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Home My WebLink AboutSAW-2021-01320--NWP 29 Verification.pdf U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2021-01320 County:Wake U.S.G.S. Quad:NC-Fuguay-Varina GENERAL PERMIT (REGIONAL AND NATIONWIDE)VERIFICATION Permittee: Lennar Carolinas,LLC. Tucker Ennis Address: 1100 Perimeter Park Drive,Suite 112 Morrisville,North Carolina 27560 Size(acres) —104 acres Nearest Town Angier Nearest Waterway Neills Creek(Neals Creek) River Basin Cape Fear USGS HUC 03030004 Coordinates Latitude:35.537688 Longitude:-78.761988 Location description: The proiect site is north of Rawls Church Road,south of Virigina Creeper Lane,east of Kenridge Lane and west of Oakcliff Lane in Angier,in Wake and Harnett Counties,North Carolina. Description of projects area and activity: This verification authorizes the permanent discharge of fill material within 0.045 acre (216 linear feet)of stream bed,the permanent discharge of fill material resulting in no loss of waters within 43 linear feet of stream bed,the temporary discharge of fill material within 48 linear feet of stream bed,the permanent discharge of fill material within 0.453 acre of wetlands,the temporary discharge of fill or dredged material within 0.41 acre of wetlands(0.346 acres of which are considered conversion of forested wetlands to herbaceous wetlands). 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 9/21/2022, the additional information 11/21/2022 and the enclosed plans. 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)588-9200 or George.L.Phillipsna usace.army.mil. Corps Regulatory Official: CJEOi^'9&-/J 60-Fkw�k lit Date: 01/19/2023 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/Pp=13 6:4:0 Copy furnished: Zach Thomas/NCDEQ-DWR/3800 Barrett Drive,Raleigh,North Carolina 27609 Kelly Williams/NCDEQ-DWS/217 West Jones Street,Raleigh,North Carolina 27699 Kimberly Isenhour/USACE/3331 Heritage Trade Drive, Suite 105,Wake Forest,North Carolina 27587 SAW-2021-01320 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-2021-01320 County: Wake Permittee: Lennar Carolinas, LLC., Tucker Ennis Project Name: Sherri Downs Angier Date Verification Issued: 01/19/2023 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 Compensatory Mitigation Responsibility Transfer Form Permittee: Lennar Carolinas, LLC.,Tucker Ennis Action ID: SAW-2021-01320 Project Name:Sherri Downs Angier 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:03030004, Cape Fear River Basin Stream Impacts(linear feet) Wetland Impacts(acres) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal 216 0.799 *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:03030004, Cape Fear River Basin Stream Mitigation (credits) Wetland Mitigation (credits) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal 432 1.252 Mitigation Site Debited: NCDMS (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 Sponsorfails 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 Pagel of 2 Form Version 10 June 2020 updated CESAW-RG (File Number, SAW-2021-01320) 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 NCDMS,confirming they are willing and able to accept the applicant's compensatory mitigation responsibility,dated 10/14/2022 was included with the preconstruction notification. STREAM/WETLAND LOSS/CONVERSION RATIO CREDITS 216(STREAM LOSS) 2:1 432 0.453(WETLAND LOSS) 2:1 0.906 0.346(WETLAND CONVERSION) 1:1 0.346 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 .9e-✓ ��((( 01/19/2023 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.mi1. 