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HomeMy WebLinkAbout2023.09.08_Cambria ePCN Appendices (reduced) (2).pdf 5410 Trinity Road P 919.866.4951 5663 T I M M O N S GROUP Suite h, F ww.tim ons.c Raleigh,NC 27607 www.timmons.com August 4, 2023 David Bailey U.S. Army Corps of Engineers —Wilmington District Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Zachary Thomas 401 & Buffer Permitting Branch NCDEQ — Division of Water Resources 3800 Barrett Drive Raleigh, NC 27609 Re: Electronic Pre-Construction Notification Attachments Cambria Garner, Wake County, North Carolina Project No.: 47065 Dear Mr. Bailey and Mr. Thomas, On behalf of Pulte Group, we are providing additional attachments and information to aid in the review of the electronic Pre-Construction Notification of the Cambria project, approximately 131.2- acre site located off New Bethel Church Rd, Garner, North Carolina, within Wake County (the Site). Please review the below attachments and contact Kate Hefner at (919) 866-4953 or kate.hefner(a)timmons.com if additional information is required. Sincerely, Timmons Group Kate Hefner, WPIT Environmental Scientist I Amanda Johnson, PWS Senior Environmental Scientist ENGINEERING I DESIGN I TECHNOLOGY Enclosures ATTACHMENTS Appendix A Figure 1 —Vicinity Map Figure 2 — NRCS Soil Survey Map Figure 3 —Wetlands and Waters of the U.S. Delineation Map Appendix B Agent Authorization Form DWR Pre-Filing Request USACE Informal Concurrence for SAW-2021-01965 DWR Buffer Determination Letter for NBRRO #21-312 Appendix C Environmental Impacts Set Riparian Buffer Impacts Summary Appendix D Mitigation Acceptance Letter Feature Assessment Forms Appendix E IPaC Official Species Report NCNHP Database Report Appendix F F&R Review of Historic Resources and Protected Species Memorandum SHPO Map and List Appendix A Path:Y:\805\47065-Walters-Buffaloe\GIS\47065-JD-VIC.mxd � N V 0 Site Limits �ere ` ■�f,sisif,7 • �f 1 `f f` • •f �j •~f�1 a a s I jl Site limits are approximate. Topographic imagery from USGS. 0 2,000 4,000 6,000 8,000 Feet WALTERS BUFFALOE TIMMONS GROUP ••�!• WAKE COUNTY,NORTH CAROLINA FIGURE 1:VICINITY MAP YOUR VISION ACHIEVED THROUGH OURS. • TIMMONS GROUP JOB NUMBER: 47065 U.S.G.S.QUADRANGLE(S): GARNER PROJECT STUDY LIMITS: 131.2 ACRES DATE(S):2022 LATITUDE: 35,648345 WATERSHED(S): UPPER NEUSE(NEUSE RIVER BASIN) LONGITUDE: -78.570027 HYDROLOGIC UNIT CODE(S): 03020201 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever,inclusive,but not limited to construction,bidding,and/or construction staking without the express written consent of TIMMONS GROUP. Path:Y:\805\47065-Walters-Buffaloe\GIS\47065-JD-NRCS.mxd �r, L v I",02 A o B Site Limits ' AvC2 A pB2 atr Li IMF 4 •s 1• ,I I` ` AVID 1 l WK - 7 I'I a Q 4 - _ y - . . It now vim 5 APB Apt APC Akp92. Ld r CID • Site limits are approximate. 0 600 1,200 1,800 2,400 Feet WALTERS BUFFALOE TIMMONS GROUP •` ` 4 4& WAKE COUNTY,NORTH CAROLINA f FIGURE 2: NRCS SOIL SURVEY MAP YOUR VISION ACHIEVED THROUGH OURS. • TIMMONS GROUP JOB NUMBER: 47065 SOURCE NRCS WEB SOIL SURVEY PROJECT STUDY LIMITS: 131.2 ACRES SOIL SURVEY DATE: 1970 LATITUDE: 35.648345 WATERSHED(S): UPPER NEUSE(NEUSE RIVER BASIN) LONGITUDE: -78.570027 HYDROLOGIC UNIT CODE(S): 03020201 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever,inclusive,but not limited to construction,bidding,and/or construction staking without the express written consent of TIMMONS GROUP. ref r_" - - = I I _ ti t kk=3, � �ti - ♦ ~ -k� �- , �_-1-ter- `--- tir/ �r I _ '�: L/, . 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I 1 a ~I I{ f-rti'r 1 � � %, _/ ' 1 II� l\ _/' 1A.. yl I r,� fk I 7 tirr y-rr _r ", ,x �__rJ� / 1 1 _{� 1 / ' I Lr 1 7 r r' } ti tititi� y �1+= I ,:r J �r%- / } \ rr r 5 - r r / .f�rT I� � 15 I{ I k 1-1 �I Lx � l I 7 I ._rrr r�r_r�-kL ~� ti � � k y �ti =a, r 1~ , r ?A� - �� } ~ � �� I f 1 Ii I y5� � �--- � /' 5� I� i 5 x� �~ J I �k \'k�: = � I .1 I ��r 7_a3L I 11 � r'� I o 00 0 0 0 1Fa \'= Y" � 21�.r r }r rr r� r~ �.i L'1 7 kti \ r J �r ti L 1 %1: 4r L= �f ti\ -� t r L. rr rrr ra Iti? r �� 1 1 l \ Y / I (�- t • - • • 1 a • / - - ' • . • - • . • - - • 4t - I % 0 ap 0 - � 1 1 11 111 • • • - - I : I - - Appendix B TIMMONS GROUP YOUR VISION! ACHIEVED THROUGH OURS, AGENT AUTHORIZATION All Blanks to be Filled in by Applicant The Department of the Army NCDEQ— Division of Water Resources US Army Corps of Engineers 401 & Buffer Permitting Unit h Wilmington District 1650 Mail Service Center PO Box 1890 Raleigh, NC 27699-1650 N Wilmington, NC 28402-1B90 U z r M v � To Whom It May Concern: Ln I, the undersigned, current applicant designate, authorize representatives of Timmons Group to o act on my behalf as my agent in the processing of permit applications, to furnish upon request v x supplemental information in support of applications, etc., from this day forward. This the 1 day of 20 ZZ. In (number) (Month) (Year) a T This notification supersedes any previous correspondence concerning the agent for this project. a C9 Project Name: Walters Buffaloe Assemblage v w In r Applicant Name(Print): Pulte Home Company, LLC Applicant Signature: ti . O,,.rY E 0 0 Applicant Mailing Address: 1225 Crescent Green Drive, Suite 250 Cary, NC 27518 0 L Vn V C N � f E Applicant Fax a Telephone: b ( 1 (c 1 No. V Applicant Email Address: chris.raughley@pultegroup.com A 3: v N W C d E a O d 7 d QI N Kate Hefner From: Kate Hefner Sent: Wednesday, October 12, 2022 2:22 PM To: 401 PreFile Cc: Lauren Norris-Heflin; Cohn, Colleen M Subject: DWR Pre-Filing Request - Walters-Buffaloe - Garner, NC Good afternoon, I wanted to submit a 401 Pre-Filing Request for a project in Holly Springs, NC.The project information can be found below: - Project Name: Walters-Buffaloe - Project Applicant: Pulte Group - Applicant Contact Information: Randy King at randy.king@pultegroup.com - Applicant Mailing Address: 1225 Crescent Green Drive, Suite 250 Cary, North Carolina 27518 - Parcel ID: 1629518996, 1629715058, 1629803590, 1629805447, 1629806354, and 1629807999. - Project Location: Garner, Wake County, North Carolina - The proposed project is for a residential development located northeast of the intersection of Wrenn Road and New Bethel Church Road in Garner, NC within Wake County. Let me know if you have any questions. Thanks! Kate Hefner, WPIT (she/her) Environmental Scientist TIMMONS GROUP I www.timmons.com 5410 Trinity Rd, Suite 102 1 Raleigh, NC 27607 Office: 919.866.4953 1 Cell: 828.455.4636 Kate.Hefner@timmons.com Your Vision Achieved Through Ours To send me files greater than 20MB click here. 1 Kate Hefner From: Bailey, David E CIV USARMY CESAW (USA) <David.E.Bailey2@usace.army.mil> Sent: Friday, November 5, 2021 11:52 AM To: Kevin Murphrey Cc: Steven Ball Subject: RE: SAW-2021-01965 (New Bethel Road Assemblage/ Hebron Church Road/Garner NC/Wake County) Attachments: S&EC- New Bethel Road Assemblage -Wetland Map 2021_Post USACE.pdf Follow Up Flag: Flag for follow up Flag Status: Flagged Hi Kevin.The updated sketch (attached)for the above referenced site (SAW-2021-01965) appears to reflect the changes made and discussed during our site visit on 10/19/2021. 1 will use this map when processing the PJD and/or permit application/request for this site. Please let me know if you have any questions. -Dave Bailey David E. Bailey, PWS Regulatory Project Manager US Army Corps of Engineers CE-SAW-RG-R 3331 Heritage Trade Drive,Suite 105 Wake Forest, North Carolina 27587 Office: (919) 554-4884, Ext. 30. Mobile: (919) 817-2436 Fax: (919) 562-0421 Email: David.E.Bailey2@usace.army.mil We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is located at: https://regulatory.ops.usace.army.mil/customer-service-survey/ Thank you for taking the time to visit this site and complete the survey. From: Kevin Murphrey<kmurphrey@sandec.com> Sent: Friday, October 29, 2021 9:53 AM To: Bailey, David E CIV USARMY CESAW (USA) <David.E.Bailey2@usace.army.mil> Cc:Steven Ball <sball@sandec.com> Subject: [Non-DoD Source] RE: SAW-2021-01965 (New Bethel Road Assemblage/ Hebron Church Road/Garner NC/ Wake County) David, attached is the updated wetland sketch map per our site visit on 10/19/21. 1 added wetlands W11, W12, and W13. I also re-drew W10 to account for the wetland line shifting a little bit. I made the buffer layer a little more transparent so that you can see the wetlands better. Let me know if you need anything else,thanks! From: Bailey, David E CIV USARMY CESAW (USA) <David.E.Bailey2@usace.army.miI> Sent:Tuesday, September 28, 2021 8:19 AM 1 DocuSign Envelope ID:4540E125-605F-4F39-9C91-E9DA55BE44C2 .wti w n ROY COOPER � :Q Covernor ELIZABETH S.BISER Secretary Li4MVP S.DANIEL SMITH NORTH CAROLINA plrecrar EnWfronmenraI Qaa11ry December 6,2021 See Agent Authorizations Subject: Buffer determination Letter NBRRO#21-312 Wake Determination Type: Buffer Intermittent/Perennial ®Neuse(15A NCAC 2B .0714) ❑Tar-Pamlico(15A NCAC 2B.0734) ❑Intermittent/Perennial Determination(where local buffer ordinances apply) ❑Jordan(15A NCAC 213 .0267)(governmental and/or interjurisdictional projects) Project Name: New Bethel Road Assemblage Address/Location: 2533 Win Rd.,Garner,NC 27529 Stivarn(s): UTs to Swift Creek Determination Date: December 6,2021 Staff:J.Chris Smith .,- North Carolina❑eparrment of Environmental Quallty f Divtsion of WaterResourcer, rr�-'o"Dt E Raleigh Regional Office 13600 Barrett drive I Raleigh.North Carolina 27609 QW419.791.4200 DocuSign Envelope ID:4540E125-6D5FAF39-9C91-E9DA55BE44C2 New Bethel Road Assemblage Wake December 6.2021 Page 2 of 3 Feature E/I/P(I) Not 1�1 Subject Start� Stop t1 Soil USGS Subject Survey To o A X see Previous Detennination Letter 18-186 X X (June 27,2018) B X 5cc Previous Detennination Letter 18-186 X X (June 27,2018) C NIA X Off site X D l X Stan:DWR Flag(35.649167,-78.566186) X Stop:Feature B E 1 X Start: DWR Flag(35.647541.-78.568222) X Stop:Feature B F NP X NIA X G E X NIA X H E X NIA X I NIA X off Site X See Previous Detennination Letter 18-186 J X June 27,2018) X K X see Previous Detennination Letter 18-186 X [June 27,2018) L X 5ee Previous Determination Letter 18-186 X June 27,2018) (1)E=Ephemeral, I=Intermittent,P=Perennial,NP=Not Present,NIA=Not Applicable (2)Refers to State riparian buffer rules only. Stream,wetland,or pond impacts are still subject to applicable water quality standards and permitting requirements. Explanation: The streams)/pond(s) listed above has been located on the most recent published MRCS Soil Survey of Wake County,North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,O00 scale. Each feature that is checked"Not Subject"has been determined to not be an intermittent stream,perennial stream,a pond connected to a stream feature,or the feature is determined not to be present. Stream features that are checked "Subject"have been located on the property and possess characteristics that qualify them to be subject to the buffer rules. There may be other streams located on the property that are not depicted on the maps referenced above and are therefore not subject to the buffer rules. However, if the stream Features are present on the tract they are subject to all other applicable North Carolina stream standards and permitting requirements as outlined in 15A NCAC 02B and may be considered jurisdictional according to the US Army Corps of Engineers. This on-site determination shall expire rive(5)years from the date of this letter. Landowners or affected parties that dispute a determination made by the DWR may request a determination by the Director. An appeal request must be made within sixty(60)days of date of this letter. A request for a determination by the Director shall be referred to the Director in writing. If'seuding via US Postal Service: c/o Paul Wojoski,DWR —401&Bufj`er Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. If sending via delivery service(UPS, FedEx,etc.).Pair/Wojoski,DWR—401 ape Buffer Permitting Unit;512 N.Salisbury Street, Raleigh,NC 27604. This determination is final and binding unless,as detailed above,an appeal is requested within sixty(60) days. This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be directed to the US Army Corp of Engineers(Raleigh Regulatory Field Office)at(919)-554-4884. D EQi� North Carolina Oepartment of Environmental Quality Division of Water Resources I Raleigh Regional Office 3800 Barrett Drive 1628 Mail Service Center I Raleigh,North Carolina 27699-1628 919.791.4200 DocuSign Envelope ID:4540E125-6D5F-4F39-9C91-E90A55BE44C2 New Bethel Road Assemblage Wake December 6,2021 Page 3 of 3 If you have questions regarding this determination,please feel free to contact J.Chris Smith at(919)791-4257. Sincerely, OecuSigned by: Srsltt� ��.a>n. 9G�A9�82504A460.. Scott Vinson,Regional Supervisor Water Quality Regional Operations Section Raleigh Regional Office Division of Water Resources,NCDEQ cc: RRO DWR File Copy L aserf I ch e Contact via a-mail at 'harve ibsandec,coni . : DEQ7> North Carolina Department of Environmental Quality.❑ivis[on of Water Resotuces I Raleigh Regional Office 3800 Barrett Drive. 1628 Mail Service Center I Raleigh,North Carolina 27699-1628 919.791.4200 DocuSign Envelope ID:4540E125-6D5F-4F39-9C91-E9QA558E44C2 21-312 New Bethel Road Assemblage Wake PPP (7� Feature A _ r-J 5 r� Feature B -- - ---mm.. �L �STA?Z Map provided by NCDEQ r Legend: Division of Water Resources � r -Approximate Site Boundary Locatfons are approximate and are provided for refer- ence only:.- DocuSign Envelope ID:454OE125-6D5F-4F39-9C91-E9DA55BE44C2 21-312 New Bethel Road Assemblage Wake JP P LoD AgB2 Feature C ON ~" i ApG2 AVC2 LoD Apir, L _ Feature A - pB2 '•.4 ti� APB2 Feature I Apg _ Feature J Feature K B Feature B Feature F ApB2 w L a aB A �= wy� r ti L 8Z � -� Apt A � �' I WmG2 * AP M ApC ,• LL 2 Feature H • ApC2. 1 A p 2 ty Feature G r, �; Feature E PC2 Feature D:]. ,,I 5rA7ER Map provided by NCDE4 Legend: r Division of Water Resources -Approximate Site Boundary: Locations are approximate and are provided for refer- s ence only:: -Approximate Start/Stop Point * ��,,,,,•,m y:: Appendix C E 0 V£ ~ � 3 w 3 a a0CAMBRIA N o M ENVIRONMENTAL IMPACTS <��a z 0 � O a = E v s ~ ~ w GARNER, WAKE COUNTY, NORTH CAROLINA 0 0 0 Sheet List Table Sheet Number Sheet Title o CWI-0.0 COVER SHEET o DATE 0812812023 CWI-1.0 EXISTING CONDITIONS DRAWN BY 331 CWI-2.0 OVERALL ENVIRONMENTAL IMPACTS • 1E1111EDBY 331 CWI-2.01 ENVIRONMENTAL IMPACTS TABLE •� CHECKEDeY 110 JAD CWI-2.1 ENVIRONMENTAL IMPACT 1 SCALE o CWI-2.2 ENVIRONMENTAL IMPACT 1 PROFILES • Nrs r CWI-2.3 ENVIRONMENTAL IMPACT 2 • p CWI-2.4 ENVIRONMENTAL IMPACT 3 • m CWI-2.5 ENVIRONMENTAL IMPACT 3 PROFILES _ o - CWI-2.6 ENVIRONMENTAL IMPACT 4 _ & �eweFre S'I CWI-2.7 ENVIRONMENTAL IMPACT 5 CH"RC O 3 CWI-2.8 ENVIRONMENTAL IMPACT 5 PROFILE CWI-2.9 ENVIRONMENTAL IMPACT 6 z / r ' CWI-2.10 ENVIRONMENTAL IMPACT 7 u - ❑ a _ CWI-2.11 ENVIRONMENTAL IMPACT 8 CWI-2.12 ENVIRONMENTAL IMPACT 9 m Z 0 3 CWI-2.13 ENVIRONMENTAL IMPACT 10 Q w w 9a U CWI-2.14 ENVIRONMENTAL IMPACT 11 Z > 2. VICINITY MAP CWI-2.15 ENVIRONMENTAL IMPACT 12 z a U E� � U 1" = 1500' CWI-3.0 NOTES AND DETAILS pd O o 3 CWI-3.1 REFORESTATION DETAIL °" �v 3 Ea g Know what's below. — call before you dig. 70 6 5 - 4706 "TNo. CWI-0.0 - F E NOTES: \\ \vl}ii�¢}t(►}„; �/f � `� -�i `jht E 1. BOUNDARY TAKEN FROM SURVEY BY TIMMONS GROUP DATED JANUARY 29, 2021. r 2. TOPOGRAPHIC INFORMATION TAKEN FROM WAKE /"" �� f \ �•• ���� COUNTY GIS AND TOPOGRAPHIC SURVEY BY TIMMONS GROUP DATE JANUARY 21, 2021. ti iZ /sq c r1' ( .r 3Q EXISTING FORCE MAI a N. �� !o „ �� a �a 3. THIS SUBJECT PROPERTY LIES IN ZONE 3200, PER FEMA 111 _ ��� \ tit �= �,/ , /1 1 f •a —�� o°` o it \ �\1 r Il ! ` , FIRM PANEL 3720162900K. EFFECTIVE DATE JULY 19, I�t 'sue ` \ 5 �� �— z l\ 2022. s ti �tt�1 wv -. �� A \ vv <rd� 1 �v �� ' YI /r� I`I w I7\Q ��\ " \ ; ,, �� 4. WETLAND DELINEATION BY S&EC DATED JUNE 11, 2021 t ly}> y AND REVIEWED BY USACE OCTOBER 19, 2021 , Fu j ) 5� �` �`�' i �5) e°�')ti)\ttL" L ~• {�rJ /ar/ i�}}t}1 11' l! (SAW-2021-01965)AND CONFIRMED VIA EMAIL NOVEMBER ;WIN ROAD S.R. 5, 2021. RIPARIAN BUFFERS CONFIRMED BY NCDWR lf r.. t� \ /ram �ti — 60'PUBLICRNV IU/ fl�irtl I; 4 DECEMBER 7, 2021 (NBRRO #21-312). � \ // ^ $E do 5. STREAM WIDTH MEASUREMENTS AT IMPACT LOCATIONS Fox COLLECTED BY TIMMONS GROUP ON 10/27/2022. �' �� �i/ /'� 1 '�/I m a N y //� ^'L iiil�ts ./ lt� ��� SITE BOUNDARY' 6. WETLAND LIMITS TAKEN FROM SURVEY COMPLETED BY3 \p •a^ "` / �° to• �` .� .`; MSS LAND CONSULTANTS, DATED JUNE 12, 2023. } iz \dr ` �� � r^ w�Zc `�� a 10 / J 44.. a "\ l r• llti?1� tM\t �^h /U a ,`\l°�' {+, r �y\\ v fl( �F Y\l'�ti fit~° ,� (� �\ J(f,�r rv �. a l 44 a; �1 11II DATE O o �• 4Z -.���l „L \� I 4 d �• .�.l.N �J t `�i �I 1 `y 0812812023 SITE DATA �• .m l' 1 \ ` �~ r J r l� W lJ ZZ `•' ` \\ / /y-,Y 'l\ \`�•\ J' h•Jal f / fYs •t Mf.l � Ii/�� DRAWN BV \\ t o ^�: 331 TOTAL AREA: 131.15 AC (5,712,894 SF) \ 4` �s �~ EXISTING STREAM AND ,�•��,' r '�`• 17, 1DESIGNED BY <«�� TOTAL IMPERVIOUS: 61.33 AC /46.8% a'\t —\M � s . _ 'V � ? . K.� , „ 50'NEUSE RIPARIAN BUFFER' !lu � ti� } � y M� 1ttll� t/ •� 33 TOTAL WETLANDS: 1.9 AC 81,643.31 SF \!G� a1 L1 �� EXISTING WEPIMATLAND ';�.1ti i� `,. • {,� _ _ 1 J CHECKED BY TOTAL STREAMS: 7,561.6 LF vC\t \>>\ \\ ,\\\l ti`\ r {'\ y,, �` ✓`` �i• / '' I u • t �' �Y •'1 %•\. 1r J„t P ' '' �� °}t `M.+S' .i �: tIi /n f • • SCALE `3 .q EXISTING STREAM a� t • —500' ri j� s/r��3/.4 Rom\+� A-�-A ,.. ��,e'�`� .� '��' , J • LEGEND 5� ,EXISTING 50'PIPELINE EASEMENT — "= �F \ \\ ��.�•+lY'ice \ +fit. i 4 ti S,'/ 1• �� ■ ■ SITE BOUNDARY �\ v��` -------- w \ 'ail T t ..\ C •� EXISTING CONTOUR I� \\ \\�\ �� � y`• )2il) �� a L — PROPOSED DRAINAGE EASEMENT \��\\ �� 1�t rr°fr.(r��y"or� � ell EXISTING STREAM ��ti �� i _ vie r __ y, EXISTING WETLANDS l� \� rf� t \�\1} / �, 1C1 = l lit i I EXISTING DIRT pc -ti�tl-�.�� � "ROAD NEUSE RIPARIAN BUFFER ZONE 1 I °9 — ` f 5 ti <�1 `) • �- - �e29 ' • r^N�Ze 1� t �°�F` A�? TO BE REMOVED' `' O NEUSE RIPARIAN BUFFER ZONE 2 � `� )\i }Ili %' ;.^�'�%��'e !-�" I. —) Jyy/ ft J. to SITE BOUNDARY tr t n� =�.{4, i�+,t�/ft t ( �Y/�! z --�FM--- EXISTING FORCEMAIN ti � �12 ti 11 �i%' O/ EXISTING DIRT ` -r' Q ROAD *X*\\\�4 TO BE REMOVED : �~ ���cyL 4 Jf _\` \ , �A' ! \t��w)��jp 1Fsp / ye'9Rp'9^N,y,V ti'�``+,orb R�ti 1. \\ u10.� 11f•• 4 _/I f/V �l m 0 o e�F�ql- 'C�. _ <7�'qq��•4pq V J E'q'1' �' a z 6 I I I '9RFq'2y�c ss� ` R��O \2 0 - •� \Z ~v01 I (r; ` U , ss 1M� a �r UC7 3 EXISTING BUILDING o TO BE REMOVED l •f I (N a w r� H I I U Eo V• l.. ` e.`- •r� rc Z — O �a �v SCALE 1"=500' 3 NOR 0 500' 1000, Know wnags below. Call before you dig. 47065 06 - 5 SHEET ND. _ CWI-1.0 _ F E • I J` 6 I 1 �- �o {r/� A IFZ �+ I 1 �..( fll(�.%.`���� J f1�;•� \ y i I ii\ J /l�l!(�• \\\\ fllrr• _ � ��� / �� �/� ^✓• wU X o U s ~ w rlf / _ \I��� }` �•Y\,�\• i , � S t l ' L- I II f ti >•. I //i i � • -.1 }}q1\ ,1.F.�f Y "�Grp\�� ^,.'1 . \\ i/ �// r it�� o l��j; ✓/ S( _,� �� •. \. // / "iv IMPACT 7 CWI-2.10 IMPACT 8 CWI-2.1 I b +�\` f try\\r` ,��° ',fi%, li\UiItW1 \ C!! ` i 114 / (/ 1 �• .\ - L f x -. 1�1,�,ti`�'� I l},L\\ ~ 1 r i• - 1 pI qII K DATE a a i��,�• � ��: :��� �„� � � r.��� �F �`1 r\�\�`'%�• � t)�� -� 0 812812023 .f Tito \ 21 CJ t �-•`` -�� �� '��- ��lz'� /' ) i l �t0 DRAWN BY b� / a �3h r \- � \!`�•`.,. i' ^'\\�^ ��.`yy,.[[1 y,j�(('+'Yb 331 \ .A31r "ll�•�•"�.�f �Ip / l / DESIGNED BY Q•\ �� — IMPACT 4 CWI 2.6 �;�„ •� 331 . ' •. f�1 � �APACT 12 CWI-2.15 • CHECKED BY /r � �\ `lis),. ;,, ` f � ''"� �•,..\� � ., � A IMPACT 9 CWI-2..12 I t'f1 Mvz CWI-2.4 r 1 IMPACT 10 CWI-2.13 ~ '�`- r �'� — , j • • SCALE �rf� ` »I� LEGEND V. ,.