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HomeMy WebLinkAbout20201077 Ver 1_More Info Received_20210309Strickland, Bev From: Jason Steele <Jason.Steele@freese.com> Sent: Tuesday, March 9, 2021 4:10 PM To: David.E.Bailey2@usace.army.mil Cc: Homewood, Sue Subject: [External] RE: Nationwide Permit 12; Registers Creek Pump Station and Force Main - City of High Point, Guilford County; SAW-2020-00682 Attachments: Updated Plan Sheets_March2021.pdf; USACE-Sheet 3.pdf Follow Up Flag: Follow up Flag Status: Flagged CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Hi David, Per previous correspondence between Chris Belk (FNI project design engineer) and USACE, please find the modified plan set and permit sketches for the Registers Creek Forcemain. The City has elected to replace the existing forcemain along the south side of the Deep River bridge instead of HDD under the buffer area. This area is also within the NCDOT right of way. We will coffer dam the creek and remove half the existing pipe and replace it with the new pipe. Once installed, we will coffer dam from the opposite bank in order to replace the remaining portion of the pipe. In order to protect the pipe we will encase it concrete, as was done with the existing line. Until the new line is in service we will bypass the portion of the pipeline within the buffer via a HDPE line that is connected outside the buffer and will be laid across the bridge. I have attached the affected sheets (same as before, sheets PP-4 through PP-6), and the amended sheet from the permit sketches. If you would like the entire plan set let me know and I will set up an FTP for you (it's 216 MB). Please let me know if there are any questions, or if anything needs clarification. Best Regards, Jason Steele, PhD, PWS Environmental Scientist Freese and Nichols, Inc. 531 N. Liberty St. Winston-Salem, NC 27101 (540) 449-2837 (mobile) www.freese.com 1 From: Bailey, David E CIV USARMY CESAW (USA) <David.E.Bailey2@usace.army.mil> Sent: Friday, February 5, 2021 9:01 AM To: Jason Steele <Jason.Steele@freese.com>; carl.hicks@highpointnc.gov Cc: Homewood, Sue (sue.homewood@ncdenr.gov) <sue.homewood@ncdenr.gov> Subject: Nationwide Permit 12; Registers Creek Pump Station and Force Main - City of High Point, Guilford County; SAW- 2020-00682 This is an email from an EXTERNAL source. DO NOT click links or open attachments without positive sender verification of purpose. Never enter USERNAME, PASSWORD or sensitive information on linked pages from this email. All, Please see the attached Nationwide Permit 12 verification, including permitted plans, Special Conditions, and terms and conditions, for the above referenced project. Please let me know if you have any questions or would like a hard copy mailed to you. Sincerely, 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 Phone: (919) 554-4884, Ext. 30. 