0 0 �o � E E UE C ~ t 3 v 3 2 W ry Q�LL OJ SHERRI DOWNS �w X v m Z J U ENVIRONMENTAL IMPACTS �� E0 0 o a M � HARNETT COUNTY AND WAKE COUNTY, NORTH CAROLINA a � w 0 o IN/A CREE - Sheet List Table w Sheet Number Sheet Title o 0 CWI-0.0 COVER DATE 1110912022 CWI-1.0 EXISTING CONDITIONS DRAWN BY 33, CWI-2.0 ENVIRONMENTAL IMPACTS OVERALL DESIGNED BY y�RNFT��NT1� \ 31 CWI-2.01 ENVIRONMENTAL IMPACT TABLES �� 1 • CHECK- ED 8Y ��NTY CWI-2.1 ENVIRONMENTAL IMPACT 1 : • M�Z SCALE G L DRIVE CWI-2.2 ENVIRONMENTAL IMPACT 2 : ASSHOWN CWI-2.3 ENVIRONMENTAL IMPACT 3 •� CWI-2.4 ENVIRONMENTAL IMPACT 4 CWI-2.5 ENVIRONMENTAL IMPACT 5 ' R.4 LS C U CHRD CWI-2.6 ENVIRONMENTAL IMPACT 6 - N i CWI-2.7 ENVIRONMENTAL IMPACTS 7, 8, & 9 \ QLn o N z s > 1 t CL IL ozo a � Z VICINITY MAP L 0 U w 0 w1000' °C -_a SITE DATA SITE U 0 J � k Oo TOTAL TRACT AREA: 104.5 AC z Q v TOTAL TRACT WETLANDS: 27.1 AC �p W TOTAL TRACT STREAMS: 6,660 LF Q = a PROPOSED TRACT IMPERVIOUS AREA: 24.87 AC (23.8%) _ V7 = E TOTAL NUMBER OF LOTS: 230 HARNETT U a n COUNTY O° GENERAL NOTESo. v M 1. BOUNDARY TAKEN FROM SURVEY BY TIMMONS GROUP DATED APRIL 6, 2022. 2. TOPOGRAPHIC INFORMATION TAKEN FROM TIMMONS GROUP SURVEY DATED JUNE 16, 2022.o - 3. THE SUBJECT PROPERTY IS LOCATED WITHIN A FEMA FLOOD HAZARD ZONE IN ACCORDANCE WITH FIRM MAP#3720296200J EFFECTIVE DATE 04/16/2007. Ea 4. WETLAND AND STREAM DATA FROM DELINEATION COMPLETED BY SAGE ECOLOGICAL SERVICES ON MARCH 11, 2022 I °aN _ N N N 52239 -- SHEET NO. _ M w Cwl-�.� -E E �o W w U E W W Z W ~ t 3 W W < W W W O W W Q v 3 .yW.yW.yW O WWW M K ry WWWWWWWW O WW / Q LL N� WWWWWWWWWWW WW a 2 v m WWWWWWWWWWW WW W PROJECT BOUNDARY W W W W W O W X W W W W W W Q ar m LL Z W W W Wffff W .N. _ C a K W W W W ® W W W W W W W W W W W W W W W W W W W W W W W W cp oq In W W W W •}• W W W W W W W W W W W W W W W W W W W W W W W W W W W W Z W W W WUW W W W W W W W W W W W W W W W N� O • W W W W W W W W W W W W W W W W W W W • W W W O W W W W W W W W W F w • W W W W W W W .W.yWy.Wy.W W EXISTING WETLANDS W W W W W W W W W W O10 W W W W W W W W W W W W W W W W W W W W W W W W O W W W W W W W W W W W W O W W W W W W W W W o W W W W W W W W W W L W W W W W W W W W W > W W O W V W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W O W W W W W W W W Z O W W W W W W W W W W W W O W W W W O W W W W W W W W L W W W W W W W W W W W W DATE W W W W W W W W W W L W W W W W W W W W W W W 010 1110912022 W W W W W W W W W W W W W WWWWWWWWWWWW WW WWWWWWWW W WETLAND & STREAM IMPACT LEGEND: DRAWN BY W W W W W W W W W W W W W 331 W W W W W W • W W W W W W W W W W W W W W PERMANENT WETLANDS IMPACT • DESIGNED BY WWWWWWWW O WWW WW W Y W W 331 O W W W W W W W W W WWWWWW o WW WWWWW W TEMPORARY WETLAND IMPACT WWWWW o