��.a �:ts r • 1„_500' r 2 `I � ■ ■ � SITE BOUNDARY )� V A - __ ) ( \ r IMPACT 2 CWI-2.3 - EXISTING CONTOUR 1 r - IF \ \ ^ „ . , PROPOSED CONTOUR J, /r i' 1ff`j^\\\�\\��� \ = ; �`�5\. ,� J�I"+ ,1 PACT 5CWl-2.7 • \i \\\�\ tl lJ PROPOSED DRAINAGE EASEMENT EXISTING STREAM - EXISTING WETLANDS NEUSE RIPARIAN BUFFER ZONE 1 �1' IMPACT 6 CWI-2.9 NEUSE RIPARIAN BUFFER ZONE 2 --EFM—-- EXISTING FORCEMAIN ^ _ •M , .1 .� �SAN PROPOSED SEWER `'+� =-= IMPACT 1 CWI-2.1 O a \1 l 1'/�I Q I k Q CWI-2.14 0 J I Z � 0 w3 - I V •' M `" 1 J < U Z d a IMPACT LEGEND `�� —f s_K %I U � rC H d o _E PERMANENT WETLAND - GREEN v� 'ol �\ Il j < w Es TEMPORARY WETLAND - MAGENTA00 \• v i o z PERMANENT CONVERSION TO PEM WETLAND - LIGHT PURPLE S O 0 wpm PERMANENT STREAM - REDE7 af SCALE 1"=500' TEMPORARY STREAM - BLUE i� NOR a PERMANENT 20' ZONE 2 NEUSE RIPARIAN BUFFER- CYAN vo 0 500' 1000' v TEMPORARY 20' ZONE 2 NEUSE RIPARIAN BUFFER- PINKEl g PERMANENT 30'ZONE 1 NEUSE RIPARIAN BUFFER - ORANGE Know what'sbelow. ® TEMPORARY 30' ZONE 1 NEUSE RIPARIAN BUFFER- LIME GREEN JOB NO. Call before you dig. 47065 ® PERMANENT NO LOSS STREAM - DARK PURPLE SHEET NO. Cwr-z.0 v E >_ 0 s �E Z rf EWRONMENTALIMPALIS oW va WETIANU IMPACTS REAM IMPACTS 30'ZONE 1 RJFFR E 20'2ONV-2 BUFFER �a ST � IMPACT I MPACT woo M IMPACTSKADFICATIO" PERM.CONY.TO PEM PETRMMENT 11LVICIaARY PFRA&ANEfiT TEMPORARY a x -NUM1BER SHEET SF AC 5F AC SF AC LF SF AC LF SF AC JSF AC SE I AC 5F AC SF AC 5= AC n X 1 C W�2.1 ROAD FILL - - - - - 82 450 010 0. 3 - - - - - I - - - - s d a c LL O 1 CWI-2.1 ROAD FILL - - - - - - 3sz19- - 0.0739 - -1 CWI-2.1 ROAM FILL - - - - - - - 4,4a7 I U.10-U o U 1 CWI-2.1 SCONSIRLri ONBUET£R - - - - - - - - - - - - - - - - - - - - 455 O.0104 0 o 1 CW121 51COHSTRUCTIONBUFFER - - - - - - - - - SD 36 CL0008 - - - - - - - - - - �"° o 1 CWI-2.1 SCONSIRUsCT11ONBUFFER - - - - - - - - - - - - - - - - - 1,mfi MW36 1 CWI-2.1 DISSIPATION PAD'CONSTRUCTION - - - - - - - - - - - 30 149 0AC94 - 1 CWI-2.1 MSSIPATION PAD CONSTRUCTION - - - - - - - - - - - - - - - 319 0_@73 - - - - - 2A CWI-2-3 SANITARY SEWER CONSTRUCTION - - - - - - - - - - - - - - 52 OX012 - - - - 28 CWI-2.3 DISSIPATION PAD'CONSTRUCTION - - - - - - - - - - - - - - 73 0.0317 - - - - - E. 2B CWI-2.3 DRAINAGECONSTRUCRON - - - - - - - - - - - - - - - 368 Q_In94 - - - - - x 28 CWF2.3 DI[hINACEtflN51RUCTION - - - - - - - - - - - - - - - - - - - 405 4.003 2A CWI-2.3 MAN HOLE IH6iALLAT10N - - - - - - - - - - - - - - - - - - - 11 QODD3 2A C3VI-2.3 SANITARY S"WRCONSFRUCRON - - - - - - - - - - - - - - - - - - - 3,393 0J 79 3A CWI-2.4 SANITARY SEWER STREAM CROSSING - - - - - - - 34 149 COD32 - - - - - - - - o � 34 CWI-2.4 SANITARY SEWER STREAM CROSSING - - - - - - - - - - - - - - - LEM 0.0423 - - - - 14 � DATE 3AI CWI-2A SANITARYSEW1ERCONSTRUCTION - - - - - - - - - 313 D_ODTI - - 0812812023 3A CWI-2.4 MMM04-EIRSTALLATION - - - - - - - - - - - - - - - - - 129 0.0030 - DRAWN BY 3A, CWI-2.4 SANITARY SEWER SEREAM CROSS NG _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14391 0.0319 - - 331 3A CWI-2.4 SANITARYSEWERCONSTRUCTION - - - - - - - - - - - - - - - - _ 0.0663 - DESIGNED BY 39 CWI-2.4 DRAMAGECONSTRUCTION - - - - - - - - - - - - - - - 402 0.0092 - •• 331 36 GWI-2.4 DHAIMAGEC-DNS"LJC (3N - - - - - - - - - - - - - - - 240 0_0355 - - - - • CHECKED BY 36 CWI-2.4 DISSIPATION PAD CONSTRUCTION - - - - - - - - - 85 0.0020 4 CWI-2_6 GFIEENWlAYCONSTRUCRICN - - - - - - - - 17 103 0.0D24 - - - - - - - • • 4 CWI2.6 GREENWAYtONS RUQ7CHf - - - - - - - - - - - - - - - 251 Q_0058 SCALE - - - - - 4 CWI-2-6 GLEENWAYCONSTRUC"IC" _ _ _ _ _ _ _ _ _ I _ _ _ _ 7904 0.0m _ _ _ NTS • 4 CWI-2.6 (iREENWfAYOONSTRUC"Off - - - - - - - - - I - - - - - 252 D.0058 - 4 CWI-2.6 GREENWrAYCONSTRUCT1CNf - - - - - - - - - - - 3GI A0055 • 5 CWI-2.7 ROAD FILL - - - - 1G5 %078 0.0247 - - 5 CWI-2.7 SCflNSFRUCTIONBUIWER - - - - - - 13 110 CLOO25 - - - - - - 5 CWI-2.7 DI59PATION PADCONS€RUCTTON - - - - - - - - - i8 - -I lfil 0.0037 - - 5 CWI-2.7 ROAD R LL - - - - I - I - - - - - - - 4,4538I 0-1065 - 5 CWI-2.7 DISSIPATION PADCONSIRUCTTON - - - - - - - - - - 339 I 0_I078 - - - 5 CWI-2-7 5CONSTRUCTJQNBUFHR - - - - - - - - - 757 0.0174 - 5 CWI-2.7 DRAINALGE CONSTRUCTION - - - - - - - - - - - - - 414 j 0.03 5 - - - - 5 CWI-2_7 fon"FILL - - - - - - - - - - - - - - - 4,406 U.1011 - O 5 CWI-2.7 SCflNSFRLrCnC 4BUFFER - - - - - - - - - - - - - - - 501 00138 a r 6 CWI-2.9 44JW STATION CCNISTRUCTICNI 553 0.0127 - - - - - - - - - - - I - - - Z w " 6 CWI.2-4 SCONSIR9-FCTlOdISUFFF11 25 0.0006 - - - - - - - - - - - - � a 6 CWI-2.9 UTILITYCOICS{RU"Cff - - - - 247 G.0357 - - - - - - - - - - - - - U < 6 CWI-2.9 DISSIPATION PAD CONSTRUCTION 50 ♦1.0011 - - - - - - - - - - - Q I N 7 CWI-2.10 YCEIWSTRUCIC&BUMR - - - - - - - 5 29 CLOW7 - - - - - Z U 7 CWI-2.10 ROADWIDENING - - - - - - - - - - - - - - 1,CGD 0_02W 7 CWI-2.10 SCONSTRUU RONBUFFER - - - - - - 323 0.0076 - - -WI z d 7 C -210 RCIODWfIDENIHG - - - - - - - - - - - - - - 919 0.0189 - _ < o 7 CWI-210 SCONSTRU TIONBUFFER - - - - - - - - - - - - - - - - - - - 213D CLCEM6 1e J 'o V a Q 2. S CWI-211 ROAD FILL 6599 EL1515 �� $ CWI-211 SCONSTRUCf10NBUFFER 780 OA174 - - - - - - - - - - - o W LU s 9 CWI-2-12 SCONSIFRUCiIONBUFFER - - 129 R0030 - - - - - - - - - - - - - a � E ]li CWI-213 GRATING 782 ELG180 - - - - - - - - - - - - - - - - - - - Z 14 CW1-213 SCONSFRUCTIONBUFFER - - 319 0.0073 - - - - - - - - I - - - - - - O & it CWI-2.14 SC# o �I U%CTIONBUFFER - - - - - - - - - - - - - - - im 0.COQ3 ~ " 12 CWI-2.15 AERIAL SEWER CONSTRUCTION - - - - - - - - - 32 1% 01044 - I - - - - - - - - W m 12 CWI-2,15 A€RIALSEWER CONSTRUCTION - - - - - - - - - - I - - 1,971 0_U452 - - I - - - � -� 12 CWI-215 AERIAL PIER CONSTRUCTION - - - - - - - - - - I - - 236 0.0054 - - I - - o 12 CWI 2 iS AERl1hL5E44ER CONSTRUCTION - - - - - - - - - - - - - - - - - - 910 I 11.0209 - „s U CWI-2.15 AERIAL PIER CONSTRUCnON - - - - - - - - - I - - - - - 88 I 0.0020 - v TOTALS_ 7,9N 0.1833 2,253 0.0268 247 0_0057 197 1528 0.03S1 111 606 00139 48 310 0.0071 16yS51 0.3800 A,MG I10692 IS311 I 0.4204 1557 CL03M ao E oa Know what's below. JOB N0. `a Call before you dig. 47065 SHEET NO. _ CWI-2.01 '3 Q3 €E E TEMPORARY STREAM IMPACT 1 FOR 5 CONSTRUCTION BUFFER / I / / E 10 LF,36 SF,0.0008 AC PERMANENT NO LOSS STREAM IMPACT 1/ z� PERMANENT 30'ZONE 1 BUFFER IMPACT 1 FOR DISSIPATION CONSTRUCTION�\\� \\\\\ 29 LF, 145 SF,0.0033 SF z:� w W�a FOR DISSIPATION PAD CONSTRUCTION 319 SF,0.0073 AC III i �, / o o M IMPACT 1 N HEADWALL B Y TEMPORARY 20'ZONE 2 BUFFER IMPACT 1 FOR 5 CONSTRUCTION BUFFER . 455 SF,0.0104 AC - PERMANENT 20'ZONE 2 BUFFER IMPACT 1 Z o FOR ROAD FILL 290 290 3,219 SF,0.0739 AC PERMANENT STREAM IMPACT 1 ROPOSED GRADE FOR ROAD FILLS 82 LF,450 SF,0.0103 AC I I I �� 285 285 III �' � �, 12.,E 10 o SqNDATE 12"WATERLINE TEMPORARY 30'ZONE 1 / \ IIII //// y►� 0812812023 BUFFER IMPACT 1 I� DRAWN BY FOR 5'CONSTRUCTION BUFFER 331 2V0 280 1,026 SF,0.0236 AC IMPACT 1 S HEADWALL DESIGNED BY• • 331 PERMANENT 30'ZONE 1 BUFFER IMPACT 1 CHECKED BY CROSSING 8"DIP FOR ROAD FILL SANITARY SEWER 4,407 SF,0.1012 AC Mvz • • SCALE CULVERT � v /:iI�,-s� 31" • 275 275 • DISSIPATION PA 10'X 30' �I / SCALE 1"=50' 0 50' 100, 270 270 XISTI G GRADE LEGEND O a / ■ ■ SITE BOUNDARY o 5 - EXISTING CONTOUR ad <= _ 77 LF PROPOSED CONTOUR Q = � 265 36" RCP 265 PROPOSED DRAINAGE EASEMENT o a EXISTING STREAM m r 2: EXISTING WETLANDS o r u Q N co NEUSE RIPARIAN BUFFER ZONE 1 Q Y op op rj Do U a Z a N N o i�i i��i�i�ii NEUSE RIPARIAN BUFFER ZONE 2 w N N N N N 0 50 z EXISTING FORCEMAIN Z Z a� PROFILE SCALE �SAN PROPOSED SEWER a O E 11+50 12+00 13+00 14+00 14+50 IMPACTLEGEND z3 IMPACT 1 CROSS SECTION PERMANENT STREAM - RED O wov HORIZ SCALE: 1"=50' ® TEMPORARY STREAM - BLUE VERT SCALE: 1"=5 PERMANENT 20'ZONE 2 NEUSE RIPARIAN BUFFER- CYAN TEMPORARY 20' ZONE 2 NEUSE RIPARIAN BUFFER- PINK PERMANENT 30'ZONE 1 NEUSE RIPARIAN BUFFER- ORANGE E Know what'sbelow. TEMPORARY 30'ZONE 1 NEUSE RIPARIAN BUFFER- LIME GREEN JI ]08 NO. Call before you dig. 47065 _ ® PERMANENT NO LOSS - DARK PURPLE SHEET N0. _ CWI-2.1 - E E 290 290 ^0 N E V£ w 3 d 0 PROPOSED GRADE aM-2 �2 v a 285 285 PROPOSED GRADE LL i o 290 290 / F N rn z 0 ILI 280 280 285 285 0 EXISTING GRADE 0 0 275 275 280 -280 DATE V 0 0812812023 DRAWN BY 331 DESIGNED BY EXISTING GRADE 270 270 •� 331 • CHECKED BY 275 275 CULVERT 1 mvz • • SCALE • H:1 1=50' V:1'=5' 265 265 270 270 Mf f 00 0 � N NN NN N CULVERT 1 U) L 265 265 9+00 10+00 11+00 12+00 z U IMPACT 1 S HEADWALL PROFILE U O °r° M00HORIZ SCALE: 1"=50' Q a r o �cq 04 VERT SCALE: 1"=5 NIco CO CO a NN NN m z U a D Q 0 a Y 9a 9+50 10+00 11+00 11+50 a 5 IMPACT 1 N HEADWALL PROFILE Z Df Df a a Z � r z w E° HORIZ SCALE: 1"=50' a O z �v VERT SCALE: 1"=5 O 3 0 w 63 0 50 PROFILE SCALE E Know what's below. Call before you dig. JOB = 47065 SHEET ND. _ CWI-2.2 _ r E Ifs; , \ - C, n NE Alt ��/ / \\ — — — \ PERMANENT 30'ZONE 1 BUFFER IMPACT 2B F " 3 FOR DISSIPATION PAD CONSTRUCTION / .2 — 73 SF,0.0017 AC // 11 u 001 MH 103B Z wn / DIP 30' SANITARY SEWER \ — 1 / / F EASEMENT PERMANENT 30'ZONE 1 BUFFER IMPACT 2B S \ FOR DRAINAGE CONSTRUCTION o li \ /\ MH 103C �/ — — I I �` \ \ \ \\ \1 368 SF,0.0084 AC PERMANENT 20'ZONE 2 BUFFER IMPACT 2A FOR MANHOLE INSTALLATION \\ — a — — — — 11 SF,0.0003 AC. 0 PERMANENT 30'ZONE 1 BUFFER IMPACT 2A p DATE FOR SANITARY SEWER CONSTRUCTION o 0812812023 52 SF,0.0012 AC — — � DRAWN BY 331 DESIGNED BY \ I PERMANENT 20'ZONE 2 BUFFER IMPACT 2A \ IN •� 331 FOR SANITARY SEWER CONSTRUCTION I i \ _ • CHECKED BY 3,393 SF,0.0779 AC I \ \/ / \ _ _' \ : • Mvz / J SCALE , • \ / I PERMANENT 20'ZONE 2 BUFFER IMPACT 2B FOR DRAINAGE CONSTRUCTION \ 405 SF,0.0093 AC \ O 3 � Q z UN U a U = � oQ � CID z 0 J O da Uaz 3: w Z E 0 -- ao z z " O (3 Es O > po. c LEGEND z o-. SCALE 1"=25' w °a ■ ■ SITE BOUNDARY m EXISTING CONTOUR m PROPOSED CONTOUR o 0 25' 50, e PROPOSED DRAINAGE EASEMENT z EXISTING STREAM s U EXISTING WETLANDS E� NEUSE RIPARIAN BUFFER ZONE 1 IMPACT LEGEND Know wnat°s below. JOB ND. 1 i i iiiii ii NEUSE RIPARIAN BUFFER ZONE 2 PERMANENT 20'ZONE 2 NEUSE RIPARIAN BUFFER - CYAN = Call before you dig. --fFM--- EXISTING FORCEMAIN 47065 PROPOSED SEWER PERMANENT 30' ZONE 1 NEUSE RIPARIAN BUFFER- ORANGE SHEET NO, 00 CWI-2.3 F E 0 0 N E V£ w 3 d 0 J_6 x d o LL Z p O O OD F = c v F wo o°J p of v z o 0 PERMANENT 30'ZONE 1 BUFFER IMPACT 3A PERMANENT 30'ZONE 1 BUFFER IMPACT 3B FOR SANITARY SEWER STREAM CROSSING FOR DISSIPATION PAD CONSTRUCTION 1,844 SF,0.0423 AC 85 SF,0.0020 AC Q PERMANENT 30'ZONE 1 BUFFER IMPACT 3B TEMPORARY STREAM IMPACT 3A _ FOR DRAINAGE CONSTRUCTION o os12812023DATE FOR SANITARY SEWER % \� ( 240 SF,0.0055 AC STREAM CROSSING DRAWN BY =8" RJ DIP/ 33i 34 LF, 138 SF,0.0032 AC PERMANENT 20'ZONE 2 BUFFER DESIGNED BV t \\ 1 \ IMPACT 3B •� 331 FOR DRAINAGE CONSTRUCTION CHECKED BY MH 102 (5) S \ \ • �� 402 SF,0.0092 AC \��a ----- ---. ___...........:.... ,_•_• '���L '� r�. — • • SCALE PERMANENT 20'ZONE 2 BUFFER IMPACT 3A i°=50 16" STEEL v ��� FOR MANHOLE INSTALLATION � �� `` I �: v � � 129 SF,0.0030 AC PERMANENT 20'ZONE 2 BUFFER IMPACT 3AIL f FOR SANITARY SEWER STREAM CROSSING ` \ j l�i / / \ u" \ PERMANENT ZONE 1 BUFFER IMPACT 3A 1,391 SF,0.0319 AC / �� //� c;: FOR SANITARY SEWER CONSTRUCTION 313 SF,0.0072 AC \ /I ►/ MH103 6' MH101 a 6 z PERMANENT ZONE 2 BUFFER IMPACT 3A FOR SANITARY SEWER CONSTRUCTION u M 2,886 SF,0.0663 AC Q = U o z V a Z a° M U � way o 0 a Z z 2 z D� E� SCALE 1"=50' ov LEGEND O w ■ ■ SITE BOUNDARY 0 50' 100' EXISTING CONTOUR PROPOSED CONTOUR PROPOSED DRAINAGE EASEMENT -- EXISTING STREAM IMPACT LEGEND EXISTING WETLANDS ® NEUSE RIPARIAN BUFFER ZONE 1 TEMPORARY STREAM - BLUE PERMANENT 20' ZONE 2 NEUSE RIPARIAN BUFFER- CYAN JOB NO. Know WhBt'�S b@SOW. �ii��ii �� NEUSE RIPARIAN BUFFER ZONE 2 _ Call before you dig. EXISTING FORCEMAIN 47065 �SAN PROPOSED SEWER PERMANENT 30 ZONE 1 NEUSE RIPARIAN BUFFER- ORANGE SHEET NO. CWI-2.4 F E 280 280 g MH 101 (5) N E TOP 268.74 MH 103A(15 z.. INV IN 254.26 (MH 10 (5')) TOP 272.86 a v INV OUT 254.06 (MH 100 (5')) INV IN 256.27 (MH 103 ) a LL INV OUT 256.07 (MH 103 (6)) �o 2 M 275 275 =v MH 102 (5') x C o Z TOP 268.67 m " PROPOSED GRADE _ �a INV IN 254.84 (MH 103 (6')) � w INV OUT 254.64 (MH 101 (5')) N Z 0 270 — 270 w CENTER L INE O 265 \�^ /�- 265 w \ / EXISTING o ❑ GRADE I \ I DATE I 0 0812812023 DRAWN BY 331 260 I 260 DESIGN 16N • ED BY 84" • 331 • CHECKED BY 35" � M�Z • • SCALE H:1"=50' • V:1"=s' 255 78 LF Li 255 • 83 LF 75 LF g" RJ DIP 8" RJ DIP 16" STEEL 8" PVC - SDR26 @0.51% I @0.51% CL @ 0.50% @ 0.50% 250 250 TOP 266.30 O INV IN 255.45 (MH 103A (5')) Z -J NV IN 262.36 (MH 104) ° 0 INV OUT 255.25 (MH 102 (5')) Q = a 245 245 ° M Z Q o O O DO M u 3 COO COO COO COD CEO COO COO (� a N N N N N N N 0 oN Z Df � d W a� Df z LU E� 10+00 11+00 12+00 13+00 13+50 O z IMPACT 3A PROFILE > 5 cov HORIZ SCALE: 1"=50' w VERT SCALE: 1"=5 3 Ea Know what's below o 0 50 _ Call before you dig. 47065 _ PROFILE SCALE SHEET N0. CWI-2.5 F E 0 0 N E V£ 275 275 ow v d LL fJ� APPROXIMATE STREAM ax o CENTERLINE �_ ° a 270 WOODEN BRIDGE 270 0 o �~ Z DESIGNED BY OTHERS PERMANENT 20'ZONE 2 BUFFER IMPACT 4 PERMANENT 30'ZONE 1 BUFFER IMPACT 4 N FOR GREENWAY CONSTRUCTION FOR GREENWAY CONSTRUCTION w /� 252 SF,0.0058 AC 251 SF,0.0058 AC �, ` o 265 I 265 10 PROPOSED I IV ❑ \ \ \ \� I I l .I I I I l -- \ -.. p DATE GRADE \��_ _\� \� \- _ 6' WOODEN BRIDGE o 08282023 260 EXISTING GRADE 260 ° / \,\��/ / \ --- / 1 � DRAWN BY 331 DESIGNED BY I�1 �� �i-r�-►, r � � , ► rir lei � I � iii � � , r � , —_ — 1.► ► ► � i � �� r �� rig rl ( � 1 ► � rirrerr�i � � 1 I ; _— i t li ` ' . 1 � , ► � .1_�.1� � ���4i.�1 Y i 'i � i � � � � ► c i r .�r 1 �—j CHECKED BY SCALE • � 255 255 V " ` AS SHOWN N N N N TEMPORARY 20'ZONE 2 BUFFER IMPACT 4 FOR 5'PAVED GREENWAY CONSTRUCTION 301 SF,0.0069 AC 9+50 10+00 11+00 12+00 TEMPORARY 30'ZONE 1 BUFFER IMPACT 4 M PACT 4 GREEN WAY PROFILE FOR 5'PAVED GREENWAY CONSTRUCTION O 879 SF,0.0202 AC ENVIRONMENTAL IMPACT 3 HORIZ SCALE: 1"=50' SEE SHEET CWI-2.4 z VERT SCALE: 1"=5 TEMPORARY STREAM IMPACT 4 ° U � n FOR 5'PAVED GREENWAY CONSTRUCTION Q = 17 LF, 103 SF,0.0024 AC r-i o Q z 0 J 0 3 5 Q w U � way � do SCALE 1"=20' z z c') z < O ' o � a 00 LEGEND Z 0 20' 40' O w 0 ■ ■ SITE BOUNDARY EXISTING CONTOUR IMPACT LEGEND 0 50 PROPOSED CONTOUR T' PROFILE SCALE ® TEMPORARY STREAM - BLUE PROPOSED DRAINAGE EASEMENT EXISTING STREAM PERMANENT 20'ZONE 2 NEUSE RIPARIAN BUFFER- CYAN EXISTING WETLANDS s PERMANENT 30 ZONE 1 NEUSE RIPARIAN BUFFER- ORANGE E NEUSE RIPARIAN BUFFER ZONE 1 Know what"sbelow. i ii ii ii ii NEUSE RIPARIAN BUFFER ZONE 2 TEMPORARY 20' ZONE 2 NEUSE RIPARIAN BUFFER- PINK JOB NO. Call before you dig. --F"--- EXISTING FORCEMAIN TEMPORARY 30'ZONE 1 NEUSE RIPARIAN BUFFER- LIGHT GREEN 47065 PROPOSED SEWER SHEET NO. CWI-2.6 F E 0 0 N E V£ w 3 ow v --------------- V z d 0 W �O SOUTH EAST I HEADWALL _ 1 � a / CULVERT 2A ~ w o TEMPORARY 30'ZONE 1 IMPACT 5 - /Y FOR 5'CONSTRUCTION BUFFER / NORTH WEST w 757 SF,0.0174 AC HEADWALL PERMANENT 30'ZONE 1 IMPACT 5 FOR STORM DRAINAGE CONSTRUCTION 0 414 SF,0.0095 AC I / (�/•�, Ir. rI•,lA. �� r TEMPORARY STREAM IMPACT 5 :��a •ii•I%/ •�� r I lr•/�l /� _ a FOR 5'CONSTRUCTION BUFFER — %° � �'-,�•� �'i ��_ i i �i��l, / o41, 0 13 LF, 110 SF,0.0025 ACC DATE DRAWN BY PERMANENT 20'ZONE 2 IMPACT 5 v � 'r �1 ,i Ifk _ 331 FOR ROAD FILL / l j PERMANENT 30'ZONE 1 DBS16NBD BY 4,406 SF,0.10 11 AC \ ' — ��/\ " •� 331 IMPACT5 FOR DISSIPATION CHECKED BY PAD CONSTRUCTION Mvz �I 339 SF,0.0078 AC • SCALE H 1 01 �' ;ti 1 i�%� ''� • 'I I/ I y��I / A ( • \ — r r�it �•I i �". \ I PERMANENT NO LOSS IMPACT 5 FOR DISSIPATION CL PAD CONSTRUCTION _ CO i it / ! CULVERT 213 18 LF, 161 SF,0.0037 AC TEMPORARY 20'ZONE 2 IMPACT 5 SCALE 1"=50' FOR 5'CONSTRUCTION BUFFER 601 SF,0.0138 AC / PERMANENT STREAM IMPACT 5 a / FOR ROAD FILL z ° 0 50' 100, MH 100 (5') / 105 LF, 1,078 SF,0.0247 AC a Ln r V r PERMANENT 30'ZONE 1 IMPACT 5 / — r Q = U r FOR ROAD FILL 1 ° a IMPACT LEGEND 4,63a SF,0.1065 AC z G O J s PERMANENT STREAM - RED Q w Q U � wa° ® TEMPORARY STREAM - BLUE ZDf z PERMANENT 20'ZONE 2 NEUSE RIPARIAN BUFFER- CYAN E �o PERMANENT 30'ZONE 1 NEUSE RIPARIAN BUFFER- ORANGE O z ® LEGEND w PERMANENT NO LOSS - DARK PURPLE �v ■ ■ SITE BOUNDARY TEMPORARY 20'ZONE 2 NEUSE RIPARIAN BUFFER- PINK ------------ EXISTING CONTOUR a= f � TEMPORARY 30' ZONE 1 NEUSE RIPARIAN BUFFER- LIGHT GREEN PROPOSED CONTOUR - PROPOSED DRAINAGE EASEMENT L o EXISTING STREAM EXISTING WETLANDS Know what%below. NEUSE RIPARIAN BUFFER ZONE 1 DBN6 _ Call before you dig. NEUSE RIPARIAN BUFFER ZONE 2 47065 _ --�FM--- EXISTING FORCEMAIN SHEETN0. BAN PROPOSED SEWER CwI-2.7 F.E 0 s PROPOSED GRADE E V£ PROPOSED GRADE 280 280 270 270 z3 w 3 d 0 a O o M 265 265 = v 275 275 ° �x o z a 270 12"WATERLINE 270 260 260 EXISTING o 1 GRADE FORCE MAIN 8" J Fu 265 265 255 255 w DISSIPATION PAD 15'X 30' AL CULVERT 2B LOW FLOW 260 260 250 HIGH FLOCU(LVERT 2'4 — (FLOODPLAIN) 250 ° 104 LF CULVERT 2B 7'X 12' 104 LF o 255 255 245 @ 0 67% TX 12'@0.67% 245 lop, 0 DATE 250 250 240 240 0812812023 DRAWN BY CULVERT 2A 331 EXISTING GRADE O M M Cl M O o ao M O o DESIGNED BY 245 245 � � � o � co � co � "I � L6 •� 331 N NN NN NN NN NN NN N C„ECKED BY • MVZ N ao rr Q co � It • • SCALE � ~ � � : vi 5„_ : ' N N N co N N N 9+50 10+00 11+00 12+00 13+00 14+00 14+50 275 275 IMPACT 5 SE HEADWALL PROFILE o 9+50 10+00 11+00 12+00 13+00 13+50 HORIZ SCALE: 1"=50' M PACT 5 CROSS SECTION 2A 270 PROPOSED GRADE 270 VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 265 265 O EXISTING GRADE � z J A 260 260 ° " U O a a LOW FLOW Q = a HIGH FLOW(STREAM) (FLOODPLAIN) r-i ° L 255 CULVERT 2A CULVERT 2B 255 Z m r U 104 LF 104 LF z Q TX12' TX12' ° a 250 @ 0.67% @0.67% U 250 r/ a < z Z z of a w E� 245 245 z 5 O a/0 v y 3 Op OpCp C`? c) O > v N NN NN NN 0 3 9+00 10+00 11+00 12+00 13+00 13+50 0 • IMPACT 5 NW HEADWALL PROFILE PROFILE SCALE Know whatt below. HORIZ SCALE: 1"=50' 47065 DB 6 @ Call before you dig. � 47065 _ VERT SCALE: 1"=5 S„EETN°. CWI-2.8 F E 0 PERMANENT CONVERSION TO PEM WETLAND IMPACT 6 0 FOR UTILITY CONSTRUCTION E 275 275 247 SF,0.0057 AC z� ~ 3 w 3 PROPOSED GRADE PERMANENT WETLAND IMPACT 6 o W—a FOR DISSIPATION PAD CONSTRUCTION a LL 50 SF,0.0011 AC a 0— �2 v� z" x 270 270 a DISSIPATION PAD 5'X 10' 8" PVC - SDR 26SA 265 F 265 •�.,-� _ _ �� ti o RG z� S @3 t4�•,r ✓, •� ° I Q Q PUMP STATION EXISTING GRADE ^ ( _- �%a / p DATE 260 260 VARIABLE WIDTH I 08282023 PUBLIC UTILITY \ '� �QCO / l ,a lea DNAWN' 331 EASEMENT VQ / • DESIGNED BY 331 TEMPORARY WETLAND IMPACT 6 • CHECKED BY PERMANENT WETLAND IMPACT 6' �1 1 // FOR 5'CONSTRUCTION BUFFER Mvz 255 255 FOR ACCESS ROAD CONSTRUCTION 25 SF,0.0006 AC • SCALE 553 SF,0.0127 AC // / �� i H:i"=50' Fxsrovcso PE i / �\ / / / �• PROPOSED 8" PVC SDR-26 G y� / 250 250 o ao CO 0 0 L6 c6 r; - N N NN N O LEGEND ■ ■ SITE BOUNDARY o 9+50 10+00 11+00 12+00 EXISTING CONTOUR U PROPOSED CONTOUR Q ? U r M PACT 6 PROFILE 5 PROPOSED DRAINAGE EASEMENT ° a HORIZ SCALE: 1"=50' EXISTING STREAM m Z - VERT SCALE: 1"-5 W W EXISTING WETLANDS o Q r NEUSE RIPARIAN BUFFER ZONE 1 Q Y ~ U a z a NEUSE RIPARIAN BUFFER ZONE 2 w EXISTING FORCEMAIN Z Z a 0 �SAN PROPOSED SEWER < 0 E_ 0 50 �v O 3 PROFILE SCALE LU o �v 63 co °' IMPACT LEGEND - o r Z p PERMANENT WETLAND - GREEN Know .what'sbelOW. SCALE 1"=50' ® TEMPORARY WETLAND - MAGENTA 08 NO. Call before you dig. ® PERMANENT CONVERSION TO PEM WETLAND - LIGHT PURPLE 47065 0 50' 100, SHEET NO. _ CWI-2.9 r E E 0 N E V£ w 3 d 0 a O o M NEW PAVEMENT FOR =v ROAD WIDENING X s wo �M \ I N rn0 Z �n PROPOSED RAN N lI i ' : / PERMANENT 30'ZONE 1 BUFFER IMPACT 7 \\ � � � I / fir—�T�; � FOR ROAD WIDENING I// I Il i! \ i o 0 1000 SF,0.0230 AC /L I fir r -x 11 DATE / I / 0812812023 ��I QDRAWN BY Q� 331 TEMPORARY 30'ZONE 1 BUFFER IMPACT 7 DESIGNED BY FOR 5'CONSTRUCTION BUFFER • 331D / 329 SF,0.0076 AC • CHECKED BY � \ ` / • MVZ / \ _/` • • SCALE W • TEMPORARY STREAM IMPACT 7 / / Q � ' I FOR 5'CONSTRUCTION BUFFER z 29 SF,0.0007 AC/ IL SCALE 1"=20' v / Nzy v / o /I �\ LEGEND < ■ ■ SITE BOUNDARY Q 1: PERMANENT 20'ZONE 2 BUFFER IMPACT 7 �� / ------------ EXISTING CONTOUR o Q FOR ROAD WIDENING l / - PROPOSED CONTOUR Z a 819 SF,0.0188 AC TEMPORARY 20'ZONE 2 BUFFER IMPACT 7 m r 2: a FOR 5'CONSTRUCTION BUFFER PROPOSED DRAINAGE EASEMENT 2: D J I I 200 SF,0.0046 AC EXISTING STREAM Q U Q 3 ; w EXISTING WETLANDS � (� < w a� NEUSE RIPARIAN BUFFER ZONE 1 NEUSE RIPARIAN BUFFER ZONE 2 z a O E --�FM--- EXISTING FORCEMAIN a -----------*-SAN PROPOSED SEWER O ° w y 3 o w i IMPACT LEGEND _ PERMANENT 20' ZONE 2 NEUSE RIPARIAN BUFFER- CYAN -- PERMANENT 30'ZONE 1 NEUSE RIPARIAN BUFFER- ORANGE TEMPORARY 20'ZONE 2 NEUSE RIPARIAN BUFFER - PINK _ Know what"s b@IOW. ® TEMPORARY 30'ZONE 1 NEUSE RIPARIAN BUFFER- LIGHT GREEN D6 N0. _ @ Call before you dig. ® � 47065 �_ TEMPORARY STREAM IMPACT- BLUE B„EETNa. CWI-2.10 d- F E 0 \ \ I NE z.. 02.W N \N.