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: http://corpsmapu.usace.army.mil/cm apex/f?p=136:4:0 Thank you for taking the time to visit this site and complete the survey. This electronic mail message is intended exclusively for the individual or entity to which it is addressed. This message, together with any attachment, may contain the sender's organization's confidential and privileged information. The recipient is hereby notified to treat the information as confidential and privileged and to not disclose or use the information except as authorized by sender's organization. Any unauthorized review, printing, retention, copying, disclosure, distribution, retransmission, dissemination or other use of, or taking of any action in reliance upon, this information by persons or entities other than the intended recipient is prohibited. If you received this message in error, please immediately contact the sender by reply email and delete all copies of the material from any computer. Thank you for your cooperation. 2 DocuSign Envelope ID: 642661D3-5374-4E3E-8E42-6F92AAA148F3 00 r-I 1- 2 L z J U s 0000 I— a i c I N J O MGM N Z aJ p as c n in U N ai�J LC N 00 N 0 DO a) PP, TYP. SEE NOTE 2 STA 41+51 INSTALL: 1-2" CAV TYPE A TANYA R. COOK DB 3922 PG 2105 PB 87, PG. 102 PIN 7830-04-5254 4162 KIVETT DR 765 WESLEY HUGHES HELEN HUGHES DB 3518 PG 1030 PIN 7830-04-6808 4169 KIVETT DR TREE/SHRUBS TO BE PERMANENTLY REMOVED GRAVEL EX. 12" SANITARY SEWER ' 1 ROBERT HENRY LACKEY DB 3434 PG 206 PIN 7830-04-6499 4170 KIVETT DR Js NEW 12' GATE JB TOP: 745.44' IN(NW):733.09' OUT(S):732.69' REMOVE EXISTING CHAIN LINK FENCE SEE NOTE 1 VIRGIL M. JOHNSON MABEL M. JOHNSON DB 2562 PG 529 PIN 7830-04-9829 4171 KIVETT DR NEW CHAIN LINK FENCE SEE NOTE 1 / 7 PP, TYP. SEE NOTE 2 L / JETTY LYN HAZELTON WANDA LYNN HAZELTON DB 8152 PG 2203 PB 155, PG. 84 PIN 7830-14-1991 4173 KIVETT DR 18" EPDXY LINED DI FM, CL350 KIVETT DRIVE - SR 1113 O VARIABLE PUBLIC R/W /4Q-/ KOK KHENG LIM DB 6107 PG 2042 PIN 7830-14-3348 4180 KIVETT DR KOK KHENG LIM DB 6107 PG 2042 PIN 7830-14-5716 4184 KIVETT DR PIEDMONT TRIAD REGIONAL WATER AUTHORITY DB 5136, PG. 185 PIN 7830-14-3948 4175 KIVETT DR N RIM: 721.41' SEALED MANHOLE TEMPORARY 12" DR 11 HDPE BYPASS DISCHARGE, SEE NOTE 5. B-7 STA 49+57 TEMPORARY CONNECTION TO EXISTING MANHOLE CAUTION!!! EXISTING UNDERGROUND AND OVERHEAD UTILITIES IN THE AREA. CALL NC 811 A MIN. OF 3 DAYS PRIOR TO EXCAVATION. .. (5, STA 51+43 \ — EX. 16" W L tp kt iii 2j / 18" 90° BEND, MJ 9+0 41 -llitar 50+00 Ihk.4.4g ' Art1 M Rh WI I k 1,1;t- - - 4411:11- -Nom,_ lim STA AHEAD = 51+21.20 0 STA BACK = 50+77.88llit , , * IL