STREAM 'i' 'i' 'i' 'Y W CHECKED BY W W W W W � • MVZ WWWWWW O CENTERLINE WW WWWWWWWWW ° ° ° PERMANENT STREAM IMPACT SCALE W W W W W W W W W °O°O°O W W W W W W W W W W W S INTERLINE W W W W W W W W W W \ AS SHOWN WWWWWWW WWWWW WWW WWWWWWW o TEMPORARY STREAM IMPACT u, VWWWW O W W WW WWWWW � \ W WWW O WWWW WWWWWWW EXISTING WETLANDS PERMANENT NO LOSS V W W W W W W STREAM IMPACT W W W W - W W W W W W W W WW WWWW WW W W L W y� WW.OW�WWWWWW EXISTING 100 YR W WW 1- W WVW W W W W W W O V�3' y WWWW ®WW�WWWWWWWWWWW W FLOODLINE WW / W W W •!y�W W W W W W W W W W W � W W W W�L W W W W W W W •D W W W Q m W W W W W W W W W W W W Wl1 W W W Z `3 > . . . . . . . . . . LnJ O W W W W W W W W W W W W W W W W WW O ElfW W W W W W W W W W W W W W W W W W O W EXISTING WETLANDS 0-4 Q W W W W W W W W W W W W W W W W W W T W W W W W W W W W W W W W W W W O W W �/� U U �// S - / W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W O W W W \ O z O O a a W W W W W W W W W W W W W W W W W W W O W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W z \ Z �.•y .. w }} L W W W W W W W W W W W W W W W W W W W W W �" CIF W W F O W W �y C W W Z Q a o, O WWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW O O WWW / RNFj- 'vTy WWWWW WW W 00 z r W W W W W W W W W W W W W W W W O �,/'n ° 3 p W W W W W W W W W W W W O W W W W W W W W W W W W O W W W z = Z v W W W W W W W W W W W W W _�� W W W W W W W W W r O W W W W W W W W W W W W W W W W W W W W W O ui '^ ILFv I-I v o Q U °c W W W W W W W W W W W W W W W W W W W W W W x U O . . . W W W W W . . W W . . . W W W W W W W W W W W W W W W W W W W W W W W O W V W W W = LI-I E c W W W W W W W W W W W W W W W O I W W W W W W W W W W W W W W W W W W W W W W W U c a W W W W W W W W W W W O IL W W WWWWWWWWWWW o PROJECT BOUNDARY I WWWWWWWWWWW OO O K U) W W W / W W W W z K y 3 W W W W W W W W O W W W W W W W W W ro O" M W W W W W W W W W O I W p v 1 W W W W W W Q M t W W W W W W O O O Z M W W W W W O o O j� WWWWWWWWWWW1•WWYWWYWWW OO O O ® 0 3 > W W W W W W o I SCALE 1"=250' MIR -- N W W W W W W c C W W W W a N �� W WWWWWWWWW O 250' SOO' E a W W W W W W W W � . . . . WWW M N 1 I WWWWWWW I ' ! 52239 N SHEET NO. - - - - - - - cwi-1.o F E o ex d 1v� l lJ Now ii i=-G �- W. �► �� IfL ,,a _�� ,u�,,��_--- • q v IlL �d 11 �� VM�w11✓Gs� �bj �� - MA - y� \raimoo♦ `W, \ 1 w1v tli � ` ALI4# .11( v� _ .��I� r0 LO Ci --_---X011 LU L1�+- IN,1411 1 Ok 13M//Z a ON rolina k �, • • IA 1 0 0 �o � E UE WETLAND AND STREAM IMPACTS a v 3 �W N�V K WETLAND IMPACT STREAM IMPACT G MAP IMPACT IMPACT =v SHEET NUMBER SPECIFICATION PERMANENT TEMPORARY ao�mLL z o (SF) (AC) (SF) (AC) (LF) (SF) (AC) (LF) (SF) (AC) (LF) (SF) (AC) F a CWI-2.1 1 Road Fill 12,184 0.280 1,705 0.039 76 571 0.013 12 100 0.002 0.000 s° In z CWI-2.2 2 Road Fill 985 0.023 211 0.005 63 623 0.014 5 51 0.001 24 195 0.004 w CWI-2.3 3 Sanitary Sewer 0.000 2,294 0.053 0.000 0.000 0.000 CWI-2.4 4 Road Fill 2,830 0.065 298 0.007 0.000 0.000 0.000 0 CWI-2.5 5 Road Fill 0.000 0.000 77 752 0.017 10 61 0.001 16 96 0.002 0 Cm-2.6 6 Road Fill 3,683 0.085 563 0.013 0.000 0,000 3 3 0.000 0 CWI-2.7 7 Sanitary Sewer 0.000 4,589 0.105 0.000 21 213 0.005 0.000 