\ `� \ I / F v LA \IX %/\I\V \\��\\\ \ \\ � \ \V / �Y /' `�' TEMPORARY WETLAND IMPACT 8 FOR 5'CONSTRUCTION BUFFER w - �� �\IY/ \./ \� ►\\\\ \� /�\\ \ \i\\ ��` +/� 780 SF,0.0179 ACNV 10 Q DRAWN BV 331 \ \\ \\\\` \.\i \\� \ .\\\ \`�—� \ 1� \\ / \ I , / • CHECKED BY L. ��\� \ ` J//',,i \ \\ 1 ' \ • • SCALE cP \ / • i"=zs � cP� \ `\x � • IL PERMANENT WETLAND IMPACT 8 FOR ROAD FILL 6,599 SF,0.1515 AC \ \ z \ o A,\. \\ \ \/ Q � U - ■LEGEND SITE BOUNDARY EXISTING CONTOUR � J PROPOSED CONTOUR Q o Q 3 PROPOSED DRAINAGE EASEMENT u 2. w EXISTING STREAM EXISTING WETLANDS z a O E tY NEUSE RIPARIAN BUFFER ZONE 1 > a O NEUSE RIPARIAN BUFFER ZONE 2 z 3 w ov --�FM--- EXISTING FORCEMAIN �v BAN PROPOSED SEWER o o IMPACT LEGEND 3 z PERMANENT WETLAND - GREEN -_ SCALE 1"=25' TEMPORARY WETLAND - MAGENTA 0 25' 50' ]DB 7065 - 58 4 SHEET No. _ CWI-2.11 r E e 0 s �E = Z r� _ ¢ v 3 / / w lu O / r Q x 91ai Z / _ a —v z / o U v Z p o ol / / / \ / \ / / o EE 0 DATE N1 0812812023 \ \ DRAWN BY \ TEMPORARY WETLAND IMPACT 9 �Y// I \\\�1��/// / J�\WIC// r 331 \ \ \ \ FOR 5 CONSTRUCTION BUFFER / 1 / _ / • DESIGNED BY 129 SF,0.0030 AC \ 1/ • 331 ` �- l - _ � • CHECKED BY MVZ \\ �\_� \ \ \ / \ \ \ / ` ` / / • • SCALE 3 Q Z O Of x LEGEND Q u ■ ■ SITE BOUNDARY o a ------------ EXISTING CONTOUR CID r �_ a PROPOSED CONTOUR � PROPOSED DRAINAGE EASEMENT o Q Q Y F �a EXISTING STREAM U a Z 3 W e, �o W W W EXISTING WETLANDS w z z< O r� NEUSE RIPARIAN BUFFER ZONE 1 Es NEUSE RIPARIAN BUFFER ZONE 2 > o --fFM--- EXISTING FORCEMAIN O Z H BAN PROPOSED SEWER W o. m t� r, s o IMPACT LEGEND z ® TEMPORARY WETLAND - MAGENTA db SCALE 1"=20' � ol 0 20' 40' JOBNO- 4706565 SHEET NO. _ CWI-2.12 H E e 0 s �E = Z r� W W V �M N LL— W LL N rvl a S i c16 u wn Z Lu 4 w ol r \ o oe TEMPORARY WETLAND IMPACT 10 s CONSTRUCTION BUFFER �y DATE 319 SF,0.0073AC 0 8/28/2023 / / / / / ' / / DRAWN BY 331 / I / / / / / I / / / • DESIGNED BY -41 331 /X CHECKED BY // !-� / • MVZ / / / / • • SCALE PERMANENT WETLAND IMPACT 10 \ FOR GRADING / 782 SF,0.0180 AC / , -\' CL K O Qo ri LEGEND Q H D U ■ ■ SITE BOUNDARY ° a ------------ EXISTING CONTOUR m z g PROPOSED CONTOUR o 3 PROPOSED DRAINAGE EASEMENT Q w Q Y o EXISTING STREAM U wN EXISTING WETLANDS W 20 Df z a p E E NEUSE RIPARIAN BUFFER ZONE 1 c� NEUSE RIPARIAN BUFFER ZONE 2 j p£ --�FM--- EXISTING FORCEMAIN z N iSAN PROPOSED SEWER0 w m m co �£ o IMPACT LEGEND e zF PERMANENT WETLAND - GREEN v= SCALE 1"=20' TEMPORARY WETLAND - MAGENTA E 0 20' 40' JOB 4706565 SHEET NO. _ CWI-2.13 v's E e s 0 �E Z r� W W V �M�N LL— W LL N rvl a S � X a K O K T� F c V K H16 N Oro p of v Z O I I I I �I ► 1/ I I ~ w I ► I V I I I I I o I I ► I I I I\ \ ol I I EE 0 0 o � DATE 08/28/2023 / \ 1 DRAWN BY 331 II I 1 / / \ I\ I • DESIGNED BY 331 II CHECKED BY I l \ \ / I I I I 1 1 :• Mvz SCALE I l \ \ 1 TEMPORARY 20'ZONE 2 BUFFER IMPACT 11 FOR 6 CONSTRUCTION BUFFER I \ 100 SF,0.0023 AC 0 I I a I / I ► /� I I LEGEND Q i--i U ■ ■ SITE BOUNDARY ° a ------------ EXISTING CONTOUR z g PROPOSED CONTOUR o 3 PROPOSED DRAINAGE EASEMENT Q w Q Y .o EXISTING STREAM U 3: w N EXISTING WETLANDS W z z p E NEUSE RIPARIAN BUFFER ZONE 1 z ac� NEUSE RIPARIAN BUFFER ZONE 2 j p£ --fFM--- EXISTING FORCEMAIN z N BAN lo PROPOSED SEWER w �m co 00 t� Q z — 3, SCALE 1" ' El IMPACT LEGEND va 0 20' 40' D TEMPORARY 20' ZONE 2 NEUSE RIPARIAN BUFFER - PINK 47065065 SHEET NO. _ CWI-2.14 H E E 275 275 E ~ L 3 3 PROPOSED GRADE a LL �X_2 7 ,2 / OP 0266 3r0 EXISTING GRADE � a z 270 INV IN 255 45 (MH 10 270 0 INV IN 262.36 (MH 104) AP ROX.STREAM PERMANENT 20'ZONE 2 BUFFER IMPACT 12 INV OUT 255.25 (MH 2 (5'�E TER LINE o FOR AERIAL PIER CONSTRUCTION N o 88 SF,0.0020 AC 265 I J 265 I o 0 / o PERMANENT ZONE 2 BUFFER IMPACT 12 I PERMANENT 30'ZONE 1 BUFFER IMPACT 12 \ o FOR AERIAL SEWER CONSTRUCTION FOR AERIAL PIER CONSTRUCTION 260 260 4 910 SF,0.0209 AC 236 SF,0.0054 AC / DATE 0 0812812023 20'TYP. DRAWN BY \ 331 \ ` 14'1"T • DESIGNED BV 70" I 20' • 331 \ 1 \ 255 255 • CHECKED BY SCALE 1"=20' \ \ \ LJ 162 LF : • MV2 SCALE \ 8" RJ DIP AS NO 0 20' 40'\ — �\ \� i 151 L I @ 1.00% �` 16" Ductile Ir n MH 104 • \ \ \ \ r 250 @ 1.00 0 AERIAL PIER,TYP. TOP 269.81 250 INV OUT 263.98 (MH 103 (6')) \ \ 245 245 \ a \ Z 00 0 00 p vvff a N z a0 00 Lf) O) _ '� L6 � � Q U = N N N N NN boa I Cm z G O J 3 \elf u Q 9+50 10+00 11+00 12+00 12+50 U a z TEMPORARY STREAM IMPACT 12 - PERMANENT 30'ZONE 1 BUFFER IMPACT 12 w d= FOR AERIAL SEWER CONSTRUCTION FOR AERIAL SEWER CONSTRUCTION IMPACT 12 PROFILE 5 W a 32 LF, 190 SF,0.0044 AC 1,971 SF,0.0452 AC Df Z HORIZ SCALE: 1"=50' O VERT SCALE: 1"=5 a LEGEND z 21 0 z "_ w oo ■ ■ SITE BOUNDARY EXISTING CONTOUR PROPOSED CONTOUR 0 0 50 03 PROPOSED DRAINAGE EASEMENT -- EXISTING STREAM IMPACT LEGEND PROFILE SCALE EXISTING WETLANDS NEUSE RIPARIAN BUFFER ZONE 1 ® TEMPORARY STREAM - BLUE — Know whattbelow. PERMANENT 20' ZONE 2 NEUSE RIPARIAN BUFFER- CYAN NEUSE RIPARIAN BUFFER ZONE 2 JOB NO. - Callbeforeyoudig. _—�FM—— EXISTING FORCEMAIN PERMANENT 30'ZONE 1 NEUSE RIPARIAN BUFFER- ORANGE 47065 PROPOSED SEWER SHEET NO. _ CWI-2.15 IS E Date: Page: u o� NON-INVASIVE PERMANENT SEEDING C. RECOMMENDATIONS FOR FAL U.9 NON-INVASIVE PERMANENT SEEDING RECOMMENDATIONS PUMP ZONE Ec ?3 FOR LATE WINTER AND EARLY SPRING NON-INVASIVE PERMANENT SEEDING SEEDING MIXTURE a m 3 SEEDING MIXTURE RECOMMENDATIONS FOR SUMMER Species Rate w W"a DISCHARGE MTH STABLE OUTLET U K N Hard Fescue 15 Ibs/acre (NOTE 3)OR ON BEDROCK ACTIVE WORK ZONE OLE Species Rate SEEDING MD(TURE ZSo MAX SUMP M OOL w 0 N Centipede 5 Ibs/acre Species Rate Switchgrass Grass ss 2.5-3.5 I ore* e* ROCK SILT SCREEN a m Indian Grass 5-7 Ibs/acre* Indian Woodoats 1.5-2.5 Ibs/acre* Indian Woodoats 1.5-2.5 Ibs/ac re* Big Bluestem 5 7 Ibs/acre* Virginia Wild Rye 4-6 Ibs/acre* Virginia Wild Rye 4-6 Ibs/acre* Indian Woodoats 1.5-2.5 Ibs/acre* S�EPM s LL Z Virginia Wild Rye 4-6 lbs/acre* INTAKE HOSE N N *Depending upon mix with other species.See table 6.11.d *Depending upon mix with other species. 0 wEC >„ from Chapter 6 of the NC Erosion and Sediment Control See table 6.11.d from Chapter 6 of the NC *Depending upon mix with other species.See table 6.11.d from ~ H_. Ln Planning and Design Manual. Erosion and Sediment Control Planning \ Chapter 6 of the NC Erosion and Sediment Control Planning and N m Z and Design Manual. Design Manual. o Seeding Dates I 1 / F w Coastal or Eastern Piedmont for Centipede-Sept.1-May 1 Seeding Dates Seeding Dates Coastal and Piedmont for Indian Woodoats and Virginia Mountains-July 15-Aug 15 DISCHARGE Mountains-Hard Fescue- Aug 1-June 1 HOSE Piedmont and Coastal-Switchgrass,Indian Grass,Big Bluestem- Wild Rye-Feb 15-April 1 Piedmont-Aug 15-Oct 15 Mountains-Switchgrass,Indian Grass,Big Bluestein--Dec 1-April 15 DEWATERING FLOW Mountains for Indian Woodoats and Virginia Wild Rye- AS°EEI)ED PUMP March 1-May 15 Maintenance: Dec 1-April 1 RAW P ON PUMP EE Indian Woodoats and Virginia Wild Rye SPECIAL ROCK PAD BASN RAW PUMP g y Coastal-Indian Woodoats and Virginia Wild Rye-Sept 1-Nov 1 WITH Root PAD BASE FLOW o Maintenance: are both sun and shade tolerant. i Significant maintenance may be required to obtain desired Maintenance: NOffS cover once centipede is planted.Acceptable for sodding. Hard Fescue is not recommended for slopes>5%.Prefers shade. uN°AMrr AREA ro BE sraeluzED ar THE END of EACH WORK w SEED BED PREPARATION: 2. ROCK SILT SCREENS REWIRED FOR PUMP AROUND V ] OPERATIONS ARE CONSIDERED INCIDENTAL TO PUMPING a G Apply g P (acidity) g g 2 J. STABLE OUTLET TO CONSIST OF ROCK PLACED/N CHANNEL o LIMING-A I lime according to soil lest recommendations.If the H acid' of the soil is not known,an application of round agricultural limestone at the rate of 1 to 1 2 tons/acre on coarse-textured FOR ENERGY DISSIPATION AND 45'ELBOW INSTALLATION AT soils and 2-3 tons/acre on fine-textured soils is usually sufficient.Apply limestone uniformly and incorporate into the top 4-6 inches of soil.Soils with a pH of 6 or higher need not be limed. TIE END OF THE PIPING SO THAT THE WATER DISCHARGES FERTILIZER-Base application rates on soil tests.When these are not possible,apply a 10-10-10 grade fertilizer at 700-1,000 lb/acre.Both fertilizer and lime should be incorporated into the top 4-6 BYRTH DESIG ER THE AIR.TO PUMPW�r WILL BE APPROVED DATE inches of soil.If a hydraulic seeder is used,do not mix seed and fertilizer more than 30 minutes before application. o 0812812023 SURFACE ROUGHENING-If recent tillage operations have resulted in a loose surface additional roughening may not be required,except to break up large clods.If rainfall causes the surface to become sealed or crusted,loosen it just prior to seeding by raking,harrowing,or other suitable methods for fine grading.The finished grade shall be a smooth even soil surface with a loosen DRAWN BY uniformly fine texture.All ridges and depressions shall be removed and filled to provide the approved surface drainage.Planting is to be done immediately after finished grades are obtained and 331 seedbed preparation is completed. NOTES: CONSTRUCTION SEQUENCE • DESIGNED BY 1. Permanent seeding,sodding or other means of stabilization are required when all construction work is completed according to the NPDES timeframe's table. 331 2. A North Carolina Department of Agriculture soils test(or equal)is highly recommended to be obtained for all areas to be seeded,sprigged,sodded or planted. STEP 1 PERIMETER CONTROLS STEP 2 STEP 3 •• CHECKED BY 3. Use a seeding mix that will produce fast growing nurse crops and includes non-invasive species that will eventually provide a permanent groundcover.Soil blankets may be used in lieu of nurse 1. PRIOR TO CLEARING TREES,GRUBBING,OR 1. APPROACH STREAM AND 1. GRADE STREAM CHANNEL SUCH THAT MVZ crops.Mat,tack or crimp mulch,as needed to stabilize seeded areas until root establishment.Mulch must be applied uniformly over the soil with a cover density of at least 80%. DISTURBING THE SITE,CLEAR A 15'WIDE STRIP OF REPLACE CULVERT BEDDING STREAM WATER IS DIVERTED INTO PIPE 1. 4. Ground cover shall be maintained until permanent vegetation is established and stable against accelerated erosion. TREES AND INSTALL DOUBLE ROW OF SILT FENCE SOILS WITH STRUCTURAL FILL • SCALE AND A REINFORCED SILT FENCE OUTLET ALONG THE AND COMPACT SOIL TO 95%. 2. KEEP PORTION OF COFFER DAM IN PLACE NTS _ TOP OF NORTHERN STREAM BANK. DO NOT CROSS COORDINATE WITH OWNER'S FOR ADDITIONAL SUPPORT OF PIPE 1 IF Enwronmenml Quollry OR IMPACT THE STREAM. GEOTECHNICAL TESTING NEEDED. PERMANENT SEEDING RECOMMENDATIONS AGENCY. 2. ENTER THE SITE CLEAR A 15'WIDE STRIP OF TREES 3. REPLACE CULVERT BEDDING SOILS WITH • AND INSTALL DOUBLE ROW OF SILT FENCE AND A 2. INSTALL CULVERT PIPE 1 IN THE STRUCTURAL FILL AND COMPACT SOIL TO REINFORCED SILT FENCE OUTLET ALONG THE TOP OF DRY.(DURING INSTALLATION 95%.COORDINATE WITH OWNER'S SOUTHERN STREAM BANK. DO NOT CROSS OR OF THE CULVERT,EXPOSED GEOTECHNICAL TESTING AGENCY. IMPACT THE STREAM. AREAS NOT BEING WORKED SHOULD BE STABILIZED.) 4. INSTALL PIPE 2 IN THE DRY.(DURING 3. CONTACT THE CIVIL ENGINEER FOR AN INSPECTION INSTALLATION OF THE CULVERT,EXPOSED OF THE INSTALLED SILT FENCE AND WHEN 3. FILL OVER PIPE 1 TO ELEVATION AREAS NOT BEING WORKED SHOULD BE "z APPROVED,INSTALL THE REMAINING EROSION 273 AND INSTALL RIPRAP.KEEP STABILIZED.) CONTROL MEASURES SHOWN IN CONSTRUCTION STREAM FLOWING. SEQUENCE STEP 2 AND 3. 5. DO NOT DISTURB BEYOND 5LF OF THE 4. SURVEY THE EXISTING NORMAL RIPRAP PADS(STREAM BED IMPACTS _ 4. STABILIZE DISTURBED GROUND WITH TEMPORARY STREAMBED ELEVATIONS AT SHALL ONLY BE WITHIN THE LIMITS O i SEEDING AND TEMPORARY SLOPE LININGS DAILY. THE UPSTREAM AND AUTHORIZED BY THE NATIONWIDE DOWNSTREAM ENDS OF THE PERMIT). 5. COORDINATE WITH CIVIL ENGINEER ONCE PERMANENT CULVERT PIPE. z CENTERLINE OF STREAM AND ALIGNMENT OF RECORD THESE ELEVATIONS 6. INSTALL ROAD AND REMAINING CULVERTS ARE CONFIRMED PRIOR TO INSTALLATION. FOR FUTURE REFERENCE. INFRASTRUCTURE. 0 Table 6.10a Temporary Seeding Specifications for Fall U Table 6.10a Table 6.10a Temporary Seeding Specifications for Summer ce 6. INSTALL COFFER DAM AND PUMP WATER AROUND 5. STABILIZE DISTURBED GROUND 7. INSTALL ADDITIONAL EROSION CONTROL Temporary Seeding Specifications Seeding Mixture Spedes Rate(lb/acre) THE WORK AREA. WITH TEMPORARY SEEDING = for Winter and Early Spring Seeding Mixture Spedes Rate(lb/acre) Rye Grain DEVICES AS REQUIRED DURING Q F Y 30 AND TEMPORARY SLOPE CONSTRUCTION. H German Millet 15 UC J a Seeding Mixture Spades Rate(lb/acre) In the Piedmont and Mountains,a small-stemmed sundangrass may 7. COORDINATE WITH NCDEQ TO INSPECT PUMP LININGS DAILY. ,.,/ Z - . IH In the Piedmont and Mountains,a small-stemmed sundangrass may PASS-AROUND DEVICES L.L Rye Grain 30 be substituted at a rate of 601b/acre. B. STABILIZE DISTURBED GROUND WITH A be substituted at a rate of 50lb/acre. N� TEMPORARY SEEDING AND TEMPORARY Seeding Dates Seeding Dates Seeding Dates Im Z W Mountains 15-Aug to 15-Dec SLOPE LININGS DAILY. C Mountains>2500 ft. 15-Feb to 15-May Mountains 15-May to 15-Aug Coastal Plain and 15-Aug to 30-Dec G U Q500 ft. 1-Feb to 1-May Piedmont 1-May to 15-Aug Piedmont Piedmont 1-Jan to 1-May Coastal Plain 15-Apr to 15-Aug / 1 c 000 Coastal Plain 1-Dec to 15-Apr Soil Amendments �•J Soil Amendments Follow recommendations of soil tests or apply 2 ton/acre ground 01 Uri d o Soil Amendments agricultural limestone and 750 lb/acre 10-10-10 fertilizer ILL! s Follow recommendations of soil tests or apply 2 ton/acre ground Follow recommendations of soil tests or apply 2 ton/acre ground W ;,. agricultural limestone and 750 lb/acre 10-10-10 fertilizer agricultural limestone and 750 lb/acre 10-10-10 fertilizer Mulch a E Apply 4,000 lb/acre straw.Anchor straw by tacking with asphalt, c9 Q A N Mulch netting or a mulch anchoring tool.Use 400 gallons of tack per acre `g Apply 4,000 lb/acre straw.Anchor straw by tacking with asphalt, 4,000 lb/acre straw.Anchor straw by tacking with asphalt, or straw covered with pinned netting. z I nettin or a mulch anchorin tool.Use 400 allons of tack er acre netting or a mulch anchoring tool.Use 400 gallons of tack per acreg g g p r straw covered with pinned netting. Maintenanceor straw covered with pinned netting. Repair and refertilize damaged areas immediately.Topdress with " Maintenance I m ce 501b/acre of nitrogen in March.If it is necessary to extent Maintenan Refertilize if growth is not fully adequate.Reseed,refertilize and temporary cover beyond June 1 oversees with extent Kobe = Refertilize if growth is not fully adequate.Reseed,refertilize and mulch immediately following erosion or damage. mulch immediately following erosion or damage. (Piedmont and Coastal Plain) late February or early March o PERMANENT SEED MIX ERNST CONSERVATION SEEDS NC PIEDMONT FACW MIX OR APPROVED EQUAL BY DESIGNER APPLICATION RATE 20 LBS/AC.TO BE PLANTED IN ALL DISTURBED WETLAND AND RIPARIAN AREAS. a PLASTIC NETTING SHOULD NOT BE USED WITHIN WETLANDS OR STREAMS "_= E om JOB NO. a 3 TEMPORARY SEEDING SPECIFICATIONS 47065 SCALE:NOT TO SCALE SHEET NO. _ CWI-3.0 v E E r, s 0 �E Z E r� W W V �M�N LL— W LL N K C C, a S - lD Z J!l X eC K y O K to PLANTING DETAILS = to � _ �� wn �� o SEEDLING /LINER BAREROOT PLANTING DETAIL ZR ad 4 HEALING IN DIBBLE PLANTING METHOD o USING THE KBC PLANTING BAR o 1. Locate a healing-in site in a shady,well protected area. o 2.Excavate a Flat bottom trench 12 inches deep Rod provide drainage. u I I I ~II o 2 inch � DATE _ 0 0812812023 — —I II I I II 1 -1 IEEI� I I I I I I DRAWN BY =11 EI I 331 _I — 1.Insert planting bar 2.Remove planting bat planting b • DESIGNED BY 3.l a9 inches 2 m toward shown and pull handle and place seedling at inar 331 toward planter. correct depth. fromOm seedlingg. planter •• CHECKED BY 3. 8 the trench with 2 inches well • • MVZ rotted sawdust. angle a 2 inch of SCALE well rotted sawdust n a sloping an angle atone end of the trench. • NTS z II II �� III II I I II I I III III II II_ IIIEII� II I I I Id l l=_III I 4.Place a single layer of plants _I I EI—I E I O i against the sloping end so that — I the root collar is at ground level. _ 4.Poll handle of bar 5.Push handle forward 6.Leave compaction toward planters finning firming soil at top, hole open.Water z soil at bottom. thoroughly. .. O ef a Q = PLANTING NOTES: g z LU MM o PLANTING BAG W z z During planting,seedlings shall be kept in a moist OV 0 i canvas bag or similar 5.Place a 2 inch layer of well rotted container to prevent the Q y a rc sawdust over the mob maintsinio$ root systems from drying. U < Q e g e eloping mrgle. tA, d� 1 V) o w w cF Q (D E` EBC PLANTING BAR (3 0 Planting bar shall have a a` blade with a triangular O w tY p m cross section,and shall o� be 12 inches long, 4 inches wide sad 1 inch thick at center. m �5 oS 6.Repeat layers of plants and sawdust "s m necessary,and water thoroughly. ROOT PRUNING All seedlings shall be root v o pruned,if necessary,so that v no roots extend more than 10 inches below the root collar. om A 65 v's E Table-Cambria Riparian Buffer Impacts Summary-Permament Impacts Requiring Mitigation Impact Site Zone 1 Zone 2 (iii)When built upon area is added to the riparian 0)Greenways,trails,sidewalks or linear buffer,equal to or less than 10 feet wide with 4 251 210 pedestrian/bicycle transportation systems: two foot wide shoulders.Shall be located outside Zone 1 unless there is no practical alternative (i)Impact equal to or less than one-tenth of an 7 1,000 819 (y)Road,driveway or railroad-perpendicular acre of riparian buffer crossings of streams and other surface waters (ii)Impact greater than one-tenth of an acre but 1 4,811 3,296 subject to this Rule equal to or less than one-third of an acre of riparian buffer 5 5 40 340 4,406 (i)In Zone 2 if Item(9)of this Rule is complied 2B 405 with 3B 402 (cc)Stormwater Control Measure(SCM)as 2B 368 defined in 15A NCAC 02H.1002 (ii)Installation results in removal of vegetation in 2B 73 Zone 1 36 497 3B 85 (kk)Utility-Sewer Lines—New Line Construction/Installation Activities— Perpendicular crossings of streams and other (i)Construction corridor of less than or equal to surface waters subject to this Rule or 40 linear feet wide and a permanent 3A 1,844 1,391 perpendicular entry into the riparian buffer that maintenance corridor that is equal to or less than does not cross a stream or other surface water 30 feet wide subject to this Rule provided that vegetation is 3 101 allowed to regenerate in disturbed areas outside 3 2,157 4,640 2A 11 (i)Zone 2 impacts 2A 3,4003A 101 (II)Utility-Sewer lines-New Line 3A 2,914 Construction/Installation Activities—Impacts (ii)Zone 1 impacts to less than 2,500 square feet other than perpendicular crossings provided that vegetation is allowed to regenerate in disturbed when impacts are solely the result of tying into areas outside of the permanent maintenance an existing utility line and when grubbing or 2A 52 corridor: grading within 10 feet immediately adjacent to the surface water is avoided (iii)Zone 1 impacts other than those listed above 3A 313 *Temporary riparian buffer impacts do not require mitigiation and are not included in the table. Key: Mitigation not required Mitigation required Appendix D WILDLANDS HOLDINGS Neuse Stream and Wetland Credits Statement of Availability September 7, 2023 Pulte Home Company, LLC Attn: Chris Raughley 1225 Crescent Green Drive, Suite 250 Cary, NC, 27S18 RE: Availability of Stream and Riparian Wetland Credits for the "Cambria" project Bank Name: Falling Creek Umbrella Mitigation Bank Bank Sites: Falling Creek Mitigation Site/McClenny Acres II Mitigation Site Bank Sponsor: Wildlands Holdings III, LLC USACE Action ID No.:SAW-2015-00940/SAW-2017-00552 Permittee: Pulte Home Company, LLC Stream Credits Needed: 374 LF Stream Credits Available: 620 LF Riparian Wetland Credits Needed: 0.38 acres Riparian Wetland Credits Available: 1.01 acres Neuse 03020201 River Basin Dear Mr. Raughley, Wildlands Holdings III, LLC, owned and operated by Wildlands Engineering, Inc., currently has sufficient stream and riparian wetland credits from the Falling Creek Umbrella Mitigation Bank: Falling Creek Mitigation Site and McClenny Acres II Mitigation Site to satisfy the stream and/or wetland mitigation requirements related to the above-mentioned project. The project is located within the Neuse River Basin of the service area (HUC 03020201) of the Bank. Please note that the stream credits will come from our Falling Creek Mitigation Site and the wetland credits will come from our McClenny Acres 11 Mitigation Site. This letter is simply a statement of availability of credits as of the date written. It is neither a guarantee of future credit availability, nor a guarantee of credit pricing. Credits are sold on a first come, first serve basis at the Bank's price at the time an invoice is requested. Invoices reserve both the credits and the price for a period of 30 days. Credits and associated pricing may be reserved for up to 6 months with a signed reservation agreement and a 10%deposit. Final transfer of the credits will be made upon receipt of a copy of the US Army Corps of Engineers Compensatory Mitigation Responsibility Transfer Form approving the Stream and/or wetland mitigation purchase from the Bank and upon receipt of your payment to Wildlands Holdings III, LLC. We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at (704) 332- 7754 x114 or cbrunick@wildlandseng.com if you have any questions or need any additional information. Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street,Suite 104,Charlotte,NC 28203 WILDLANDS HOLDINGS Sincerely, Camden M. Brunick Wildlands Engineering, Inc. Mitigation Credit Sales cbrunick@wildlandseng.com 0: (704) 332-7754 ext. 114 M: (919) 219-6162 Cc: Mr. David Bailey, Regulatory Agent I USACE Mr. Zachary Thomas, Regulatory Agent I NCDWR Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street,Suite 104,Charlotte,NC 28203 WILDLANDS E NGI N E ERINC, Neuse 01 (Falls and Non-Falls Lake Watershed) Riparian Buffer Credits Statement of Availability September 7, 2023 Pulte Home Company, LLC Attn: Chris Raughley 1225 Crescent Green Drive, Suite 250 Cary, NC, 27518 RE: Availability of Riparian Buffer Credits for the "Cambria" project Permittee: Pulte Home Company, LLC Riparian Buffer Credits Needed: 3,723.00 sq.ft. Riparian Buffer Credits Available: 176,833.00 sq.ft. Neuse River Basin (03020201)—Non-Falls and Falls Lake Watershed BANK NAME BANK SPONSOR DWR PROJECT NUMBER Anderson Farm Mitigation Bank Parcel Wildlands Holdings III, LLC 2021-0023v3 Black Dirt Mitigation Bank Parcel Wildlands Holdings III, LLC 2021-0206v2 Cox Pond Mitigation Bank Parcel Wildlands Holdings III, LLC 2020-1942v2 Falling Creek Mitigation Bank Parcel Wildlands Holdings III, LLC 2015-0572v2 Grantham Branch Mitigation Bank Parcel Wildlands Holdings III, LLC 2017-0687v2 Little River Weaver Mitigation Bank Parcel Wildlands Holdings III, LLC 2020-1941v2 Long Pond Mitigation Bank Parcel Wildlands Holdings III, LLC 2019-1639v2 Moccasin Creek Mitigation Bank Parcel Wildlands Holdings III, LLC 2019-0239v2 O'Berry Road Mitigation Bank Parcel Wildlands Holdings III, LLC 2021-0019v2 Rosewood Mitigation Bank Parcel Wildlands Holdings III, LLC 2020-1940v2 Sassarixa Swamp II Mitigation Bank Parcel Wildlands Holdings III, LLC 2019-0661 Thoroughfare Swamp Mitigation Bank Parcel Wildlands Holdings III, LLC 2019-0044v2 Catfish Pond II Mitigation Bank Parcel Wildlands Holdings V, LLC 2018-0196v2 Perry Hill II Mitigation Bank Parcel Wildlands Holdings V, LLC 2019-01570 Wolfe Mitigation Bank Wildlands Holdings V, LLC 2018-0580 Dear Mr. Raughley, Wildlands Holdings III, LLC and Wildlands Holdings V, LLC, owned and operated by Wildlands Engineering, Inc., currently have sufficient riparian buffer credits from the above-mentioned banks to satisfy the riparian buffer mitigation requirements related to your project. The project is located within the service area (HUC 03020201), of the Banks. This letter is simply a statement of availability of credits as of the date written. It is neither a guarantee of future credit availability, nor a guarantee of credit pricing. Credits are sold on a first come, first serve basis at the Bank's price at the time an invoice is requested. Invoices reserve both the credits and the price for a period of 30 days. Credits and associated pricing may be reserved for up to 6 months with a signed reservation agreement and a 10%deposit. Wildlands Holdings III&V, LLC • Wildlands Engineering, Inc • 1430 South Mint Street,Suite 104,Charlotte, NC 28203 tZIP.*0, WILDLANDS ENGINEERING Final transfer of the credits will be made upon receipt of a copy of the 401 Water Quality Certification and Authorization Certificate from the NC Department of Environmental Quality-Division of Water Resources approving the Riparian Buffer mitigation purchase from the Bank and upon receipt of your payment to Wildlands Holdings III, LLC or Wildlands Holdings V, LLC (depending on availability at the time of permit issuance). We will then issue a credit transfer certificate verifying your credit purchase to the North Carolina Division of Water Resources and to you for your records. We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at (704) 332- 7754 x114 or cbrunick@wildlandseng.com if you have any questions or need any additional information. Sincerely, Camden M. Brunick Wildlands Engineering, Inc. Mitigation Credit Sales cbrunick@wildlandseng.com 0: (704) 332-7754 ext. 114 M: (919) 219-6162 Cc: Ms. Katie Merritt, Nutrient Offset& Buffer Banking Coordinator I NC Division of Water Resources Mr. Zachary Thomas, Regulatory Agent I NCDWR Wildlands Holdings III&V,LLC • Wildlands Engineering,Inc • 1430 South Mint Street,Suite 104,Charlotte,NC 28203 NC SAM FIELD ASSESSMENT FORM Accompanies User Manual Version 2.1 USACE AID#: NCDWR#: INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5-minute topographic quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same property, identify and number all reaches on the attached map,and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions and explanations of requested information. Record in the"Notes/Sketch"section if supplementary measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant. NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA(do not need to be within the assessment area). PROJECT/SITE INFORMATION: 1. Project name(if any): Walters Buffaloe 2. Date of evaluation: 10/27/22 3.Applicant/owner name: Pulte Group 4.Assessor name/organization: A.Johnson/Timmons Group 5. County: Wake 6. Nearest named water body 7. River basin: Neuse on USGS 7.5-minute quad: Swift Creek 8. Site coordinates(decimal degrees,at lower end of assessment reach): 35.64923,-78.56641 STREAM INFORMATION: (depth and width can be approximations) SAM-54A1-1 9. Site number(show on attached map): (Stream B) 10. Length of assessment reach evaluated(feet): 117 11. Channel depth from bed(in riffle, if present)to top of bank(feet): 3-5 ❑Unable to assess channel depth. 12. Channel width at top of bank(feet): 5-11 13. Is assessment reach a swamp steam? ❑Yes ❑No 14. Feature type: ®Perennial flow ❑Intermittent flow ❑Tidal Marsh Stream STREAM CATEGORY INFORMATION: 15. NC SAM Zone: ❑ Mountains(M) ® Piedmont(P) ❑ Inner Coastal Plain (I) ❑ Outer Coastal Plain (0) 16. Estimated geomorphic ®Al f El valley shape(skip for Tidal Marsh Stream): (more sinuous stream,flatter valley slope) (less sinuous stream,steeper valley slope) 17.Watershed size: (skip ❑Size 1 (<0.1 mil) ®Size 2(0.1 to<0.5 mil) ❑Size 3(0.5 to<5 mil) ❑Size 4(>_5 mil) for Tidal Marsh Stream) ADDITIONAL INFORMATION: 18.Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area. ❑Section 10 water ❑Classified Trout Waters ❑Water Supply Watershed (❑I ❑II ❑III ❑IV ❑V) ❑Essential Fish Habitat ❑Primary Nursery Area ❑ High Quality Waters/Outstanding Resource Waters ❑Publicly owned property ®NCDWR Riparian buffer rule in effect ❑Nutrient Sensitive Waters ❑Anadromous fish ❑303(d)List ❑CAMA Area of Environmental Concern(AEC) ❑Documented presence of a federal and/or state listed protected species within the assessment area. List species: ❑Designated Critical Habitat(list species) 19.Are additional stream information/supplementary information/supplementary measurements included in"Notes/Sketch"section or attached? ❑Yes ❑No 1. Channel Water-assessment reach metric(skip for Size 1 streams and Tidal Marsh Streams) ®A Water throughout assessment reach. ❑B No flow,water in pools only. ❑C No water in assessment reach. 2. Evidence of Flow Restriction-assessment reach metric ❑A At least 10% of assessment reach in-stream habitat or riffle-pool sequence is severely affected by a flow restriction or fill to the point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impoundment on flood or ebb within the assessment reach (examples: undersized or perched culverts,causeways that constrict the channel,tidal gates,debris jams, beaver dams). ®B Not 3. Feature Pattern-assessment reach metric ❑A A majority of the assessment reach has altered pattern(examples:straightening, modification above or below culvert). ®B Not A 4. Feature Longitudinal Profile-assessment reach metric ❑A Majority of assessment reach has a substantially altered stream profile(examples: channel down-cutting,existing damming,over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these disturbances). ®B Not A 5. Signs of Active Instability-assessment reach metric Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include active bank failure,active channel down-cutting(head-cut),active widening,and artificial hardening(such as concrete, gabion, rip-rap). ®A < 10%of channel unstable ❑B 10 to 25%of channel unstable ❑C >25%of channel unstable 6. Streamside Area Interaction—streamside area metric Consider for the Left Bank(LB)and the Right Bank(RB). LB RB ®A ®A Little or no evidence of conditions that adversely affect reference interaction ❑B ❑B Moderate evidence of conditions (examples: berms, levees, down-cutting, aggradation, dredging)that adversely affect reference interaction(examples: limited streamside area access,disruption of flood flows through streamside area,leaky or intermittent bulkheads,causeways with floodplain constriction, minor ditching[including mosquito ditching]) ❑C ❑C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access [examples: causeways with floodplain and channel constriction,bulkheads,retaining walls,fill,stream incision,disruption of flood flows through streamside area]or too much floodplain/intertidal zone access[examples:impoundments,intensive mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a man-made feature on an interstream divide 7. Water Quality Stressors—assessment reach/intertidal zone metric Check all that apply. ❑A Discolored water in stream or intertidal zone(milky white, blue, unnatural water discoloration,oil sheen,stream foam) ❑B Excessive sedimentation (burying of stream features or intertidal zone) ❑C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem ❑D Odor(not including natural sulfide odors) ❑E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in "Notes/Sketch" section. ❑F Livestock with access to stream or intertidal zone ❑G Excessive algae in stream or intertidal zone ❑H Degraded marsh vegetation in the intertidal zone(removal, burning, regular mowing,destruction, etc) ❑I Other: (explain in"Notes/Sketch"section) Si Little to no stressors 8. Recent Weather—watershed metric(skip for Tidal Marsh Streams) For Size 1 or 2 streams, D1 drought or higher is considered a drought;for Size 3 or 4 streams, D2 drought or higher is considered a drought. ❑A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours ❑B Drought conditions and rainfall exceeding 1 inch within the last 48 hours ®C No drought conditions 9. Large or Dangerous Stream—assessment reach metric ❑Yes ®No Is stream is too large or dangerous to assess? If Yes,skip to Metric 13(Streamside Area Ground Surface Condition). 10. Natural In-stream Habitat Types—assessment reach metric 10a. ❑Yes ❑No Degraded in-stream habitat over majority of the assessment reach (examples of stressors include excessive sedimentation, mining, excavation, in-stream hardening [for example, rip-rap], recent dredging, and snagging) (evaluate for Size 4 Coastal Plain streams only,then skip to Metric 12) 10b. Check all that occur(occurs if>5%coverage of assessment reach)(skip for Size 4 Coastal Plain streams) ❑A Multiple aquatic macrophytes and aquatic mosses 7, N ❑F 5%oysters or other natural hard bottoms (include liverworts, lichens,and algal mats) F_ CO ❑G Submerged aquatic vegetation ®B Multiple sticks and/or leaf packs and/or emergent o ❑H Low-tide refugia(pools) vegetation N Ell Sand bottom ❑C Multiple snags and logs(including lap trees) L ❑J 5%vertical bank along the marsh ®D 5% undercut banks and/or root mats and/or roots 0 2 ❑K Little or no habitat in banks extend to the normal wetted perimeter ❑E Little or no habitat *********************************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS**************************** 11. Bedform and Substrate—assessment reach metric(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 1la. ®Yes ❑No Is assessment reach in a natural sand-bed stream?(skip for Coastal Plain streams) 11b. Bedform evaluated. Check the appropriate box(es). ®A Riffle-run section(evaluate 11c) ®B Pool-glide section(evaluate 11d) ❑C Natural bedform absent(skip to Metric 12,Aquatic Life) 11c. In riffle sections,check all that occur below the normal wetted perimeter of the assessment reach—whether or not submerged. Check at least one box in each row(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams). Not Present(NP)=absent, Rare (R)= present but< 10%, Common (C)_ > 10-40%, Abundant(A) _ >40-70%, Predominant(P)_ > 70%. Cumulative percentages should not exceed 100%for each assessment reach. NP R C A P ® ❑ ❑ ❑ ❑ Bedrock/saprolite ® ❑ ❑ ❑ ❑ Boulder(256—4096 mm) ❑ ❑ ❑ ® ❑ Cobble(64—256 mm) ❑ ❑ ® ❑ ❑ Gravel(2—64 mm) ❑ ❑ ® ❑ ❑ Sand (.062—2 mm) ❑ ® ❑ ❑ ❑ Silt/clay(<0.062 mm) ❑ ❑ ® ❑ ❑ Detritus ® ❑ ❑ ❑ ❑ Artificial(rip-rap,concrete,etc.) 11d. ❑Yes ®No Are pools filled with sediment?(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 12. Aquatic Life—assessment reach metric(skip for Tidal Marsh Streams) 12a. ®Yes ❑No Was an in-stream aquatic life assessment performed as described in the User Manual? If No,select one of the following reasons and skip to Metric 13. ❑No Water ❑Other: 12b. ®Yes ❑No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check all that apply. If No,skip to Metric 13. 1 >1 Numbers over columns refer to"individuals"for Size 1 and 2 streams and"taxa"for Size 3 and 4 streams. ❑ ❑Adult frogs ❑ ❑Aquatic reptiles ❑ ❑Aquatic macrophytes and aquatic mosses(include liverworts, lichens,and algal mats) ❑ ❑Beetles ❑ ❑Caddisfly larvae(T) ❑ ❑Asian clam (Corbicula) ® ❑Crustacean (isopod/amphipod/crayfish/shrimp) ❑ ❑Damselfly and dragonfly larvae ❑ ❑Dipterans ❑ ❑Mayfly larvae(E) ❑ ❑Megaloptera(alderfly,fishfly,dobsonfly larvae) ❑ ❑Midges/mosquito larvae ❑ ❑Mosquito fish (Gambusia)or mud minnows(Umbra pygmaea) ❑ ❑Mussels/Clams(not Corbicula) ❑ ®Other fish ® ❑Salamanders/tadpoles ❑ ❑Snails ❑ ❑Stonefly larvae(P) ❑ ❑Tipulid larvae ❑ ❑Worms/leeches 13. Streamside Area Ground Surface Condition—streamside area metric(skip for Tidal Marsh Streams and B valley types) Consider for the Left Bank(LB)and the Right Bank(RB). Consider storage capacity with regard to both overbank flow and upland runoff. LB RB ®A ®A Little or no alteration to water storage capacity over a majority of the streamside area ❑B ❑B Moderate alteration to water storage capacity over a majority of the streamside area ❑C ❑C Severe alteration to water storage capacity over a majority of the streamside area(examples: ditches,fill,soil compaction, livestock disturbance, buildings, man-made levees,drainage pipes) 14. Streamside Area Water Storage—streamside area metric(skip for Size 1 streams,Tidal Marsh Streams,and B valley types) Consider for the Left Bank(LB)and the Right Bank(RB)of the streamside area. LB RB ❑A ❑A Majority of streamside area with depressions able to pond water>_6 inches deep ❑B ❑B Majority of streamside area with depressions able to pond water 3 to 6 inches deep ®C ®C Majority of streamside area with depressions able to pond water<3 inches deep 15. Wetland Presence—streamside area metric(skip for Tidal Marsh Streams) Consider for the Left Bank(LB)and the Right Bank(RB). Do not consider wetlands outside of the streamside area or within the normal wetted perimeter of assessment reach. LB RB ❑Y ❑Y Are wetlands present in the streamside area? ®N ®N 16. Baseflow Contributors—assessment reach metric(skip for Size 4 streams and Tidal Marsh Streams) Check all contributors within the assessment reach or within view of and draining to the assessment reach. ®A Streams and/or springs(jurisdictional discharges) ❑B Ponds(include wet detention basins;do not include sediment basins or dry detention basins) ❑C Obstruction passing flow during low-flow periods within the assessment area(beaver dam, leaky dam, bottom-release dam,weir) ❑D Evidence of bank seepage or sweating(iron in water indicates seepage) ®E Stream bed or bank soil reduced (dig through deposited sediment if present) ❑F None of the above 17. Baseflow Detractors—assessment area metric(skip for Tidal Marsh Streams) Check all that apply. ❑A Evidence of substantial water withdrawals from the assessment reach(includes areas excavated for pump installation) ❑B Obstruction not passing flow during low-flow periods affecting the assessment reach (ex:watertight dam,sediment deposit) ❑C Urban stream(>_24%impervious surface for watershed) ❑D Evidence that the streamside area has been modified resulting in accelerated drainage into the assessment reach ❑E Assessment reach relocated to valley edge ®F None of the above 18. Shading—assessment reach metric(skip for Tidal Marsh Streams) Consider aspect. Consider"leaf-on"condition. ®A Stream shading is appropriate for stream category(may include gaps associated with natural processes) ❑B Degraded(example: scattered trees) ❑C Stream shading is gone or largely absent 19. Buffer Width—streamside area metric(skip for Tidal Marsh Streams) Consider"vegetated buffer"and "wooded buffer"separately for left bank(LB)and right bank(RB)starting at the top of bank out to the first break. Vegetated Wooded LB RB LB RB ®A ®A ®A ®A >_ 100 feet wide or extends to the edge of the watershed ❑B ❑B ❑B ❑B From 50 to< 100 feet wide El El ❑C ❑C From 30 to<50 feet wide ❑D ❑D ❑D ❑D From 10 to<30 feet wide ❑E ❑E ❑E ❑E < 10 feet wide or no trees 20. Buffer Structure—streamside area metric(skip for Tidal Marsh Streams) Consider for left bank(LB)and right bank(RB)for Metric 19("Vegetated"Buffer Width). LB RB ®A ❑A Mature forest ❑B ®B Non-mature woody vegetation or modified vegetation structure ❑C ❑C Herbaceous vegetation with or without a strip of trees< 10 feet wide ❑D ❑D Maintained shrubs ❑E ❑E Little or no vegetation 21. Buffer Stressors—streamside area metric(skip for Tidal Marsh Streams) Check all appropriate boxes for left bank(LB)and right bank(RB). Indicate if listed stressor abuts stream(Abuts),does not abut but is within 30 feet of stream(<30 feet),or is between 30 to 50 feet of stream(30-50 feet). If none of the following stressors occurs on either bank,check here and skip to Metric 22: Abuts <30 feet 30-50 feet LB RB LB RB LB RB ❑A ❑A ❑A ❑A ❑A ❑A Row crops ❑B ❑B ❑B ❑B ❑B ❑B Maintained turf El El ❑C ❑C El ❑C Pasture(no livestock)/commercial horticulture ❑D ❑D ❑D ❑D ❑D ❑D Pasture(active livestock use) 22. Stem Density—streamside area metric(skip for Tidal Marsh Streams) Consider for left bank(LB)and right bank(RB)for Metric 19("Wooded" Buffer Width). LB RB ®A ®A Medium to high stem density ❑B ❑B Low stem density ❑C ❑C No wooded riparian buffer or predominantly herbaceous species or bare ground 23. Continuity of Vegetated Buffer—streamside area metric(skip for Tidal Marsh Streams) Consider whether vegetated buffer is continuous along stream(parallel). Breaks are areas lacking vegetation> 10 feet wide. LB RB ®A ®A The total length of buffer breaks is<25 percent. ❑B ❑B The total length of buffer breaks is between 25 and 50 percent. ❑C ❑C The total length of buffer breaks is>50 percent. 