AfribloolliSliell � ,® — �;7 . EX. PVC is'illit.,-., 12" FM *01\ 0 50' 100' SCALE IN FEET HORIZONTAL 0 5' 10' INSTALL 18" DI FM VIA JACK AND BORE STA 51+97 18" 45° BEND, MJ STA 52+00 18" 45° BEND, MJ STA 52+35 18" 45° BEND, MJ 765 STA 52+48 18" 45° BEND, MJ 725 18" EPDXY LINED DI FM, CL350 SEE NOTE 6 SCALE IN FEET VERTICAL 7 -L oA, 2, mod) V NOTES: 1. CONTRACTOR SHALL REMOVE EXISTING 42" CHAIN LINK FENCE AND BASE AND INSTALL NEW 42" CHAIN LINK FENCE AND GATE ALONG EASEMENT BOUNDARY. 2. CONTRACTOR TO COORDINATE STABILIZATION OF POWER POLES, AS REQUIRED WITH DUKE ENERGY. CONTACT FELICIA WRIGHT, 336-971-1997. CONTACT AT LEAST ONE MONTH IN ADVANCE. 3. PIPELINE TO BE LAID ON CONSTANT GRADE (UP OR DOWN) TO AVOID HIGH SPOTS BETWEEN AIR RELEASE VALVES. MINIMUM FOUR (4.0) FEET OF COVER UNLESS SHOWN OTHERWISE. 4. CONTRACTOR SHALL DIG TEST PIT AS NECESSARY TO LOCATE EXISTING GRAVITY SEWER 5. TEMPORARY HDPE PIPING SHALL BE RUN ALONG THE GUTTER OF THE BRIDGE AND SECURED ALONG THE ENTIRE LENGTH. 6. REMOVE EXISTING 12" FORCE MAIN AND INSTALL PROPOSED 18" DI FM IN SAME TRENCH FROM STA 52+48 TO STA 60+14. SEE 4/DT-6 FOR ORIGINAL DESIGN. 725 760 rl1- 2" CAV ASSEMBLY TYPE A (DETAIL 1/DT-5) 760 720 EXISTING GROUND \ STA 41+50 720 755 \\ 755 zr= -w 715 o- N U EXISTING GROUND SLOPE 1- II STA 45+35 EX 36" STORM [ IIIII II / \. UP- y/ N ` 715 J J 750 750 'n - Q1 - N 710 / f` O O N -1 \ H X H >G I— X KIVETT 710 Li) w w ,.,, w 745 745 RIGHT-OF-WAY 705 18" EPDXY LINED /4' MIN COVER 705 / / 740 DI FM, CL350 \ 740 I , N 700 1 , \ ` 1 \\ 44 LF 30" CASING rn , , VIA JACK AND BORE \ \ 700 + 735 735 o Ln 695 \ a - �Al C/) K I-1 Z = 695 zLu 1 1 -A BACK 50+77.88 co 730 \ 730 N _ 690 co + 18" EPDXY LINED U ��N 0 DI FM, CL350 N. 690 w 725 N N 725 a 685 \ a \ �, ✓ N 1-in c~i) 1 685 ALED SS 1 1 1 END RJ i`_ -\ 720 720 680 NN 680 .. 675 715 ti 715 N. NN 675 STA 51+69 EXIST. 8" SS FIELD VERIFY SEE NOTE 4 I I I I I 710 670 710 670 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 49+50 49+50 50+00 52+00 53+00 Freese and Nichol LO L OD U C 13.0 112 110 CU <13 c 0) c 3 s 0 z o`o u O 11111 • e�•;o�SS Ip•�'•y a - - SEAL r."• • 028398 2Cf45D... O N z J 0 cc U z 0 �z c�a ~G 0D e U =W W o >- CC LL buo �z a W (Cr) W DC O O W rn L o< CCI— (1) g o 0z1— <c O z+ F&N JOB NO. HPT19570 N O N cc a 2 w 0 0 J 2 0 w z 0 z 0 0 cc m U 0 w 0 = 0 w 1- 0 FILE NAME CV-PLAN-SHTS01.dwg Ln Ln z SHEET PP-4 FINAL DRAWINGS ISSUED FOR BID SEQ. Plot Date: 3/2/2021 12:42 PM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PLAN-SHTS01.dwg DocuSign Envelope ID: 642661D3-5374-4E3E-8E42-6F92AAA148F3 LC N 00 N 0 DO a) PIEDMONT TRIAD REGIONAL WATER AUTHORITY DB 5136, PG. 185 PIN 7830-14-3948 4175 KIVETT DR PIEDMONT TRIAD REGIONAL WATER AUTHORITY DB 5038 PG 1601 PIN 7830-05-3596 4181 KIVETT DR TEMPORARY 12" DR 11 HDPE '�/'�i iv n 6 KIVETT DRIVE - SR BYPASS DISCHARGE, in irtVIR_ IABLE PUBLIC RIWDPROJECT 8.2490115 U SEE NOTE 4 AND NOTE 5. �vw---_AfikAii.,,,„.