a a CWI-2.7 8 Sanitary Sewer 0.000 7,849 0.180 0.000 0.000 0.000 0 CWI-2.7 9 Sanitary Sewer 0.000 333 0.008 0.000 0.000 0.000 DATE 1110912022 TOTAL 19,682 0.452 17,842 0.410 216 1,946 0.045 48 425 0.010 43 294 0.007 DRAWN BY 331 • DESIGNED BY • 331 • CHECKED BY VELOCITY DISSIPATION PAD (VDP) DESIGN : • M�Z PIPE PIPE PAD DIMENSIONS STONE SIZING SCALE • AS SHOWN OUTLET NAME DIA. SLOPE Q10 V10 ZONE LENGTH WIDTH DEPTH D50 Dmax CLASS • (in) (ft/ft) (cfs) (fps) (ft) (ft) (in) (in) (in) (NCDOT) • CULVERT 2 24 0.081 12.4 15.42 3 16 6 26 10 17 1 CULVERT 3 24 0.060 9.8 13.28 3 16 6 26 10 17 1 - CULVERT 4 36 0.015 37.5 11.35 3 24 9 26 10 17 1 CULVERT 6 24 0.033 10.8 10.87 2 12 6 18 8 12 B Lu t0 Q N z (n 3 J J a af 0 a co a ' adU V7 a a IL oz0 u z z U a w Qt cn N O Z a z z O N ULU Q u o U J J 1-q k LQ o C Q L 3 o �z aLu z a 6 o LLI IL ° 2: 3 zU � Df 7 OE 'O = _ � E b u > O z v ua z < w �3 U �a M �`w M M 'o N 5 N � L C m„ � Ea L d M I - N 2 NO. N F 52239 M f ' " SHEET NO. _ M m CVVI-2.01 - E IMPACT 1 280 280 �E TEMPORARY WETLAND IMPACT E E CONSTRUCTION =3 y 3 1,705 SF 2'"_a PROPOSED GRADE d LL W W W W W d O o M _ m WETLAND&STREAM IMPACT LEGEND: 275 275 ¢<a a Z HEADWALL 1 B z W _ ro � �j ® PERMANENT WETLANDS IMPACT °° ` ' / TEMPORARY WETLAND IMPACT /PERMANENT WETLAND IMPACT i , ° , z ' ROAD FILL PERMANENT STREAM IMPACT N;, o 12,184 SF TEMPORARY STREAM IMPACT RETAINING WALL PERMANENT NO LOSS 270 270 w \I' STREAM IMPACT . � 4 R TAINING WALL o 265 265 HEADWALL 1A Sr DATE 0 1110912022 / o DRAWN BY EXISTING GRADE 331 70 LF DESIGNED BY 72" RCP • 331 I _ PERMANENT STREAM IMPACT 260 0 260 �� CHECKED BY M, TEMPORARY STREAM IMPACT ROAD FILL j SCALE CONSTRUCTION 76 LF 571 SF AS SHOWN 12 LF 100 SF I I I I11 I II N N N N �� 275 275 275 275 PROPOSED GRACE -0+50 0+00 1+00 2+00 PROPOSED GRAD CULVERT 1 PROFILE Y - ti HORIZ SCALE: 1"=50' 270 270 270 270 VERT SCALE: 1"=5 N z 3 Ln T [L d 0-4 Q i I U (n U a zo QCj LU z > Z � N Contractor will follow the following construction sequence: 5 z O 265 265 w a Q 265 265 • Contractor shall notify the Harnett County 48-hours in advance of k start of work during a period of time with no rain in the forecast. Q ' Z w • Prior to start of work,contractor shall have all materials and z 9 72 inch RCP 72 inch RCP equipment on-site. For utility crossings with casings,the carrier o 0 O EXI ING GRADE W = Ez a pipe shall be installed within the casing pipe prior to any open cut Q = U a EXISTING GRADE activities. 0 0 Z`' U) = z E 260 260 260 260 Contractor shall install a temporary coffer dam on the upstream z 0 50 J w a s side of the proposed crossing and pump water around the open cut PROFILE SCALE O o � area to the downstream side. z N M a CDo. coo N (00 Contractor shall place the culvert or utility casing with carrier pipe at elevations shown on the approved plans and back ill in co � c�i pp p f' SCALE 1"=50' o N N N N CIAN N N N accordance with Harnett County specifications. o Contractor shall restore channel and seed and stabilize any o disturbance with native species within 24-hours of start of work. 0 50' 100' N c o -0+50 0+00 1+00 -0+50 0+00 1+00 HEADWALL 1A PROFILE HEADWALL 1 B