24. Vegetative Composition—streamside area metric(skip for Tidal Marsh Streams) Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first)as it contributes to assessment reach habitat. LB RB ❑A ®A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native species, with non-native invasive species absent or sparse. ®B ❑B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native species. This may include communities of weedy native species that develop after clear-cutting or clearing or communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or communities missing understory but retaining canopy trees. ❑C ❑C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities with non-native invasive species dominant over a large portion of expected strata or communities composed of planted stands of non-characteristic species or communities inappropriately composed of a single species or no vegetation. 25. Conductivity—assessment reach metric(skip for all Coastal Plain streams) 25a. ❑Yes ®No Was conductivity measurement recorded? If No,select one of the following reasons. ❑No Water ❑Other: 25b. Check the box corresponding to the conductivity measurement(units of microsiemens per centimeter). ❑A <46 ❑B 46 to<67 ❑C 67 to<79 ❑D 79 to<230 ❑E >_230 Notes/Sketch: According to the USACE Antecedent Precipitation Tool,conditions onsite were normal and under a moderate drought;however,the U.S. Drought Monitor indicated the site was not experiencing drought conditions at the time of the evaluation. For drought classifications, NC SAM relies on the U.S. Drought Monitor, therefore, for the purposes of NC SAM, it was determined drought conditions were not present. The left bank of the stream is"a"valley type and right bank"b"valley type,therefore,the stream was evaluated as an"a"valley type.Japanese honeysuckle(Lonicera japonica) and Chinese privet (Ligustrum sinense), both non-native invasive species, were present throughout the left streamside area, but not dominant. The streamside area contained mostly native species. The channel has experienced some down-cutting but has reformed. Both the left and right banks in the assessment area are undercut,with a few sections of instability,but not more than 10%of the channel(no bank failure or falling trees). Draft NC SAM Stream Rating Sheet Accompanies User Manual Version 2.1 Stream Site Name Walters Buffaloe Date of Assessment 10/27/22 Stream Category Pa2 Assessor Name/Organization A. Johnson/Timmons Group Notes of Field Assessment Form (Y/N) YES Presence of regulatory considerations (Y/N) YES Additional stream information/supplementary measurements included (Y/N) NC SAM feature type(perennial, intermittent,Tidal Marsh Stream) Perennial USACE/ NCDWR Function Class Rating Summary All Streams Intermittent (1) Hydrology HIGH (2)Baseflow HIGH (2) Flood Flow HIGH (3)Streamside Area Attenuation HIGH (4) Floodplain Access HIGH (4)Wooded Riparian Buffer HIGH (4)Microtopography LOW (3)Stream Stability HIGH (4)Channel Stability HIGH (4)Sediment Transport HIGH (4)Stream Geomorphology HIGH (2)Stream/Intertidal Zone Interaction NA (2)Longitudinal Tidal Flow NA (2)Tidal Marsh Stream Stability NA (3)Tidal Marsh Channel Stability NA (3)Tidal Marsh Stream Geomorphology NA (1)Water Quality HIGH (2)Baseflow HIGH (2)Streamside Area Vegetation HIGH (3)Upland Pollutant Filtration HIGH (3)Thermoregulation HIGH (2) Indicators of Stressors NO (2)Aquatic Life Tolerance MEDIUM (2)Intertidal Zone Filtration NA (1) Habitat HIGH (2) In-stream Habitat HIGH (3)Baseflow HIGH (3)Substrate HIGH (3)Stream Stability HIGH (3) In-stream Habitat HIGH (2)Stream-side Habitat HIGH (3)Stream-side Habitat HIGH (3)Thermoregulation HIGH (2)Tidal Marsh In-stream Habitat NA (3)Flow Restriction NA (3)Tidal Marsh Stream Stability NA (4)Tidal Marsh Channel Stability NA (4)Tidal Marsh Stream Geomorphology NA (3)Tidal Marsh In-stream Habitat NA (2)Intertidal Zone NA Overall HIGH NC SAM FIELD ASSESSMENT FORM Accompanies User Manual Version 2.1 USACE AID#: NCDWR#: INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5-minute topographic quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same property, identify and number all reaches on the attached map,and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions and explanations of requested information. Record in the"Notes/Sketch"section if supplementary measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant. NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA(do not need to be within the assessment area). PROJECT/SITE INFORMATION: 1. Project name(if any): Walters Buffaloe 2. Date of evaluation: 10/27/22 3.Applicant/owner name: Pulte Group 4.Assessor name/organization: A.Johnson/Timmons Group 5. County: Wake 6. Nearest named water body 7. River basin: Neuse on USGS 7.5-minute quad: Swift Creek 8. Site coordinates(decimal degrees,at lower end of assessment reach): 35.64827,-78.56786 STREAM INFORMATION: (depth and width can be approximations) SAM-54B1-1 9. Site number(show on attached map): (Stream E) 10. Length of assessment reach evaluated(feet): 100 11. Channel depth from bed(in riffle, if present)to top of bank(feet): 6-10 ❑Unable to assess channel depth. 12. Channel width at top of bank(feet): 3-11 13. Is assessment reach a swamp steam? ❑Yes ❑No 14. Feature type: ❑Perennial flow ®Intermittent flow ❑Tidal Marsh Stream STREAM CATEGORY INFORMATION: 15. NC SAM Zone: ❑ Mountains(M) ® Piedmont(P) ❑ Inner Coastal Plain (I) ❑ Outer Coastal Plain (0) 16. Estimated geomorphic ❑Al f ®B valley shape(skip for Tidal Marsh Stream): (more sinuous stream,flatter valley slope) (less sinuous stream,steeper valley slope) 17.Watershed size: (skip ®Size 1 (<0.1 mil) ❑Size 2(0.1 to<0.5 mil) ❑Size 3(0.5 to<5 mil) ❑Size 4(>_5 mil) for Tidal Marsh Stream) ADDITIONAL INFORMATION: 18.Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area. ❑Section 10 water ❑Classified Trout Waters ❑Water Supply Watershed (❑I ❑II ❑III ❑IV ❑V) ❑Essential Fish Habitat ❑Primary Nursery Area ❑ High Quality Waters/Outstanding Resource Waters ❑Publicly owned property ®NCDWR Riparian buffer rule in effect ❑Nutrient Sensitive Waters ❑Anadromous fish ❑303(d)List ❑CAMA Area of Environmental Concern(AEC) ❑Documented presence of a federal and/or state listed protected species within the assessment area. List species: ❑Designated Critical Habitat(list species) 19.Are additional stream information/supplementary information/supplementary measurements included in"Notes/Sketch"section or attached? ❑Yes ❑No 1. Channel Water-assessment reach metric(skip for Size 1 streams and Tidal Marsh Streams) ❑A Water throughout assessment reach. ❑B No flow,water in pools only. ®C No water in assessment reach. 2. Evidence of Flow Restriction-assessment reach metric ❑A At least 10% of assessment reach in-stream habitat or riffle-pool sequence is severely affected by a flow restriction or fill to the point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impoundment on flood or ebb within the assessment reach (examples: undersized or perched culverts,causeways that constrict the channel,tidal gates,debris jams, beaver dams). ®B Not 3. Feature Pattern-assessment reach metric ❑A A majority of the assessment reach has altered pattern(examples:straightening, modification above or below culvert). ®B Not A 4. Feature Longitudinal Profile-assessment reach metric ®A Majority of assessment reach has a substantially altered stream profile(examples: channel down-cutting,existing damming,over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these disturbances). ❑B Not A 5. Signs of Active Instability-assessment reach metric Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include active bank failure,active channel down-cutting(head-cut),active widening,and artificial hardening(such as concrete, gabion, rip-rap). ®A < 10%of channel unstable ❑B 10 to 25%of channel unstable ❑C >25%of channel unstable 6. Streamside Area Interaction—streamside area metric Consider for the Left Bank(LB)and the Right Bank(RB). LB RB ❑A ❑A Little or no evidence of conditions that adversely affect reference interaction ❑B ❑B Moderate evidence of conditions (examples: berms, levees, down-cutting, aggradation, dredging)that adversely affect reference interaction(examples: limited streamside area access,disruption of flood flows through streamside area,leaky or intermittent bulkheads,causeways with floodplain constriction, minor ditching[including mosquito ditching]) ®C ®C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access [examples: causeways with floodplain and channel constriction,bulkheads,retaining walls,fill,stream incision,disruption of flood flows through streamside area]or too much floodplain/intertidal zone access[examples:impoundments,intensive mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a man-made feature on an interstream divide 7. Water Quality Stressors—assessment reach/intertidal zone metric Check all that apply. ❑A Discolored water in stream or intertidal zone(milky white, blue, unnatural water discoloration,oil sheen,stream foam) ❑B Excessive sedimentation (burying of stream features or intertidal zone) ❑C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem ❑D Odor(not including natural sulfide odors) ❑E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in "Notes/Sketch" section. ❑F Livestock with access to stream or intertidal zone ❑G Excessive algae in stream or intertidal zone ❑H Degraded marsh vegetation in the intertidal zone(removal, burning, regular mowing,destruction, etc) ❑I Other: (explain in"Notes/Sketch"section) Si Little to no stressors 8. Recent Weather—watershed metric(skip for Tidal Marsh Streams) For Size 1 or 2 streams, D1 drought or higher is considered a drought;for Size 3 or 4 streams, D2 drought or higher is considered a drought. ❑A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours ❑B Drought conditions and rainfall exceeding 1 inch within the last 48 hours ®C No drought conditions 9. Large or Dangerous Stream—assessment reach metric ❑Yes ®No Is stream is too large or dangerous to assess? If Yes,skip to Metric 13(Streamside Area Ground Surface Condition). 10. Natural In-stream Habitat Types—assessment reach metric 10a. ❑Yes ❑No Degraded in-stream habitat over majority of the assessment reach (examples of stressors include excessive sedimentation, mining, excavation, in-stream hardening [for example, rip-rap], recent dredging, and snagging) (evaluate for Size 4 Coastal Plain streams only,then skip to Metric 12) 10b. Check all that occur(occurs if>5%coverage of assessment reach)(skip for Size 4 Coastal Plain streams) ❑A Multiple aquatic macrophytes and aquatic mosses 7, N ❑F 5%oysters or other natural hard bottoms (include liverworts, lichens,and algal mats) F_ CO ❑G Submerged aquatic vegetation ❑B Multiple sticks and/or leaf packs and/or emergent o ❑H Low-tide refugia(pools) vegetation N Ell Sand bottom El Multiple snags and logs(including lap trees) L El 5%vertical bank along the marsh ®D 5% undercut banks and/or root mats and/or roots 0 2 ❑K Little or no habitat in banks extend to the normal wetted perimeter ❑E Little or no habitat *********************************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS**************************** 11. Bedform and Substrate—assessment reach metric(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 1la. ®Yes ❑No Is assessment reach in a natural sand-bed stream?(skip for Coastal Plain streams) 11b. Bedform evaluated. Check the appropriate box(es). ❑A Riffle-run section(evaluate 11c) ®B Pool-glide section(evaluate 11d) ❑C Natural bedform absent(skip to Metric 12,Aquatic Life) 11c. In riffle sections,check all that occur below the normal wetted perimeter of the assessment reach—whether or not submerged. Check at least one box in each row(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams). Not Present(NP)=absent, Rare (R)= present but< 10%, Common (C)_ > 10-40%, Abundant(A) _ >40-70%, Predominant(P)_ > 70%. Cumulative percentages should not exceed 100%for each assessment reach. NP R C A P ❑ ❑ ❑ ❑ ❑ Bedrock/saprolite ❑ ❑ ❑ ❑ ❑ Boulder(256—4096 mm) ❑ ❑ ❑ ❑ ❑ Cobble(64—256 mm) ❑ ❑ ❑ ❑ ❑ Gravel(2—64 mm) ❑ ❑ ❑ ❑ ❑ Sand (.062—2 mm) ❑ ❑ ❑ ❑ ❑ Silt/clay(<0.062 mm) ❑ ❑ ❑ ❑ ❑ Detritus ❑ ❑ ❑ ❑ ❑ Artificial(rip-rap,concrete,etc.) 11d. ❑Yes ®No Are pools filled with sediment?(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 12. Aquatic Life—assessment reach metric(skip for Tidal Marsh Streams) 12a. ❑Yes ®No Was an in-stream aquatic life assessment performed as described in the User Manual? If No,select one of the following reasons and skip to Metric 13. ®No Water ❑Other: 12b. ❑Yes ❑No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check all that apply. If No,skip to Metric 13. 1 >1 Numbers over columns refer to"individuals"for Size 1 and 2 streams and"taxa"for Size 3 and 4 streams. ❑ ❑Adult frogs ❑ ❑Aquatic reptiles ❑ ❑Aquatic macrophytes and aquatic mosses(include liverworts, lichens,and algal mats) ❑ ❑Beetles ❑ ❑Caddisfly larvae(T) ❑ ❑Asian clam (Corbicula) ❑ ❑Crustacean (isopod/amphipod/crayfish/shrimp) ❑ ❑Damselfly and dragonfly larvae ❑ ❑Dipterans ❑ ❑Mayfly larvae(E) ❑ ❑Megaloptera(alderfly,fishfly,dobsonfly larvae) ❑ ❑Midges/mosquito larvae ❑ ❑Mosquito fish (Gambusia)or mud minnows(Umbra pygmaea) ❑ ❑Mussels/Clams(not Corbicula) ❑ ❑Other fish ❑ ❑Salamanders/tadpoles ❑ ❑Snails ❑ ❑Stonefly larvae(P) ❑ ❑Tipulid larvae ❑ ❑Worms/leeches 13. Streamside Area Ground Surface Condition—streamside area metric(skip for Tidal Marsh Streams and B valley types) Consider for the Left Bank(LB)and the Right Bank(RB). Consider storage capacity with regard to both overbank flow and upland runoff. LB RB ®A ®A Little or no alteration to water storage capacity over a majority of the streamside area ❑B ❑B Moderate alteration to water storage capacity over a majority of the streamside area ❑C ❑C Severe alteration to water storage capacity over a majority of the streamside area(examples: ditches,fill,soil compaction, livestock disturbance, buildings, man-made levees,drainage pipes) 14. Streamside Area Water Storage—streamside area metric(skip for Size 1 streams,Tidal Marsh Streams,and B valley types) Consider for the Left Bank(LB)and the Right Bank(RB)of the streamside area. LB RB ❑A ❑A Majority of streamside area with depressions able to pond water>_6 inches deep ❑B ❑B Majority of streamside area with depressions able to pond water 3 to 6 inches deep ®C ®C Majority of streamside area with depressions able to pond water<3 inches deep 15. Wetland Presence—streamside area metric(skip for Tidal Marsh Streams) Consider for the Left Bank(LB)and the Right Bank(RB). Do not consider wetlands outside of the streamside area or within the normal wetted perimeter of assessment reach. LB RB ❑Y ❑Y Are wetlands present in the streamside area? ®N ®N 16. Baseflow Contributors—assessment reach metric(skip for Size 4 streams and Tidal Marsh Streams) Check all contributors within the assessment reach or within view of and draining to the assessment reach. ❑A Streams and/or springs(jurisdictional discharges) ❑B Ponds(include wet detention basins;do not include sediment basins or dry detention basins) ❑C Obstruction passing flow during low-flow periods within the assessment area(beaver dam, leaky dam, bottom-release dam,weir) ❑D Evidence of bank seepage or sweating(iron in water indicates seepage) ®E Stream bed or bank soil reduced (dig through deposited sediment if present) ❑F None of the above 17. Baseflow Detractors—assessment area metric(skip for Tidal Marsh Streams) Check all that apply. ❑A Evidence of substantial water withdrawals from the assessment reach(includes areas excavated for pump installation) ❑B Obstruction not passing flow during low-flow periods affecting the assessment reach (ex:watertight dam,sediment deposit) ❑C Urban stream(>_24%impervious surface for watershed) ❑D Evidence that the streamside area has been modified resulting in accelerated drainage into the assessment reach ❑E Assessment reach relocated to valley edge ®F None of the above 18. Shading—assessment reach metric(skip for Tidal Marsh Streams) Consider aspect. Consider"leaf-on"condition. ®A Stream shading is appropriate for stream category(may include gaps associated with natural processes) ❑B Degraded(example: scattered trees) ❑C Stream shading is gone or largely absent 19. Buffer Width—streamside area metric(skip for Tidal Marsh Streams) Consider"vegetated buffer"and "wooded buffer"separately for left bank(LB)and right bank(RB)starting at the top of bank out to the first break. Vegetated Wooded LB RB LB RB ®A ®A ®A ®A >_ 100 feet wide or extends to the edge of the watershed ❑B ❑B ❑B ❑B From 50 to< 100 feet wide El El ❑C ❑C From 30 to<50 feet wide ❑D ❑D ❑D ❑D From 10 to<30 feet wide ❑E ❑E ❑E ❑E < 10 feet wide or no trees 20. Buffer Structure—streamside area metric(skip for Tidal Marsh Streams) Consider for left bank(LB)and right bank(RB)for Metric 19("Vegetated"Buffer Width). LB RB ❑A ❑A Mature forest ®B ®B Non-mature woody vegetation or modified vegetation structure ❑C ❑C Herbaceous vegetation with or without a strip of trees< 10 feet wide ❑D ❑D Maintained shrubs ❑E ❑E Little or no vegetation 21. Buffer Stressors—streamside area metric(skip for Tidal Marsh Streams) Check all appropriate boxes for left bank(LB)and right bank(RB). Indicate if listed stressor abuts stream(Abuts),does not abut but is within 30 feet of stream(<30 feet),or is between 30 to 50 feet of stream(30-50 feet). If none of the following stressors occurs on either bank,check here and skip to Metric 22: Abuts <30 feet 30-50 feet LB RB LB RB LB RB ❑A ❑A ❑A ❑A ❑A ❑A Row crops ❑B ❑B ❑B ❑B ❑B ❑B Maintained turf El El ❑C ❑C El ❑C Pasture(no livestock)/commercial horticulture ❑D ❑D ❑D ❑D ❑D ❑D Pasture(active livestock use) 22. Stem Density—streamside area metric(skip for Tidal Marsh Streams) Consider for left bank(LB)and right bank(RB)for Metric 19("Wooded" Buffer Width). LB RB ®A ®A Medium to high stem density ❑B ❑B Low stem density ❑C ❑C No wooded riparian buffer or predominantly herbaceous species or bare ground 23. Continuity of Vegetated Buffer—streamside area metric(skip for Tidal Marsh Streams) Consider whether vegetated buffer is continuous along stream(parallel). Breaks are areas lacking vegetation> 10 feet wide. LB RB ®A ®A The total length of buffer breaks is<25 percent. ❑B ❑B The total length of buffer breaks is between 25 and 50 percent. ❑C ❑C The total length of buffer breaks is>50 percent. 