRE B A R R I E R FIRE BARRIE R FIRE BARRIER FIRE B A R R I E R FIRE BARRIER SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS EX. JURISDICTIONAL WETLANDS 30' ZONE 20' ZONE 2 MH28 MH29 SCM #4 6' STE PSCMAME RETAINING WALL PSCMAME 30' PSCMAME 30' FVSE 20' FVSE IMPACT 6 / MAP F REASON: SEWER USING OPEN CUT TEMPORARY STREAM IMPACT: 20 LF/ 155 SF TEMPORARY WETLAND IMPACT: 0.09 AC./ 4,137 SF 1.6 Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET SCALE 1"=50' 100'50'0 N IMPACT LEGEND: STREAM IMPACT AREA (PERMANENT) STREAM IMPACT AREA (PERMANENT NO LOSS) STREAM IMPACT AREA (TEMPORARY) WETLAND IMPACT AREA (PERMANENT) WETLAND IMPACT AREA (TEMPORARY) ZONE 1 IMPACT AREA ZONE 2 IMPACT AREA IMPACT #6 / MAP F IMPACT 6 SEWER CONSTRUCTION SEWER TO BE CONSTRUCTED USING OPEN CUT/TRENCH. EASEMENT AREA TO BE MAINTAINED AS HERBACEOUS VEGETATION. AREA TO BE IMMEDIATELY REVEGETATED WITH A WETLAND SEED MIX. 1.6 A Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET IMPACT 6 / MAP F SHEET 1.6 1"=40' HORZ.1"=4' VERT. CG4 SSSSSSSS S S S S S S S S S S S S S S S S 30' ZONE 1 20' ZONE 2 EX. POND 30' ZONE 1 SSSSSSSS 25' TYPE 'B' PB 20' FVSE 53' PUBLIC SEWER ESMT. (FOR FUTURE GRAVITY OUTFALL) 10' TYPE 'A' BUFFER 50' TYPE 'A' BUFFER 10' TYPE 'A' BUFFER 50' TYPE 'A' BUFFER IMPACT 7 / MAP G REASON: POND BREACH ZONE 1 BUFFER IMPACT: 0.03 AC./ 1,150 SF ZONE 2 BUFFER IMPACT: 0.003 AC./ 127 SF OPEN WATER IMPACT :0.01 AC. / 277 SF 1.7 Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET SCALE 1"=50' 100'50'0 N IMPACT LEGEND: STREAM IMPACT AREA (PERMANENT) STREAM IMPACT AREA (PERMANENT NO LOSS) STREAM IMPACT AREA (TEMPORARY) WETLAND IMPACT AREA (PERMANENT) WETLAND IMPACT AREA (TEMPORARY) ZONE 1 IMPACT AREA ZONE 2 IMPACT AREA IMPACT #7 / MAP G SO4 FM FM FM FM FM FM F M F M F M FM FM FM F M SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSS SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S SS SSSS SS SSSS EX. JURISDICTIONAL WETLANDS 30' ZONE 1 20' ZONE 2 50' NRB 30' ZONE 1 20' ZONE 2 50' NRB 20' ZONE 2 BUFFER 30' ZONE 1 BUFFER MH41 MH42 MH43 MH44 MH48 SCM #7 R E D C R I M S O N D R . RED C R I M S O N D R . RETAINING WALL RETAINING WALL PSCMAME PSCMAME CIP CONCRETE HEADWALL CIP CONCRETE HEADWALL 45' PSE 45' PSE 30' FVSE IMPACT 3 / MAP H REASON: ROAD ZONE 1 BUFFER IMPACT: 0.14 AC./ 6,293 SF ZONE 2 BUFFER IMPACT: 0.10 AC./ 4,230 SF 1.8 Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET SCALE 1"=50' 100'50'0 N IMPACT LEGEND: STREAM IMPACT AREA (PERMANENT) STREAM IMPACT AREA (PERMANENT NO LOSS) STREAM IMPACT AREA (TEMPORARY) WETLAND IMPACT AREA (PERMANENT) WETLAND IMPACT AREA (TEMPORARY) ZONE 1 IMPACT AREA ZONE 2 IMPACT AREA IMPACT #3 / MAP H FIRE BA R R I E R FIRE B A R R I E R FIRE B A R R I E R FIRE B A R R I E R FIR E B A R R I E R FIR E B A R R I E R FIRE BARRIER FIRE BARRIER SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 30' ZON E 1 20' Z O N E 2 50' NRB MH34 MH33 MH32 SCM #5 6' STE. RED BLUSH W A Y RED B L U S H W A Y RETAINING WALL RETAINING WALL CIP CONCRETE HEADWALL CIP CONCRETE HEADWALL 25' TYPE 'B' PB 30' PSCMAME 34' PSE 34' PSE IMPACT 5 / MAP I REASON: ROAD ZONE 1 BUFFER IMPACT: 0.11 AC./ 4,608 SF ZONE 2 BUFFER IMPACT: 0.06 AC./ 2,776 SF 1.9 Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET SCALE 1"=50' 100'50'0 N IMPACT LEGEND: STREAM IMPACT AREA (PERMANENT) STREAM IMPACT AREA (PERMANENT NO LOSS) STREAM IMPACT AREA (TEMPORARY) WETLAND IMPACT AREA (PERMANENT) WETLAND IMPACT AREA (TEMPORARY) ZONE 1 IMPACT AREA ZONE 2 IMPACT AREA IMPACT #5 / MAP I SO1 SO1 FIRE BA R R I E R FIRE BA R R I E R FIRE BARRIE R FIRE B A R R I E R FIRE BARRIE R FIRE BARRIER FIRE B A R R I E R FIRE BARRIER SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS 20' ZONE 2 30' ZONE 1 EX. JURISDICTIONAL WETLANDS 30' ZONE 20' ZONE 2 MH28 MH29 SCM #4 6' STE PSCMAME RETAINING WALL PSCMAME 30' PSCMAME 30' FVSE 20' FVSE IMPACT 6 / MAP J REASON: SEWER ZONE 1 BUFFER IMPACT: 0.03 AC./ 1,438 SF ZONE 2 BUFFER IMPACT: 0.02 AC./ 1,013 SF 1.10 Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET SCALE 1"=50' 100'50'0 N IMPACT LEGEND: STREAM IMPACT AREA (PERMANENT) STREAM IMPACT AREA (PERMANENT NO LOSS) STREAM IMPACT AREA (TEMPORARY) WETLAND IMPACT AREA (PERMANENT) WETLAND IMPACT AREA (TEMPORARY) ZONE 1 IMPACT AREA ZONE 2 IMPACT AREA IMPACT #6 / MAP J 20' ZONE 2 30' ZONE 1 IMPACT 8 / MAP K REASON: ZONE 2 ZONE 2 BUFFER IMPACT: 0.01 AC./ 607 SF FIRE BARRIER FIRE BARRIER FIRE BARRIER FIRE BARRIER FIRE BARRIER FIRE BARRIER FIRE BARRIER FIRE BARRIER 30' ZONE 1 20' ZONE 2 50' NRB RETAINING WALL P A C K H A M D R . IMPACT 9 / MAP L REASON: ZONE 2 ZONE 2 BUFFER IMPACT: 0.17 AC./ 7,415 SF 1.11 Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET SCALE 1"=50' 100'50'0 N IMPACT LEGEND: STREAM IMPACT AREA (PERMANENT) STREAM IMPACT AREA (PERMANENT NO LOSS) STREAM IMPACT AREA (TEMPORARY) WETLAND IMPACT AREA (PERMANENT) WETLAND IMPACT AREA (TEMPORARY) ZONE 1 IMPACT AREA ZONE 2 IMPACT AREA IMPACT #8 / MAP K IMPACT #9 / MAP L ZONE 2 BUFFER IMPACT TO GRADE IN SCM FOR POSITIVE DRAINAGE ZONE 2 BUFFER IMPACT TO GRADE IN SCM FOR POSITIVE DRAINAGE SS SS SS SS SS SS SS SS SS SS SS SS EX. POND 30' ZONE 1 20' ZONE 2 50' NRB 20' PSCMAME IMPACT 10 / MAP M REASON: ZONE 2 ZONE 2 BUFFER IMPACT: 0.05 AC./ 2,386 SF EX. JURISDICTIONAL WETLANDS 30' ZONE 1 20' ZONE 2 50' NRB 20' ZONE 2 BUFFER 30' ZONE 1 BUFFER RETAINING WALL RETAINING WALL PSCMAME CIP CONCRETE HEADWALL IMPACT 11 / MAP N REASON: ZONE 2 ZONE 2 BUFFER IMPACT: 0.03 AC./ 1,181 SF 50' NRB 20' ZONE 2 30' ZONE 1 SCM #6 RETAINING WALL IMPACT 12 / MAP O REASON: ZONE 2 ZONE 2 BUFFER IMPACT: 0.01 AC./ 410 SF 1.12 Project #: Project Engineer: p: \ 2 0 1 9 p r o j e c t s \ 1 9 0 4 1 9 h i l l t o p ( t e r r a m o r ) \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 1 9 0 4 1 9 _ I m p a c t M a p . d w g Date:12.08.21 BE X F O R D S U B D I V I S I O N P190419 64 9 0 H I L L T O P R O A D FU Q U A Y - V A R I N A , N C SSL WA K E C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET SCALE 1"=50' 100'50'0 N IMPACT LEGEND: STREAM IMPACT AREA (PERMANENT) STREAM IMPACT AREA (PERMANENT NO LOSS) STREAM IMPACT AREA (TEMPORARY) WETLAND IMPACT AREA (PERMANENT) WETLAND IMPACT AREA (TEMPORARY) ZONE 1 IMPACT AREA ZONE 2 IMPACT AREA IMPACT #10 / MAP M IMPACT #11 / MAP N IMPACT #12 / MAP OZONE 2 BUFFER IMPACT FROM FILL SLOPE GRADING FROM ROADWAY ZONE 2 BUFFER IMPACT TO GRADE IN SCM FOR POSITIVE DRAINAGE ZONE 2 BUFFER IMPACT TO GRADE IN SCM FOR POSITIVE DRAINAGE