PROFILE N HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' 52239 a M VERT SCALE: 1"=5 VERT SCALE: 1"=5 SHEET NO. m CWI-2.1 r E IMPACT 2 300 300 PERMANENT NO LOSS STREAM ;III i 'o IMPACTUE VELOCITY DISSIPATION PAD PERMANENT STREAM IMPACT PROPOSED GRADE a 3 ~ _ 3 24 LF 195 SF ROAD FILL a op, 63 LF 623 SF o o x ro TEMPORARY STREAM IMPACT zw 295 295 �:<-6 x CONSTRUCTION o 5 LF 51 SF R TAINING WALLA a U RETAINING WALL ocq In WETLAND&STREAM IMPACT LEGEND: ® PERMANENT WETLANDS IMPACT ��`► I yl Ilii I i�� TEMPORARY WETLAND IMPACT 290 290 HEADWALL 213 � (, I I ► 0+0 v �y •�__ �/ �/ o�o�8e PERMANENT STREAM IMPACT TEMPORARY STREAM IMPACT PERMANENT WETLAND IMPACT ROAD FILL HEADWALL 2A PERMANENT NO LOSS ^ STREAM IMPACT a F 985 SF �'� EXISTING GRADE 285 285 4 TEMPORARY WETLAND IMPACT DATE CONSTRUCTION 1110912022 EYED IN RIP-RAP, SEE 211 SF DRAWN BY33, —' ELOCITY DISSIPATION DESIGNED BY D TABLE ON CWI-2.01 7 •0 331 280 280 CHECKED ` • BY MVZ • • SCALE O) Q P • AS SHOWN N NN N � 300 300 300 300 • PROPOSED GRA E -0+50 0+00 1+00 2+00 PROPOSED GRADE CULVERT 4 PROFILE ti HORIZ SCALE: 1"=50' 295 295 295 295 VERT SCALE: 1"=5 O N Z tLn0 N Of a U (n U a zo Q ➢ w O N 290 290 290 290 LU C) 0 Q Y 5 J K z LU v Contractor will follow the following construction sequence: z a EXISTING GRADE � � o z a / Contractor shall notify the Harnett County 48-hours in advance of 0 W = o start of work during a period of time with no rain in the forecast. u _ o • Prior to start of work,contractor shall have all materials and Z= V7 = z E 285 285 285 EXISTING GRADE 285 EJ w = equipment on-site. For utility crossings with casings,the carrier pipe shall be installed within the casing pipe prior to any open cut 0— O M o activities. 0 50 °" Contractor shall install a temporary coffer dam on the upstream Q C c� ui PROFILE SCALE Z N N N M N N side of the proposed crossing and pump water around the open cut t N N N N area to the downstream side. Contractor shall place the culvert or utility casing with carrier pipe SCALE 1"=50' at elevations shown on the approved plans and backfill in -0+50 0+00 1+00 -0+50 0+00 1+00 accordance with Harnett County specifications. Contractor shall restore channel and seed and stabilize any E HEADWALL 2A PROFILE HEADWALL 2 6 PROFILE disturbance with native species within 24-hours of start of work. ° 5°' 1°°' — N HORIZ SCALE: 1"=50' HORIZ SCALE: 1 =50 N 52239 _ VERT SCALE: 1"=5 VERT SCALE: 1"=5 # SHEET NO. M o CWI 2.2 m r E E 0 �o � E UE D, v 3 �W N�V K Q LL N W Z� U C " O ED H x E a s M PACT 3 w �� o� o o � w 0 x 10 150 , 0 Cn w z a \ , O O DATE 1110912022 DRAWN BY \ TEMPORARY WETLAND IMPACT 331 SANITARY SEWER • DESIGNED BY • 331 2,294 SF • CHECKED BY 214 � � Mvz / \ SCALE AS SHOWN / W W ' \ / WETLAND&STREAM IMPACT LEGEND: _ 142 I / PERMANENT WETLANDS IMPACT r / �Y �Y - 3 TEMPORARY WETLAND IMPACT ' Z I PERMANENT STREAM IMPACT a I N z s TEMPORARY STREAM IMPACT O� a M a Elf / PERMANENT NO LOSS (n = H a / STREAM IMPACT p Z U F- Q >> N w > Z aL - U N �z O � � a w Q ° Q N U o U F- 5 J � k zv LU Contractor will follow the following construction sequence: z a �J Z o IL • Contractor shall notify the Harnett County 48-hours in advance of W ° v o start of work during a period of time with no rain in the forecast. Q 2 U a • Prior to start of work,contractor shall have all materials and = (n = z E equipment on-site. For utility crossings with casings,the carrier w pipe shall be installed within the casing pipe prior to any open cut 0 O z < 3 activities. 