24. Vegetative Composition—streamside area metric(skip for Tidal Marsh Streams) Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first)as it contributes to assessment reach habitat. LB RB ❑A ®A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native species, with non-native invasive species absent or sparse. ®B ❑B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native species. This may include communities of weedy native species that develop after clear-cutting or clearing or communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or communities missing understory but retaining canopy trees. ❑C ❑C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities with non-native invasive species dominant over a large portion of expected strata or communities composed of planted stands of non-characteristic species or communities inappropriately composed of a single species or no vegetation. 25. Conductivity—assessment reach metric(skip for all Coastal Plain streams) 25a. ❑Yes ®No Was conductivity measurement recorded? If No,select one of the following reasons. ❑No Water ❑Other: 25b. Check the box corresponding to the conductivity measurement(units of microsiemens per centimeter). ❑A <46 ❑B 46 to<67 ❑C 67 to<79 ❑D 79 to<230 ❑E >_230 Notes/Sketch: According to the USACE Antecedent Precipitation Tool,conditions onsite were normal and under a moderate drought;however,the U.S. Drought Monitor indicated the site was not experiencing drought conditions at the time of the evaluation. For drought classifications, NC SAM relies on the U.S. Drought Monitor, therefore, for the purposes of NC SAM, it was determined drought conditions were not present. The left bank of the stream is"a"valley type and right bank"b"valley type,therefore,the stream was evaluated as an"a"valley type.Japanese honeysuckle(Lonicera japonica) and Chinese privet (Ligustrum sinense), both non-native invasive species, were present throughout the left streamside area, but not dominant. The streamside area contained mostly native species. The channel has experienced some down-cutting but has reformed. Both the left and right banks in the assessment area are undercut,with a few sections of instability, but not more than 10%of the channel.One large tree has fallen in the stream due to bank failure. Draft NC SAM Stream Rating Sheet Accompanies User Manual Version 2.1 Stream Site Name Walters Buffaloe Date of Assessment 10/27/22 Stream Category Pb1 Assessor Name/Organization A. Johnson/Timmons Group Notes of Field Assessment Form (Y/N) YES Presence of regulatory considerations (Y/N) YES Additional stream information/supplementary measurements included (Y/N) NC SAM feature type(perennial, intermittent,Tidal Marsh Stream) Intermittent USACE/ NCDWR Function Class Rating Summary All Streams Intermittent (1) Hydrology MEDIUM MEDIUM (2)Baseflow HIGH HIGH (2) Flood Flow MEDIUM MEDIUM (3)Streamside Area Attenuation LOW LOW (4) Floodplain Access LOW LOW (4)Wooded Riparian Buffer HIGH HIGH (4)Microtopography NA NA (3)Stream Stability HIGH HIGH (4)Channel Stability HIGH HIGH (4)Sediment Transport HIGH HIGH (4)Stream Geomorphology MEDIUM MEDIUM (2)Stream/Intertidal Zone Interaction NA NA (2)Longitudinal Tidal Flow NA NA (2)Tidal Marsh Stream Stability NA NA (3)Tidal Marsh Channel Stability NA NA (3)Tidal Marsh Stream Geomorphology NA NA (1)Water Quality HIGH HIGH (2)Baseflow HIGH HIGH (2)Streamside Area Vegetation HIGH HIGH (3)Upland Pollutant Filtration HIGH HIGH (3)Thermoregulation HIGH HIGH (2) Indicators of Stressors NO NO (2)Aquatic Life Tolerance OMITTED NA (2)Intertidal Zone Filtration NA NA (1) Habitat HIGH HIGH (2) In-stream Habitat HIGH HIGH (3)Baseflow HIGH HIGH (3)Substrate HIGH HIGH (3)Stream Stability MEDIUM MEDIUM (3) In-stream Habitat HIGH HIGH (2)Stream-side Habitat HIGH HIGH (3)Stream-side Habitat MEDIUM MEDIUM (3)Thermoregulation HIGH HIGH (2)Tidal Marsh In-stream Habitat NA NA (3)Flow Restriction NA NA (3)Tidal Marsh Stream Stability NA NA (4)Tidal Marsh Channel Stability NA NA (4)Tidal Marsh Stream Geomorphology NA NA (3)Tidal Marsh In-stream Habitat NA NA (2)Intertidal Zone NA NA Overall HIGH HIGH Appendix E United States Department of the Interior #� FISH AND WILDLIFE SERVICE i�c 03 �/ Raleigh Ecological Services Field Office Post Office Box 33726 Raleigh,NC 27636-3726 Phone: (919)856-4520 Fax: (919)856-4556 In Reply Refer To: August 04, 2023 Project Code: 2023-0113180 Project Name: Cambria Subject: List of threatened and endangered species that may occur in your proposed project location or may be affected by your proposed project To Whom It May Concern: The enclosed species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended(16 U.S.C. 1531 et seq.). If your project area contains suitable habitat for any of the federally-listed species on this species list, the proposed action has the potential to adversely affect those species. If suitable habitat is present, surveys should be conducted to determine the species'presence or absence within the project area. The use of this species list and/or North Carolina Natural Heritage program data should not be substituted for actual field surveys. New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information.An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered 08/04/2023 2 species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts)that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act(42 U.S.C. 4332(2) (c)). For projects other than major construction activities, the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12. If a Federal agency determines, based on the Biological Assessment or biological evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: http://www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF Migratory Birds: In addition to responsibilities to protect threatened and endangered species under the Endangered Species Act(ESA), there are additional responsibilities under the Migratory Bird Treaty Act(MBTA) and the Bald and Golden Eagle Protection Act(BGEPA)to protect native birds from project-related impacts.Any activity, intentional or unintentional, resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by the U.S. Fish and Wildlife Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more information regarding these Acts see https://www.fws.gov/birds/policies-and-regulations.php. The MBTA has no provision for allowing take of migratory birds that may be unintentionally killed or injured by otherwise lawful activities. It is the responsibility of the project proponent to comply with these Acts by identifying potential impacts to migratory birds and eagles within applicable NEPA documents (when there is a federal nexus) or a Bird/Eagle Conservation Plan (when there is no federal nexus). Proponents should implement conservation measures to avoid or minimize the production of project-related stressors or minimize the exposure of birds and their resources to the project-related stressors. For more information on avian stressors and recommended conservation measures see https://www.fws.gov/birds/bird-enthusiasts/threats-to- birds.php. In addition to MBTA and BGEPA, Executive Order 13186: Responsibilities of Federal Agencies to Protect Migratory Birds, obligates all Federal agencies that engage in or authorize activities that might affect migratory birds, to minimize those effects and encourage conservation measures that will improve bird populations. Executive Order 13186 provides for the protection of both migratory birds and migratory bird habitat. For information regarding the implementation of Executive Order 13186, please visit https://www.fws.govibirds/policies-and-regulations/ executive-orders/e0-13186.php. 08/04/2023 3 We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Code in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Attachment(s): ■ Official Species List • Migratory Birds 08/04/2023 1 OFFICIAL SPECIES LIST This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Raleigh Ecological Services Field Office Post Office Box 33726 Raleigh, NC 27636-3726 (919) 856-4520 08/04/2023 2 PROJECT SUMMARY Project Code: 2023-0113180 Project Name: Cambria Project Type: Residential Construction Project Description: Proposed residential development. Project Location: The approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/(a)35.65045005,-78.57616601868399,14z 84+[uguWv r0 a canes. 3n � C3rFCouFBe �G1re1 �v- L' Counties: Wake County, North Carolina 08/04/2023 3 ENDANGERED SPECIES ACT SPECIES There is a total of 9 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheries1, as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. 1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. MAMMALS NAME STATUS Tricolored Bat Perimyotis sub flavus Proposed No critical habitat has been designated for this species. Endangered Species profile:httpss://ecos.fws.gov/ecp/species/10515 BIRDS NAME STATUS Red-cockaded Woodpecker Picoides borealis Endangered No critical habitat has been designated for this species. Species profile:https:Hecos.fws.gov/ecp/species/7614 AMPHIBIANS NAME STATUS Neuse River Waterdog Necturus lewisi Threatened There is final critical habitat for this species.Your location does not overlap the critical habitat. Species profile:https:Hecos.fws.gov/ecp/species/6772 FISHES NAME STATUS Carolina Madtom Noturus furiosus Endangered There is final critical habitat for this species.Your location does not overlap the critical habitat. Species profile:https://ecos.fws.gov/ecp/species/528 08/04/2023 4 CLAMS NAME STATUS Atlantic Pigtoe Fusconaia masoni Threatened There is final critical habitat for this species.Your location does not overlap the critical habitat. Species profile:https://ecos.fws.gov/ecp/species/5164 Dwarf Wedgemussel Alasmidonta heterodon Endangered No critical habitat has been designated for this species. Species profile:https:Hecos.fws.gov/ecp/species/784 Yellow Lance Elliptio lanceolata Threatened There is final critical habitat for this species.Your location does not overlap the critical habitat. Species profile:https:Hecos.fws.gov/ecp/species/4511 INSECTS NAME STATUS Monarch Butterfly Danaus plexippus Candidate No critical habitat has been designated for this species. Species profile:https:Hecos.fws.gov/ecp/species/9743 FLOWERING PLANTS NAME STATUS Michaux's Sumac Rhus michauxii Endangered No critical habitat has been designated for this species. Species profile:https:Hecos.fws.gov/ecp/species/5217 CRITICAL HABITATS THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. YOU ARE STILL REQUIRED TO DETERMINE IF YOUR PROJECT(S)MAY HAVE EFFECTS ON ALL ABOVE LISTED SPECIES. 08/04/2023 MIGRATORY BIRDS Certain birds are protected under the Migratory Bird Treaty Act! and the Bald and Golden Eagle Protection Act2. Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described below. 1. The Migratory Birds Treaty Act of 1918. 2. The Bald and Golden Eagle Protection Act of 1940. 3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a) The birds listed below are birds of particular concern either because they occur on the USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your project location.To learn more about the levels of concern for birds on your list and how this list is generated, see the FAQ below. This is not a list of every bird you may find in this location, nor a guarantee that every bird on this list will be found in your project area. To see exact locations of where birders and the general public have sighted birds in and around your project area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing the relative occurrence and abundance of bird species on your list are available. Links to additional information about Atlantic Coast birds, and other important information about your migratory bird list, including how to properly interpret and use your migratory bird report, can be found below. For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at the top of your list to see when these birds are most likely to be present and breeding in your project area. BREEDING NAME SEASON American Kestrel Falco sparverius paulus Breeds Apr 1 to This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions Aug 31 (SCRs)in the continental USA htWs:Hecos.fws.gov/ecp/species/9587 Bald Eagle Haliaeetus leucocephalus Breeds Sep 1 to This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention Jul 31 because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. 08/04/2023 2 BREEDING NAME SEASON Brown-headed Nuthatch Sitta pusilla Breeds Mar 1 to This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions Jul 15 (BCRs)in the continental USA Chimney Swift Chaetura pelagica Breeds Mar 15 This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Aug 25 and Alaska. Eastern Whip-poor-will Antrostomus voci ferns Breeds May 1 to This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA Aug 20 and Alaska. Kentucky Warbler Oporornis formosus Breeds Apr 20 This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Aug 20 and Alaska. Prairie Warbler Dendroica discolor Breeds May 1 to This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA Jul 31 and Alaska. Prothonotary Warbler Protonotaria citrea Breeds Apr 1 to This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA Jul 31 and Alaska. Red-headed Woodpecker Melanerpes erythrocephalus Breeds May 10 This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Sep 10 and Alaska. Rusty Blackbird Euphagus carolinus Breeds This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions elsewhere (BCRs)in the continental USA Wood Thrush Hylocichla mustelina Breeds May 10 This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Aug 31 and Alaska. PROBABILITY OF PRESENCE SUMMARY The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read and understand the FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret this report. Probability of Presence (■) Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a particular week of the year. (A year is represented as 12 4-week months.)A taller bar indicates a higher probability of species presence. The survey effort(see 08/04/2023 3 below) can be used to establish a level of confidence in the presence score. One can have higher confidence in the presence score if the corresponding survey effort is also high. How is the probability of presence score calculated?The calculation is done in three steps: 1. The probability of presence for each week is calculated as the number of survey events in the week where the species was detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25. 2. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2. 3. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. Breeding Season ( ) Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across its entire range. If there are no yellow bars shown for a bird, it does not breed in your project area. Survey Effort (1) Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 64 surveys. No Data (—) A week is marked as having no data if there were no survey events for that week. Survey Timeframe Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this is areas off the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is currently much more sparse. ■probability of presence breeding season I survey effort —no data SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC American Kestrel ++++ ++++ ++++ i+++ ++++ ++++ + III I I I I I +++ +++ ++++ ++++ BCC-BCR 08/04/2023 4 Bald Eagle 1111 1i11 l�l I $ I $2 I }IJ Jill Illp +o++ +j�� 1 ji 1111Jill Vulnerable --- ---- ---- � ���� Brown-headed Nuthatch 11111111 Jill Jill Mill Jill Jill Jill Jill Jill BCC-BCRChimney 11 BCC R ngewlide ft ++++ ++++ AL 1111 lj�� F ++++ ++++ (CON) --- wall ern Whip-Poor- ++++ ++++ ++++ ++++ Jill Jill Jill Jill ++++ ++++ ++++ ++++ BCC Rangewide (CON) Kentucky Warbler ++++ ++++ ++++ +++, ,ill III J Jill IJ� + ++++ ++++ ++++ ++++ BCC Rangewide (CON) Prairie Warbler BCC Rangewide ++++ ++++ ++++ +,++ +J J+ +ill J& ++++ 1+11 ++++ ++++ ++++ (CON) Prothonotary Warbler ++++ ++++ ++++ IIII IIII Jill Jill + ++++ +++ ++++ ++++ ++++ BCC Rangewide (CON) Red-headed r Woodpecker 0++2 ++++ ++++ ++++ 411 ++ + ++++ ++„ ++I+ ++++ +,+, BCC Rangewide TTTT —' (CON) Rusty Blackbird Jill 1111111+ ,++.+ ++++ ++++ ++++ ++++ ++++ +++1 +IJJ Jill BCC-BCR Wood Thrush BCC Rangewide ++++ ++++ ++++ +11111111INO +111 +1 +11+ ++++ ++ i (CON) Additional information can be found using the following links: ■ Birds of Conservation Concern https://www.fws.gov/program/migratory-birds/species ■ Measures for avoiding and minimizing impacts to birds https://www.fws.gov/librarr�/ collections/avoiding-and-minimizing-incidental-take-migratory • Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/ documents/nationwide-standard-conservation-measures.pdf MIGRATORY BIRDS FAQ Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds. Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any location year round. Implementation of these measures is particularly important when birds are most likely to occur in the project area. When birds may be breeding in 08/04/2023 5 the area, identifying the locations of any active nests and avoiding their destruction is a very helpful impact minimization measure. To see when birds are most likely to occur and be breeding in your project area, view the Probability of Presence Summary. Additional measures or permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present on your project site. What does IPaC use to generate the list of migratory birds that potentially occur in my specified location? The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCQ and other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s)which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore activities or development. Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the Rapid Avian Information Locator(RAIL) Tool. What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my specified location? The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian Knowledge Network(AKN). This data is derived from a growing collection of survey, banding, and citizen science datasets. Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me about these graphs" link. How do I know if a bird is breeding,wintering or migrating in my area? To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-round), you may query your location using the RAIL Tool and look at the range maps provided for birds in your area at the bottom of the profiles provided for each bird in your results. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur in your project area, there may be nests present at some point within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not breed in your project area. What are the levels of concern for migratory birds? 08/04/2023 6 Migratory birds delivered through IPaC fall into the following distinct categories of concern: 1. 'BCC Rangewide" birds are Birds of Conservation Concern (BCC)that are of concern throughout their range anywhere within the USA(including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands); 2. 'BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and 3. "Non-BCC -Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Eagle Act requirements (for eagles) or(for non-eagles) potential susceptibilities in offshore areas from certain types of development or activities (e.g. offshore energy development or longline fishing). Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can implement to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics. Details about birds that are potentially affected by offshore projects For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides birds that may be helpful to you in your project review.Alternately, you may download the bird model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic Outer Continental Shelf project webpage. Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including migration. Models relying on survey data may not include this information. For additional information on marine bird tracking data, see the Diving Bird Study and the nanotag studies or contact Caleb Spiegel or Pam Lorin. What if I have eagles on my list? If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts occur. Proper Interpretation and Use of Your Migratory Bird Report The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ "What does IPaC use to generate the migratory birds potentially occurring in my specified location". Please be aware this report provides the "probability of presence" of birds within the 10 km grid cell(s)that overlap your project; not your exact project footprint. On the graphs provided, please also look carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no data" indicator (a red horizontal bar).A high survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of 08/04/2023 7 certainty about presence of the species. This list is not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be there, and if they might be breeding (which means nests might be present). The list helps you know what to look for to confirm presence, and helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities, should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell me about conservation measures I can implement to avoid or minimize impacts to migratory birds" at the bottom of your migratory bird trust resources page. 08/04/2023 8 IPAC USER CONTACT INFORMATION Agency: Timmons Group Name: Amanda Johnson Address: 5410 Trinity Rd Address Line 2: Suite 102 City: Raleigh State: NC Zip: 27607 Email amanda.johnson@timmons.com Phone: 9195323248 Roy Cooper,Governor 0 MEN ■■ IF NC DEPARTMENT OF D.Reid Wilson,Secretary i ! ■■k�■A NATURAL AND CULTURAL RESOURCES ■ ■■■ Misty Buchanan Deputy Director,Natural Heritage Program NCNHDE-22907 August 4, 2023 Amanda Johnson Timmons Group 5410 Trinity Rd., Suite 102 Raleigh, NC 27607 RE: Cambria Dear Amanda Johnson: The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information about natural heritage resources for the project referenced above. Based on the project area mapped with your request, a query of the NCNHP database indicates that there are no records for rare species, important natural communities, natural areas, and/or conservation/managed areas within the proposed project boundary. Please note that although there may be no documentation of natural heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists. In the event that rare species are found within the project area, please contact the NCNHP so that we may update our records. The attached 'Potential Occurrences' table summarizes rare species and natural communities that have been documented within a one-mile radius of the property boundary. The proximity of these records suggests that these natural heritage elements may potentially be present in the project area if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one-mile radius of the project area, if any, are also included in this report. If a Federally-listed species is found within the project area or is indicated within a one-mile radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here: https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37. Please note that natural heritage element data are maintained for the purposes of conservation planning, project review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions. Information provided by the NCNHP database may not be published without prior written notification to the NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP data may not be redistributed without permission. The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally- listed species are documented near the project area. If you have questions regarding the information provided in this letter or need additional assistance, please contact Rodney A. Butler at rod nev.butler(�)ncdcr.gov or 919-707-8603. Sincerely, NC Natural Heritage Program DEPARTMENT OF NATURAL.AND CULTURAL RESOURCES 1:1 W.JONES STREET,RALEIGI 4_NC 27fiO3 - 1651 MAIL SERVICE CENTER,RALCIGH.NC 27699 OFC 915707.9120 • FA 919.707.4121 Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area Cambria August 4, 2023 NCNHDE-22907 Element Occurrences Documented Within a One-mile Radius of the Project Area Taxonomic EO ID Scientific Name Common Name ast Element Accuracy Federal State Global State Group Observation Occurrence Status Status Rank Rank Date Rank Dragonfly or 32043 Coryphaeschna ingens Regal Darner 2004-Pre H? 5-Very --- Significantly G5 S2? Damselfly Low Rare Dragonfly or 33753 Somatochlora Coppery Emerald 2004-Pre H? 5-Very --- Significantly G3G4 Sl? Damselfly georgiana Low Rare No Natural Areas are Documented Within a One-mile Radius of the Project Area No Managed Areas are Documented Within a One-mile Radius of the Project Area Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.orq/helip. Data query generated on August 4,2023;source: NCNHP,Spring (April)2023. Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database. Page 2 of 3 NCNHDE-22907: Cambria a, ❑ w 396 fr :7 379 ft White Oak Ra V St Augustine's o College Golf �a O CilfFord Rd = covrse x o` r c r Z' rhPf L m rh1r 377ft pv j F �ha, 35afr 4 i / i / i / i c / a � c / % %N1nsL / / N W+E F 33 0-65 1,3 Miles S August 4,2023 Q Buffered Project Boundary Q Project Boundary Sources:Esn,Airbus G5,USGS,NGA.NASA,CGIAR,N Robinson,NCEAS, NLS, 05. NMA, GeodalaslyfNsen, Rilks—terstaal, GSA, 'e' 7B d, MAA, IMermap and the GIS user wmmunity Snurc Esri, NE RE- Gamin, FAO, NOAA, VSGS, 0 Op"SVWMap i=lnbutrns,w,,[ne GIS V6er Commuorty Page 3 of 3 Appendix F (9FR EHLI & 1 ROBERTSON Assess. Manage. Consult. July 19, 2021 Jamie Davis Director of Land Acquisition—Raleigh Division Pulte Group 1225 Crescent Green Drive,Suite 250 Cary, North Carolina 27518 Email:Jamie.Davis@PuIteGroup.com Re: Review of Historic Resources and Protected Species New Bethel Assemblage New Bethel Road and Win Road Garner, Wake County, North Carolina 27529 F&R Project: 59Z-0203 Mr. Davis: Froehling&Robertson, Inc., (F&R) presents herein the results of the informal historical resources and protected species review conducted at the above-mentioned site. SUMMARY The following is a summary of our findings and is not intended to replace more detailed information contained elsewhere in this report. F&R reviewed information at the North Carolina State Historic Preservation Office (SHPO) and submitted a Request for Comments (RFC) letter to SHPO. The RFC letter included basic project information and documentation of F&R's information review. SHPO responded the department has "no comment on the project as proposed" and "are aware of no historic resources which would be affected by the project". Additionally, F&R reviewed information from the North Carolina Department of Environmental Quality—Natural Heritage Program (NC NHP) and the U.S. Fish and Wildlife Service (USFWS) in order to determine if protected species are likely to be affected. Based on a review of the NHP response letter and the USFWS Information for Planning and Consultation (IPaC) official species list for the project site, seven federally protected species have been identified that may occur in the proposed project location. However, critical habitat was not identified within the project area and F&R's field observations did not identify obvious suitable habitat for the identified species. Based upon this information, it appears that the proposed project is not likely to adversely affect federally or state listed threatened and endangered species or their designated critical habitats. PURPOSE The purpose of the Historical Resources Review was to gain an understanding of what historic, cultural, and/or archeological resources as protected by the National Historic Preservation Act are present within the immediate vicinity of the project site.The purpose of the Protected (threatened &endangered)Species review was to gain an understanding of what biological resources as protected by the state and federal Endangered Species Acts are present within the immediate vicinity of the project site.The purpose of the North Carolina Natural Heritage A Minority-Owned Business (9 Program (NCNHP) review is to gain an understanding of the records for rare species, important natural communities, natural areas, and/or conservation or managed areas within the project boundary. PROJECT SITE According to Client-provided information, the Property consists of six contiguous, irregular-shaped parcels of land (excluding portions of two of the parcels) totaling approximately 128 acres.The Property is located along the north side of New Bethel Church Road and west side of Interstate 40, northwest of the intersection of these two roads in Garner,Wake County, North Carolina.The Property is identified by Wake County PINs 1629518996 (28.44 acres), 1629715058 (north side of New Bethel Church Road, approximately 41 acres), 1629803590 (2.0 acres), 1629805447 (1.44 acres), 1629807999 (west side of Interstate 40, approximately 18 acres), and 1629828615 (west side of Interstate 40, approximately 38 acres). The Property currently consists of wooded land and planted pines. A stream is located on the eastern-central portion of the Property, which flows from west to east. A natural gas easement extends across the central portion of the Property in an east to west orientation.A dilapidated tobacco barn and dilapidated storage shed were observed on the southeastern portion of the Property.The Property also contains asphalt-paved ingress, egress and parking areas, landscaped areas and a wooded area. The Property is located in a rural area of residential, agricultural, and institutional development and is bound to the north and south by wooded, residential, and agricultural land; to the east by Interstate 40, beyond which is wooded, residential, and agricultural land; and to the west by Hebron Church Road, beyond which is South Garner High School. A Property topographic map adapted from the USGS 7.5 Minute Topographic Quadrangle Map "Garner, NC" dated 2013 is included as Figure 2 in the attachments. SCOPE OF WORK The informal rare & endangered species and historical resources review was conducted in general accordance with F&R's Proposal No. 2159-00356, dated May 17, 2021. INFORMAL SURVEY HISTORIC RESOURCES REVIEW F&R visited the SHPO GIS Website to review the most current information. Based on F&R's review of 7.5 — Minute USGS Topographic Quadrangle Map and the supporting literature available at the SHPO GIS website, sites listed on the National Register(NR) or the Study List (SL) for the NR were not identified on the project site nor determined eligible for listing (DOE) on the National Register of Historic Places. Furthermore, the project site is not on the Study List(SL)for the National Register nor does the project site have a Local Designation (LD). However, two sites were identified on the Surveyed List within 1,000 feet of the Property, including: House (WA6385) and House (WA7624). In addition, Meadowbrook Country Club (WA5104) was identified adjacent to the north of the Property on the NR and was listed in 2009. F&R sent a Request for Comments (RFC) Letter to SHPO.The letter included the above project information and the results of F&R's review. SHPO responded to the RFC with a letter dated July 19, 2021. SHPO responded the department has"no comment on the project as proposed"and"are aware of no historic resources which would be affected by the project". A copy of the response letter is attached. Pulte Group New Bethel Assemblage—Protected Resources F&R Project No. 59Z-0203 2 July 19,2021 (9 PROTECTED SPECIES REVIEW F&R visited the NC NHP Data Explorer to review the most current information regarding protected species. Based on F&R's review of the 7.5—Minute USGS Topographic Quadrangle Map"Garner, NC"and the supporting literature available in the NC NHP Data Explorer, the project site is not located within an officially designated wilderness area or wildlife preserve. In addition, listed or proposed listed threatened species, or listed or proposed endangered species,or designated critical habitats are not mapped at the project site. Managed Areas and NHP Natural Areas were not identified in the vicinity of the Property or depicted within the project site on the Data Explorer map. Additionally,the U.S. Fish and Wildlife Service (USFWS) IPaC list did not identify critical habitat areas within the project area. However, seven threatened, endangered, or candidate species are included on the official USFWS list of protected species that may occur in the proposed project location. Listed species include: • Red-cockaded Woodpecker(Picoides borealis)—Status: Endangered (bird); • Neuse River Waterdog (Necturus lewisi)—Status: Proposed Threatened (amphibian); • Carolina Madtom (Noturus furiosus)—Status: Proposed Endangered (fish); • Atlantic Pigtoe (Fusconaia masoni)—Status: Proposed Threatened (clam); • Dwarf Wedgemussel (Alasmidonta heterodon)—Status: Endangered (clam); • Yellow Lance (Elliptio lanceolate)—Status:Threatened (clam); and • Michaux's Sumac (Rhus michauxii)—Status: Endangered (flowering plant). F&R's field observations did not identify obvious suitable habitat for the above-identified species. However, if suitable habitat is determined to be present within the disturbance area during future development of the site, a formal survey may be required in order to determine the species' presence or absence within the project area. Based upon this information, it appears that the proposed project is not likely to adversely affect federally or state listed threatened and endangered species or their designated critical habitats.Copies of the NHP response and USFWS IPaC letter are attached. CONCLUSIONS The North Carolina State Historic Preservation office (SHPO) responded the department has "no comment on the project as proposed" and "are aware of no historic resources which would be affected by the project". The Natural Heritage Program has provided a response that includes a table of Potential Occurrences that may occur within a one mile radius of the project site. Based on a review of this information,there do not appear to be species listed by NHP that would be adversely affected by the proposed project. Based on a review of the USFWS IPaC official species list for the project site, seven federally protected species have been identified that may occur in the proposed project location. However,critical habitat was not identified within the project area and F&R's field observations did not identify obvious suitable habitat for the identified species. Based upon this information, it appears that the proposed project is not likely to adversely affect federally or state listed threatened and endangered species or their designated critical habitats. Pulte Group New Bethel Assemblage—Protected Resources F&R Project No. 59Z-0203 3 July 19,2021 (9 LIMITATIONS This report has been prepared for the exclusive use of KB Home (the Client), and their assigns, for this specific project.These services have been provided in accordance with generally accepted environmental practices. No other warranty,expressed,or implied, is made. F&R did not perform a detailed field study for rare&endangered species or an intensive historical resources survey, including an archaeological assessment. Our observations were based upon conditions readily visible at the site at the time of our visit. If additional information becomes available which may affect our conclusions and recommendations, we request the opportunity to review the information, and reserve the right to modify our report, as warranted. F&R, by virtue of providing the services described herein, does not assume the responsibility of the person(s) in charge of the site, or otherwise undertake responsibility for reporting to any local, state, or federal public agencies any conditions at the site which may present a potential concern to public health, safety, or the environment. It is F&R's understanding that the client will notify appropriate regulatory agencies as required. CLOSURE Please do not hesitate to contact us if you have any questions or comments. Respectfully Submitted, FROEHLING & ROBERTSON, INC. 9&1-� Lourdes Barallobre, GIT Alyssa S. Budlong, PG Environmental Scientist Practice Leader, Due Diligence Services Attachments: NC SHPO Response Letter NC Natural Heritage Program Response U.S. Fish &Wildlife Service IPaC Letter Figures Photos Pulte Group New Bethel Assemblage—Protected Resources F&R Project No. 59Z-0203 4 July 19,2021 6�STAT£ Q ;�Quun v6"• North Carolina Department of Natural and Cultural Resources State Historic Preservation Office Ramona M.Bartos,Administrator Governor Roy Cooper Secretary D.Reid Wilson July 19, 2021 Lourdes Barallobre lbarallobreAfandr.com Froehling&Robertson 310 Hubert Street Raleigh,NC 27603 Re: Construct New Bethel Assemblage,New Bethel Church Road&Win Road, Garner, Wake County, ER 21-1439 Dear Ms. Barallobre: Thank you for your letter of May 25, 2021, regarding the above-referenced undertaking. We have reviewed the submittal and offer the following comments. We have conducted a review of the project and are aware of no historic resources which would be affected by the project. Therefore, we have no comment on the project as proposed. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above comment, contact Renee Gledhill-Earley, environmental review coordinator, at 919-814-6579 or environmental.reviewkncdcr.gov. In all future communication concerning this project, please cite the above referenced tracking number. Sincerely, (�� d Ramona Bartos, Deputy {] State Historic Preservation Officer Location:109 East Jones Street,Raleigh NC 27601 Mailing Address:4617 Mail Service Center,Raleigh NC 27699-4617 Telephone/Fax:(919)814-6570/814-6898 Roy Cooper,Governor MEN ■■ e, NC DEPARTMENT OF D. Reid Wilson,Secretary IF mini■■ NATURAL AND CULTU'RA1. RESOURCES Walter Clark Director,DivisOon of Land and Water Stewardship NCNHDE-14719 May 19, 2021 Lourdes Barallobre Froehling and Robertson 310 Hubert St Raleigh, NC 27603 RE: New Bethel Assemblage; 59Z-0203 Dear Lourdes Barallobre: The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information about natural heritage resources for the project referenced above. Based on the project area mapped with your request, a query of the NCNHP database indicates that there are no records for rare species, important natural communities, natural areas, and/or conservation/managed areas within the proposed project boundary. Please note that although there may be no documentation of natural heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists. In the event that rare species are found within the project area, please contact the NCNHP so that we may update our records. The attached 'Potential Occurrences' table summarizes rare species and natural communities that have been documented within a one-mile radius of the property boundary. The proximity of these records suggests that these natural heritage elements may potentially be present in the project area if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one-mile radius of the project area, if any, are also included in this report. If a Federally-listed species is found within the project area or is indicated within a one-mile radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here: https://www.fws.gov/offices/Di rectory_/ListOffices.cfm?statecode=37. Please note that natural heritage element data are maintained for the purposes of conservation planning, project review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions. Information provided by the NCNHP database may not be published without prior written notification to the NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP data may not be redistributed without permission. The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally- listed species are documented near the project area. If you have questions regarding the information provided in this letter or need additional assistance, please contact Rodney A. Butler at rod ney.butler(a)ncdcr.gov or 919-707-8603. Sincerely, NC Natural Heritage Program DEPARTMENT OF NATURAL.AND CULTURAL RESOURCES 1:1 W.JONES STREET,RALEIGI 4_NC 27fiO3 - 1651 MAIL SERVICE CENTER,RALEiGH.NC 27699 OFC 915707.9120 • FA 919.707.4121 Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area New Bethel Assemblage Project No. 59Z-0203 May 19, 2021 NCNHDE-14719 Element Occurrences Documented Within a One-mile Radius of the Project Area Taxonomic EO ID Scientific Names Common Name WWI Last Element Accuracy Federal State Global State Group Observation Occurrence Status Status Rank Rank Date Rank Dragonfly or 32043 Coryphaeschna ingens Regal Darner 2004-Pre H? 5-Very --- Significantly G5 S2? Damselfly Low Rare Dragonfly or 33753 Somatochlora Coppery Emerald 2004-Pre H? 5-Very --- Significantly G3G4 S1? Damselfly georgiana Low Rare No Natural Areas are Documented Within a One-mile Radius of the Project Area No Managed Areas are Documented Within a One-mile Radius of the Project Area Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.orq/helip. Data query generated on May 19,2021;source: NCNHP,Q1 April 2021. Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database. Page 2 of 3 NCNHDE-14719: New Bethel Assemblage • 38o fr �L St Aug ushne's m couge Gaff 'gym CldTord Rd Cpur-:- g MTh� r •t '' _ �cz OC C C r y�0 N f �O 41�E f S � May 19,2021 1.27,645 ❑ Project Boundary 0 0.225 0.45 0.9 mi ❑ Buffered Project Boundary 0 0.375 0.75 1.5 km Sources:Esri.HERE,Garrrin.Inlarmap,in men[P Corp.,GE6=,uSGS, FAO,Np$,NRCAN,Geoeese,IGN,Kadester NL,Ordnance Survey,Ewi Japan, METI.Esi China(Hong Kprkq),(u]Open.lreeVApp cantr6utors,and the GIS Uw C'Af nuriily Page 3 of 3 United States Department of the Interior #� FISH AND WILDLIFE SERVICE i�c 03 �/ Raleigh Ecological Services Field Office Post Office Box 33726 Raleigh,NC 27636-3726 Phone: (919)856-4520 Fax: (919)856-4556 In Reply Refer To: May 19, 2021 Consultation Code: 04EN2000-2021-SLI-1164 Event Code: 04EN2000-2021-E-02626 Project Name: New Bethel Assemblage Subject: List of threatened and endangered species that may occur in your proposed project location or may be affected by your proposed project To Whom It May Concern: The species list generated pursuant to the information you provided identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act(Act) of 1973, as amended (16 U.S.C. 1531 et seq.). New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information.An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list. Section 7 of the Act requires that all federal agencies (or their designated non-federal representative), in consultation with the Service, insure that any action federally authorized, funded, or carried out by such agencies is not likely to jeopardize the continued existence of any federally-listed endangered or threatened species. A biological assessment or evaluation may be prepared to fulfill that requirement and in determining whether additional consultation with the Service is necessary. In addition to the federally-protected species list, information on the species' life histories and habitats and information on completing a biological assessment or 05/19/2021 Event Code: 04EN2000-2021-E-02626 2 evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the web site often for updated information or changes If your project contains suitable habitat for any of the federally-listed species known to be present within the county where your project occurs, the proposed action has the potential to adversely affect those species. As such, we recommend that surveys be conducted to determine the species' presence or absence within the project area. The use of North Carolina Natural Heritage program data should not be substituted for actual field surveys. If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely to adversely affect) a federally-protected species, you should notify this office with your determination, the results of your surveys, survey methodologies, and an analysis of the effects of the action on listed species, including consideration of direct, indirect, and cumulative effects, before conducting any activities that might affect the species. If you determine that the proposed action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally listed species, then you are not required to contact our office for concurrence (unless an Environmental Impact Statement is prepared). However, you should maintain a complete record of the assessment, including steps leading to your determination of effect, the qualified personnel conducting the assessment, habitat conditions, site photographs, and any other related articles. Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act(16 U.S.C. 668 et seq.), and projects affecting these species may require development of an eagle conservation plan (http://www.fws.gov/windenergy/ eagle_guidance.html). Additionally, wind energy projects should follow the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and bats. Guidance for minimizing impacts to migratory birds for projects including communications towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http:// www.fws.gov/migratorybirds/CurrentBirdlssues/Hazards/towers/towers.htm; http:// www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/ towers/comtow.html. Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7 consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea turtles,when in the water, and certain marine mammals are under purview of the National Marine Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/ We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. If you have any questions or comments, please contact John Ellis of this office at john_ellis@fws.gov. 05/19/2021 Event Code: 04EN2000-2021-E-02626 3 Attachment(s): • Official Species List 05/19/2021 Event Code: 04EN2000-2021-E-02626 1 Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Raleigh Ecological Services Field Office Post Office Box 33726 Raleigh, NC 27636-3726 (919) 856-4520 05/19/2021 Event Code: 04EN2000-2021-E-02626 2 Project Summary Consultation Code: 04EN2000-2021-SLI-1164 Event Code: 04EN2000-2021-E-02626 Project Name: New Bethel Assemblage Project Type: DEVELOPMENT Project Description: Northwest of New Bethel Church Rd and I-40 in Garner, NC; approximately 128 acres; proposed residential subdivision. Timing unknown. Project Location: Approximate location of the project can be viewed in Google Maps: https: www.google.com/maps/(a)35.65038525,-78!57604079914026,14z �Q 5i J4quelina a PL Y L Counties: Wake County, North Carolina 05/19/2021 Event Code: 04EN2000-2021-E-02626 3 Endangered Species Act Species There is a total of 7 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheries1, as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. 1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. Birds NAME STATUS Red-cockaded Woodpecker Picoides borealis Endangered No critical habitat has been designated for this species. Species profile:httpss://ecos.fws.gov/ecp/species/7614 Amphibians NAME STATUS Neuse River Waterdog Necturus lewisi Proposed There is proposed critical habitat for this species.The location of the critical habitat is not Threatened available. Species profile:https:Hecos.fws.gov/ecp/species/6772 Fishes NAME STATUS Carolina Madtom Noturus furiosus Proposed There is proposed critical habitat for this species.The location of the critical habitat is not Endangered available. Species profile:https:Hecos.fws.gov/ecp/species/528 05/19/2021 Event Code: 04EN2000-2021-E-02626 4 Clams NAME STATUS Atlantic Pigtoe Fusconaia masoni Proposed There is proposed critical habitat for this species.The location of the critical habitat is not Threatened available. Species profile:https://ecos.fws.gov/ecp/species/5164 Dwarf Wedgemussel Alasmidonta heterodon Endangered No critical habitat has been designated for this species. Species profile:https://ecos.fws.gov/ecp/species/784 Yellow Lance Elliptio lanceolata Threatened There is final critical habitat for this species.The location of the critical habitat is not available. Species profile:https:Hecos.fws.gov/ecp/species/4511 Flowering Plants NAME STATUS Michaux's Sumac Rhus michauxii Endangered No critical habitat has been designated for this species. Species profile:https:Hecos.fws.gov/ecp/species/5217 Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. ' � I ' S - I �a High it pr�opc@ L- 3 I i 4 Rd S x r I � ' �fuikl F11115 L.r I + I Little SINr3nnon D- PROPERTY LOCATION MAP North FROEHLING & ROBERTSON, INC. Client: Pulte Group FxrA ENGINEERING*ENVIRONMENTAL*GEOTECHNICAL Project: New Bethel Assemblage $cR 310 Hubert Street Location: Garner,Wake County,NC 1 _ Raleigh,North Carolina 27603-2302 1 USA Sou Project No: o3 Wake Source: W County GIS T 919.828.34411 F 919.828.5751 Date:May 2021 Not To Scale Figure#1 z WA5104— Meadowbrook VVA 04 Kpadowbrpok Country Club Country Club 2 9 c� 1NA'0331 John J ns FarmSL.AUgustine's '1990 Colleges GoI1 Course BO�tiS r` �32�,Gallie Wrenn 40 F arm WA6385 — House P ti 147 hevvF7f�2kr ' c _ VIE r 1 4 WA7624— House RDFfrrgkoo ' � S PROPERTY TOPOGRAPHIC MAP North FROEHLING & ROBERTSON, INC. Client: KB Home Carolinas Division FxrA ENGINEERING ENVIRONMENTAL•GEOTECHNICAL Project: Farrington Point $cR 310 Hubert Street Location: Chapel Hill,Chatham County,NC 1 _ F&R Project No: 59Z-0159 Raleigh, North Carolina 27603 2302 I USA Source: NC Historic Preservation Office GIS 1 681� T 919.828.34411 F 919.828.5751 Date:May 2021 Not To Scale Fi ure#2 Wa5104— 9 eadowbmok Country Club 16 f _ - '7 ' Fame . I 4 @ w . I L ®� _ ¥�, . � In \ � ~ ~ Wa6385— House �E � � �/ � , . P. � � t ZA � .� WA7624— House � ~> � AERIAL SITE PLAN North FROEHLING & ROBERTSON, INC. o@# w9Geu ENGINEERING- mwRO NMENT k•GEo ECH»c L Project: New Bethel Assemblage 310Hu6r Street Location: Garner,Wake County,NC RRPw�No: 5Eo2a b¥%kNorhGmba ymt2+21us Source: NCHistoric Pres Preservation e Gs Tga.9&kG1F919.9&sa1 e 9#2021 Na es @ m ue r Rd - Or f• -!P WA5104— Meadowbrook WA504 Nl-adm+Vbr ok Country Club Country Club 2009 VkrA�4331 John J ns Farm 1990 $Q�Frie�I ie' rai ii 7 arm WA6385— House P� a f. 7 4 i VISE d ( J _ 4Qriy Farm L11 WA7624— House Barrirl gtot" 74 SHPO GIS MAP North FROEHLING & ROBERTSON, INC. Client: Pulte Group FxrA ENGINEERING ENVIRONMENTAL•GEOTECHNICAL Project: New Bethel Assemblage $eR 310 Hubert Street Location: Garner,Wake County,NC 1 _ F&R Project No: 59Z-0203 Raleigh, North Carolina 27603 2302 I USA Source: NC Historic Preservation Office GIS 1 681� T 919.828.34411 F 919.828.5751 Date:May 2021 Not To Scale Fi ure#4 WA7624 I House Site JD WA7624 Status so Site Name House Description c.1960 1-story side gable frame Ranch Notes Ineligible2012;CH 98-0457;WA Co Rpt4i540 f Inventory 4193l R-2721 Local Status None Year Survey Year Survey Updated HD status None DOE report or Local Link https:llfiles_ncgcvincdcrlhistoric-preservation-cffice/PDF%/CH 98-0457_pdf4page=408 County Wa ke Quad Name Garner Township St Marys Density H Location 2420 New Bethel Church Rd Photo Link Spatial Accuracy [Report] Latitude 35.645293 Longitude -78.567318 Internal WA5104 Meadowbrook Country Club(NR:2004) Site ID WA5104 Status NR Site Name Meadowbrook Country Club Description 1961-1970 Africa nAmerican golf course,countrycluIn Notes CritA;CH 98-0457;WA Co Rpt9540.1;R-2721 Year NR 2009 Year SL Year DOE Year Designated Local Status None Year Surveyed HD status None NR nomination More info DOE report or Local Link County Wake Quad Name Garner Township St Marys Density L Location 8025 Country Club Drive Garner vicinity Photo Link Spatial Accuracy [Report] Latitude 35.4562568 Longitude -18.568946 Year Survey Update I me rnal SURVEYED PROPERTY INFORMATION North FROEHLING & ROBERTSON, INC. Client: Pulte Group FxrA ENGINEERING ENVIRONMENTAL•GEOTECHNICAL Project: New Bethel Assemblage $cR 310 Hubert Street Location: Garner,Wake County,INC 1 _ F&R Project No: 59Z-0203 Raleigh, North Carolina 27603 2302 I USA 1 681 Source: NC Historic Preservation Office GIS � T 919.828.34411 F 919.828.5751 Date:May 2021 IF ure#5 WA63951 House Site 0 WA6385 Status SO Site Name House Description c. 1460s 1-story site gable brick Ranch Notes IneIig-'!le 20141 CH 98-0457;WA Co Rpt 4540.1 1 Inventory 0071 R-2721 Local Status None Year Survey Year Survey Updated HD status None DOE report or Local Link County Wake Quad Name Garner Township St Marys Density H Location 8317 Hebron Church Rd Rhoto Link Spatial Accuracy [Report: Latitude 35.655714 Longitude -78.577144 Internal SURVEYED PROPERTY INFORMATION North FROEHLING & ROBERTSON, INC. Client: Pulte Group FxrA ENGINEERING ENVIRONMENTAL•GEOTECHNICAL Project: New Bethel Assemblage $eR 310 Hubert Street Location: Garner,Wake County,NC 1 _ F&R Project No: 59Z-0203 Raleigh, North Carolina 27603 2302 I USA Source: NC Historic Preservation Office GIS 1 681� T 919.828.34411 F 919.828.5751 Date:May 2021 Fi ure#6 .�, _.fie :¢4 �r 1 Typical view of wooded land within the Property. n 4 1 M5 1 a � J View of natural gas easement on central portion of the Property, facing east. SITE PHOTOGRAPHS North FROEHLING & ROBERTSON, INC. Client: Pulte Group FxrA ENGINEERING ENVIRONMENTAL•GEOTECHNICAL Project: New Bethel Assemblage $cR 310 Hubert Street Location: Garner,Wake County,NC 1-_ Raleigh, North Carolina 27603-2302 1 USA Sou Project No: Site-0203 aa, Source: Site Visit May 19,2021 T 919.828.34411 F 919.828.5751 Date:May 2021 Fi ure#7 7 5 1� � r y �y � � r -r a, f�i„ i� fir•�a�F'"�,�u View of planted pines within central portion of the Property, facing north. View of storage shed on southeastern portion of the Property, facing south. SITE PHOTOGRAPHS North FROEHLING & ROBERTSON, INC. Client: Pulte Group FxrA ENGINEERING ENVIRONMENTAL•GEOTECHNICAL Project: New Bethel Assemblage $cR 310 Hubert Street Location: Garner,Wake County,NC 1 _ Raleigh, North Carolina 27603-2302 1 USA F&R Project No: 59Z-0203 Source: Site Visit May 19,2021 T 919.828.3441 1 F 919.828.5751 Date:May 2021 —FFTg,re 48 ICI e,tP �j•� k P _ , View of tobacco barn on southeastern portion of the Property, facing southwest. t d t View of fallow fields on northeastern portion of the Property, facing south. SITE PHOTOGRAPHS North FROEHLING & ROBERTSON, INC. Client: Pulte Group FxrA ENGINEERING ENVIRONMENTAL*GEOTECHNICAL Project: New Bethel Assemblage $eR 310 Hubert Street Location: Garner,Wake County,NC 1-_ Raleigh, North Carolina 27603-2302 1 USA Sou Project No: Site-0203 Source: Site Visit May 19,2021 T 919.828.34411 F 919.828.5751 Date:May 2021 Fi ure#9 Ffy i ' a k A.E r . Y " WC la w. "4 View of stream along north-central boundary of the Property, facing west. SITE PHOTOGRAPHS North FROEHLING & ROBERTSON, INC. Client: Pulte Group FxrA ENGINEERING ENVIRONMENTAL•GEOTECHNICAL Project: New Bethel Assemblage $cR 310 Hubert Street Location: Garner,Wake County,INC 1-_ Raleigh, North Carolina 27603-2302 1 USA F&R Project No: 59Z-0203 Source: Site Visit May 19,2021 T 919.828.3441 1 F 919.828.5751 Date:May 2021 N ure#10 NCHPO HPOWEB - Walters Buffaloe 4WA'AM Mouse to �Owsr RCf WA0346 Samue3 T.Mitc-iiirwr Ackerman Rd House A0329 Lewis Hous WA706t O1Fice and Transmitte �VA0328 Ye an use - l3kAdirlg / rJ WA032 l 2U1d avid Lewis -j WA0333 Sternal House use i� 4 WA0326 Jahn Williams WA 5-1 4 Maad�wbroo A7040 House Farm c 703 " GiXtry Club-2009 36 House _ hr �, }NA7033 Mourn Herman A033 John ohns �armq O4,r�, Christian Church �r WAA0332 CailscVt+teri� 1990 V A-R171 �1 Ck � �l farm E X Old Cascade pr A,-R170 WA House � "p a el {l� p}onrn cr ILl �1 dT,.0902 Penny-Atkinson 1 J.J Farm (Gone) 1983 c QHN� 1 1'N •3rltan 31 �#� �' �•rrsr.l�-. ' � r fib ^i. 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[Report] 354 —6915-78 WNER WNER ikkkkkkkkk -8746688.211- NW.A SR llr07 —SR A ED,- S —1 Bu aloe G*11 2711 98F'-b ore 154-0 DATA_O ASEDMO 135457 loose—3.IS (G.11) 1a4o-1860 Wll.VGlllk EA-1 h.— 1993 N.DA N.DA Wake Garner Sl.Ma'l H A,— 1J501 35-65-78— 2.0 —51 WNER aaaaaaaa NDI 81-20 -8748921 4z 2- h­://f.1 BA i..- 2012;CH —/PD I- DF-E— =7;R. ./Ed 9ah. 4937_ 1417DII lit—: 2E 321 DATAO DATA 0 IS9337 0 so H.— 19SS .2- N.- -2 N.- 8 W- ...... ..M.-I Am.. 1R.P.,il —1344-78.S- DSDSCI WNER iddiddiddidi WNER iddiddiddidi hllp:l/R1 A, P-- =6 2D12;CH ;,'D 2721 9 9-57; F111H9aI IE WA CA :457,pdf996F- Rp— lh" 199558 U7055 WA—SO H-1 19ED 11/2-11,lid,lbli,—2DE,1, -11 R-2721 N.De None 8 W.k, GaDDA, Sl MAE,,H E.d [R­j 35 63805-78,5531 =1'WA.1aaaaaaaa WA.lARO ddikiAAAA 81416a1 at le4zae2e 2012;CH f-/PD R8 =7; ageWh. 4E4 R 14S7,pdf �— =W —DEESS DATA 0 DATA 0 199591 0 WAN34 so H..A. 1890 191h--E, R-2721 N.D. 2012 N.D. 9 Wake Gd—, S—i—L Ad.. 1R.P.,il 35.E127S-78.551a 91— WNER iddiddiddidi WNER 11111AAA -8744309 4254316 M1ttpa:/ml m<a<;ml ee¢blH a Is98 orf /RD —57; ga n.pdf Oak Roatl 199192 0 M7035 50 House <.195o Mlnlmal iramtbnal P 2121 none zolz None 8wake Garner 51-11 L vlcinity IReponl 35.66304 ]e.ssu AegoAl WNER xxxxxxxx WNER xxxxxxxx 8144385 4zw35S nps://RI /n acrmi at (D.,u /PD 0. 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IReponl M.-CO] 78.5544 17486) WNER pppppxpp WNER pppppxpp e74464D 42543W p.:/ml m<a<;ml eoelble at 11 1 2D12;CHor;,PD s/cll g h. n.pdf Oak Roatl 199596 0 W4—50 House <.1911 brkk Ran<n P 2721 None zolz None Wake Garner SCMarvs L 1111.1, IReponl 3E—1 1.1— AoocElC WNER xxxxxxxx WNCR xxxxxxxx -13 4z54494 ps://RI n damp 2012;CH 98 at 10]5AFC4 R.— fke/PD / is/cH- '93/R- xpa¢r-40 199001 WA)624 5o H.— c.1960 1 awry aide¢able frame RancM1 None None 0 Wake Garner SCMarva H Rd IReponl 35.W53 78.S- 409791 WNER xxxxxxxx WNER xxxxpxpp 074613D 4251925 elble Mll CH 5ss o01 D.1/ 61/A WM1 199845 W4534]50 House <.1960sside¢able brkk-veneeretl frame Rancb2121 None None Wake Garner SCMarva H Oak Rd [Report] 35.66551 78.5553 81]A61 WNER xxxxxxxx WNER xxxxxppp 8745e49 4-- elble z11— TomlinRPI Ranks < orvM1166 M1IP roofframe M1ousew/Prominent<entergable over M1lP roof 1998. wA6348 50 House front Por<M1 None None Wake Garner SCMarvs H oak Rtl IReponl 35.66az 78,5591 ]Fo3816 WNER xxxxxxxx WNER xxxxxxxx e7452o4 4z54w5 2014;CH 98 1F53F420 0.1/ .63/R- 2 199047 WA6349 So Hause c.1960 1 amrvcrpss¢able bnck veneered fume R—h None None Wake Garner SCMarva H Oak Rd IReponl 35.66464 7B.1- BDESDI WNER pppppppp—1 xxxxpxpp 8]45D]1 425- Bible Mll CH 8z4AJBE D.1/ a6s/ 1998. W45351 50 House 2121 None None Wake Garner SCMarvs H oak Rtl IReponl 35D6436 7e.513 CER31 WNER xxxxxxxx WNER xxxxxxxx 8]4495]4zw537 2014;CH ryoo4F03 0.1/ D]/Rlhllh- 199881 WA6385 So H.— c.196N 1 stle¢able bnck R-1h 2]21 None None Wake Garner SC rva Ma H Rd IReponl 35ASS71-.1-1- DBCFIFF9 arory WNER pppppxpp WNER ppuuuYYN 8747168 4253352 me08 CH (76i. RPI ze/a wb 199885 WA635G 90 House 189G1 storvsbe wb@fame l9M-xMbt.vaditbnal/vernatubr booze 2121 None zone Wake Garner 61.Nbrvs H Oak Pd [R—] 36.66366 —Cf) WN[P nnnnnuun 1111 nnnuuuNN 8-821 1-39