0 50 M ° M Contractor shall install a temporary coffer dam on the upstream Nside of the proposed crossing and pump water around the open cut PROFILE SCALE Z area to the downstream side. Contractor shall place the culvert or utility casing with carrier pipe SCALE 1"=50' -- at elevations shown on the approved plans and backfill in o accordance with Harnett County specifications. Contractor shall restore channel and seed and stabilize any 0 50' 100, E s disturbance with native species within 24-hours of start of work. JOE ED'0N - 2 NO. N 52239 M SHEET NO. _ M 44 m CWI-2.3 - I/ W \I/ W / - IMPACT 4 �s Y W = z E �I/ P PERMANENT WETLAND IMPACT =3 G ROAD FILL 290 290 290 290 a 3 v <W C IV-1�ti 2,830 SF PROPOSED GRADE o o PROPOSED GRAD HyW? HEADWALL 4B " <U'x -� ��` a x E a s 285 285 285 285 `. o E s N Z o RETAINING WALL RETAINI N G w S i \ WALL SPA 280 280 280 280 10 HEADWALL 4A 63 w a \ \ z O O � \ � DATE 275 275 � I1/09/2022 275 275 / \ 6 \ F DRAWN BY o s,s s�s sF — EXISTING GR DE 24"RC1' 0.54 AC \ 2 inch RCP @ 2 6g DESIGNED BY TEMPORARY WETLAND IMPACT EXISTING GRADE � CHECKED BY CONSTRUCTION ' MVZ 298 SF \ 270 270 270 270 0 • SCALE � AS SHOWN O 00 � (.0 n Lr) N CO Lq 290 290 Itr; cV N cv N N N 00 CN N PROPOSED GRADE r ' _ 3 -0+50 0+00 1+00 1+50 -0+50 0+00 1+00 1+50 f 285 285 HEADWALL 4B PROFILE CULVERT 5 PROFILELn a Elf HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' O`�° a a VERT SCALE: 1"=5 VERT SCALE: 1"=5 V7 _ ~ IL 990 Za a ➢ N 7 Z � Z a s } N ULU z o w Q 0 Q a 280 280 5— U k z v Contractor will follow the following construction sequence: z a �J Z o IL Contractor shall notify the Harnett County 48-hours in advance of 0 LLJ ° 0 v o start of work during a period of time with no rain in the forecast. Q 2 a • Prior to start of work,contractor shall have all materials and Z= (n = Z E 24 i ch RCP U O w 275 EXISTING RADE 275 equipment on-site. For utility crossings with casings,the carrier a pipe shall be installed within the casing pipe prior to any open cut 0 z < 3 WETLAND&STREAM IMPACT LEGEND: activities. 0 50 M M o Contractor shall install a temporary coffer dam on the upstream Q N L ® PERMANENT WETLANDS IMPACT f proposed g pump p PROFILE SCALE Z side o the ro osed crossing and um water around the open cut LO TEMPORARY WETLAND IMPACT area to the downstream side. °3 N N N N Contractor shall place the culvert or utility casing with carrier pipe SCALE 1"=50' -- o PERMANENT STREAM IMPACT at elevations shown on the approved plans and backfill in _ 3 TEMPORARY STREAM IMPACT s accordance with Harnett County specifications. 0 50' 100' -0+50 0+00 1+00 1+5C Contractor shall restore channel and seed and stabilize any E PERMANENT NO LOSS HEADWALL 4A PROFILE STREAM IMPACT disturbance with native species within 24-hours of start of work. M HORIZ SCALE: 1"=50'CNI1 52239 1 " VERT SCALE: 1"=5 CWI-2.4 M m - 188 M PACT 5 290 290 UE ~ t 3 PROPOSED GRADE a 3 � 187 C ti�rl 186 TEMPORARY STREAM IMPACT 185 I CONSTRUCTION w x 10 LF 61 SF � 285 _ 285 1 m LL o I � �� a (5 WETLAND&STREAM IMPACT LEGEND: / _ U LO �� w I- 1 Z PERMANENT WETLANDS IMPACT RETAINING WALL + �° o TEMPORARY WETLAND IMPACT PERMANENT STREAM IMPACT z S TEMPORARY STREAM IMPACT 280 o 0 280 SAN PERMANENT NO LOSS ---- -- - STREAM IMPACT _ - o 50' OW 91 B_ w - PERMANENT STREAM IMPACT EXISTING GRADE a ROAD FILL 275 275 77 LF 752 SF I1/DATE a o 11 09/2022 DRAWN BY EYED IN RIP-RAP, SEE 331 206l` 205 VELOCITY DISSIPATION • DE5331DBY AD TABLE ON CWI-2.01 ECKE PERMANENT NO LOSS STREAM IMPACT HEADWALL 5A 270 270 : `HMVZ DBY MV VELOCITY DISSIPATION PAD , • SCA E 16 LF 96 SF ASSHOWN 285 285 N N 00 N 00 • PROPOSED GRADE -0+50 0+00 1+00 1+50 Y CULVERT 2 PROFILE D N 280 280 HORIZ SCALE: 1"=50' a VERT SCALE: 1"=5 O� o U U) U a ozo < Z a- 24 inch RCP w O r „ N EXISTING GRADE �z 5 J 275 275 w o U 0 U Q 5 _j � K zv Contractor will follow the following construction sequence: z a _j Z ;� a Contractor shall notify the Harnett County 48-hours in advance of 0 LLJ ° 0 o start of work during a period of time with no rain in the forecast. Q = a • Prior to start of work,contractor shall have all materials and = V7 = z E 270 270 equipment on-site. For utility crossings with casings,the carrier ZU w pipe shall be installed within the casing pipe prior to any open cut 0- O Mo CD • activities. 0 50 °" Contractor shall install a temporary coffer dam on the upstream Q op �, PROFILE SCALE z N side of the proposed crossing and pump water around the open cut t N N N N area to the downstream side. Contractor shall place the culvert or utility casing with carrier pipe SCALE 1"=50' -- at elevations shown on the approved plans and backfill in -0+50 0+00 1+00 1+50 accordance with Harnett County specifications. � Contractor shall restore channel and seed and stabilize any 0 50' 100' HEADWALL 5A PROFILE E a s disturbance with native species within 24-hours of start of work. COHORIZ SCALE: 1"=50' DBND N � 52239 _ N VERT SCALE: 1"=5 - SHEET NO. _ w Cwl-2.$ -E IMPACT 6 300 300 _ c U w E / z� 2 U K ry PROPOSE GRADE < wo2 / 053 I �� 23,358 SF / 0.54AC mg o PERMANENT WETLAND IMPACT / ROAD FILL 295 295 F � U 3,598 SF RE AINING WALL ETAINING WALL ~� \I\ HEADWALL 6B HEADWALL 6A �w PERMANENT WETLAND IMPACT \ •/ VELOCITY DISSIPATION PAD WETLAND&STREAM IMPACT LEGEND: 290 ` 290 84 SF Q ® PERMANENT WETLANDS IMPACT TEMPORARY WETLAND IMPACT EXISTING GRADE 246,34E 0 \ g0 II II ��•e �Q�� PERMANENT STREAM IMPACT TEMPORARY STREAM IMPACT a 2 0 PERMANENT NO LOSS 285 285 1. DATE Al �I � _ STREAM IMPACT 1110912022 W KEYED IN RIP-RAP, SEE DRAWNeY I 33, TEMPORARY WETLAND IMPACT VELD ITY DISSIPATION DESIGNED BY \I/ ROAD FILL PAD TABLE ON CWI-2.01 •� 331 563 SF • CHECKED BY PERMANENT NO LOSS STREAM IMPACT 280 280 : • MAZE VELOCITY DISSIPATION PAD AS SHOWN I3 L F 3 SF N : / \ LO 300 300 300 300 N N PROPOSED GRADE PROPOSED GRADE -0+50 0+00 1+00 1+50 3 Y CULVERT 3 PROFILE N 295 295 295 295 HORIZ SCALE: 1"=50' O Z VERT SCALE: 1"=5 0 a U (n U a ozo < a z > Z a w - �� 0 � N N z � � C) 0 290 _ 290 290 290 J k z o 24 inch RCP 5 EXISTING GRADE / Contractor will follow the following construction sequence: z a _j Z ;� 24 inch RCP Contractor shall notify the Harnett County 48-hours in advance of 0 LLJ ° 0 o a E ISTING GRAD start of work during a period of time with no rain in the forecast. Q 2 2 a U > T • Prior to start of work,contractor shall have all materials and = U) = 2! E 2i Z285 285 285 285 equipment on-site. For utility crossings with casings,the carrier w a pipe shall be installed within the casing pipe prior to any open cut 0 O activities. 0 50 M o- �r - N Contractor shall install a temporary coffer dam on the upstream Q A d co PROFILE SCALE z M co p side of the proposed crossing and pump water around the open cut NN N N area to the downstream side. Contractor shall place the culvert or utility casing with carrier pipe SCALE 1"=50' at elevations shown on the approved plans and backfill in o accordance with Harnett County specifications. o -0+50 0+00 1+00 -0+50 0+00 1+00 Contractor shall restore channel and seed and stabilize any 0 50' 100, E HEADWALL 6A PROFILE HEADWALL 6 B PROFILE disturbance with native species within 24 hours of start of work. IIIIIIIIIIIIIIIII' ICE NO N HORIZ SCALE: 1"=50' aaul 5zz39 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 SHEET NO. cwr-z.6 - �E 5 U D, U_ = =OM I // �0 U� x Wax 1 � ❑ �/ E a TEMPORARY WETLANDROAD FILL ` 10 4,589 SF / ❑ ❑ � a I a I \ �/ �/ o S C M 1 DATE \\ � � I / �,I / ,�I / � I1/09/2022 DRAWN BY ❑ I. 331 ❑ ' • DESIGNED BY TEMPORARY WETLAND IMPACT • 331 / 1 � ROAD FILL HEED BY� M�Z 7,849 SF • I I SCALE - , \I/ \I/ • AS SHOWN • 1 — \ • 11 i TEMPORARY STREAM IMPACT SANITARY SEWER 1 �\ ❑ ' 21 LF 213 SF Ln 0 J W T Elf / W El CC \ ! U IMPACT 7 TEMPORARY WETLAND IMPACT �, / ` z Z ED I ROAD FILL v ' °% w ° 1333 SF A� J o }� # z to '\ I M PACT 8 ° w ° -° I v. Q = U zap I \ \�\ WETLAND&STREAM IMPACT LEGEND: Contractor will follow the following construction sequence: Z (n U O E U E v PERMANENT WETLANDS IMPACT • Contractor shall notify the Harnett County 48-hours in advance of O 3: \ TEMPORARY WETLAND IMPACT start of work during a period of time with no rain in the forecast. 0 z < w z 3 Prior to start o work,contractor shall have all materials and 0 50 M —�"� 0 12 �� C S °°°°°° PERMANENT STREAM IMPACT f PROFILE SCALE a M — — — ° ° ° equipment on-site. For utility crossings with casings,the carrier Z — TEMPORARY STREAM IMPACT pipe shall be installed within the casing pipe prior to any open cut 3 ' activities. 0 1 Ike PERMANENT NO LOSS • Contractor shall install a temporary coffer dam on the upstream SCALE 1 —50I - UGT a STREAM IMPACT o \ side of the proposed crossing and pump water around the open cut ' area to the downstream side. 0 50' 100' E Contractor shall place the culvert or utility casing with carrier pipe at elevations shown on the approved plans and backfill in DB No, N accordance with Harnett County specifications. 52239 IMPACT 9 • Contractor shall restore channel and seed and stabilize any S„EETND. M disturbance with native species within 24-hours of start of work. Cw7-2.7 a E