„,,o,.....___-----..-QN-Leiw*,--:,r.--,,,,v...-.,----awaa-mi.....•mtea-.—..,d.itoP,..-..,.i-‘w&.-t._a , 4:741".' -- - :4, 57+00 ^-1A-vokitiiadloftise,,...m*mtewinialoo.......:71:747:: STA 54 40 _�4Ihni -11.- _^� U� s 6°° 18" 11.25 BEND MJ 18 EPDXY 4;;If W f LINED DI FM, CL 350 SEE NOTE 5 P.T.R.W.A. \ DB 5038, PG. 1601 OK KHENG LIM B 6107 PG 2042 \ 710 N 20' UTILITY EASEMENT DB 6147, PG. 440 PIEDMONT TRIAD REGIONAL WATER AUTHORITY DB 4249, PG. 1591 PIN 7830-11-5243 4164 KIVETT DR CAUTION!!! EXISTING UNDERGROUND AND OVERHEAD UTILITIES IN THE AREA. CALL NC 811 A MIN. OF 3 DAYS PRIOR TO EXCAVATION. INSTALL: HYDRA -STOP HSF 250 LINE STOP OR APPROVED EQUAL LINDA H. UNGER DB 1516 PG 365 PIN 7830-16-0367 4203 KIVETT DR STA AHEAD = 61+50.00 STA BACK = 63+06.06 EX. 12" PVC FM TO BE ABANDONED IN PLACE TEMPORARY CONNECTION 2' OF 12" DIP 12" RESTRAINED TRANSITION COUPLE (DI TO HDPE) INSTALL: 12" X 12" FULL BODY TAPPING SLEEVE WITH 12" GATE VALVE TEMPORARY STREAM CROSSING VIA PUMP AROUND DIVERSION (SEE DETAIL 1/ER-12) PIEDMONT TRIAD REGIONAL WATER AUTHORITY DB 5038 PG 1601 PIN 7830-05-3596 4181 KIVETT DR / TERRI M. HOLTON CAMERON & MARTHA J. HOLTON DB 3201 PG 244 PIN 7830-34-0612 4238 KIVETT DR PIEDMONT TRIAD REGIONAL WATER AUTHORITY DB 3938 PG 1339 PIN 7830-24-3806 4196 KIVETT DR PERENNIAL STREAM 0 50' W 100' SCALE IN FEET HORIZONTAL 0 5' 10' SCALE IN FEET VERTICAL NOTES: 1. CONTRACTOR TO COORDINATE STABILIZATION OF POWER POLE, AS REQUIRED WITH DUKE ENERGY. CONTACT FELICIA WRIGHT, 336-971-1997. CONTACT AT LEAST ONE MONTH IN ADVANCE. 2. DEEP RIVER CROSSING SHALL BE INSTALLED AS OPEN -CUT DUE TO THE POTENTIAL TO ENCOUNTER BOULDERS. CONTRACTOR MAY USE A COFFER DAM TO FACILITATE INSTALLATION SEE DETAIL 6/DT-5. PIPELINE TO BE LAID ON CONSTANT GRADE (UP OR DOWN) TO AVOID HIGH SPOTS BETWEEN AIR RELEASE VALVES. MINIMUM FOUR (4.0) FEET OF COVER UNLESS SHOWN OTHERWISE. 4. TEMPORARY HDPE PIPING SHALL BE RUN ALONG THE GUTTER OF THE BRIDGE AND SECURED ALONG THE ENTIRE LENGTH. 5. REMOVE EXISTING 12" FORCE MAIN AND INSTALL PROPOSED 18" DI FM IN SAME TRENCH FROM STA 52+48 TO STA 60+14. SEE 4/DT-6 FOR ORIGINAL DESIGN. 710 REMOVE AND REPLACE EXIST. 12" FORCE MAIN WITH KIVETT DRIVE EXISTING GROUND 18" EPDXY LINED DI FM, CL350 - 60' 705 705 IN SAME TRENCH RIGHT-OF-WAY SEE NOTE 5 1- 2" CAV A TYPE B (DETAIL 2/[ ., 0 o ``-,- ,/ '-- /, 700 / - , \ / / 700 N / 1 \ \ STREAM BANK I'I 2+65 STABILIZATION, TYP. / �-+ `-1- r 695 695 � \ \ \ \ \\ ID RJ STA 58+I64I 35 30�� CASING �� LF VIA JACK AND BORE — SEE DETAIL 7/ ER-11 `/ I KAII1 D I CTA CC . C — ENDI RJI STA 6 ,/ W.S.E. ELEVATION N RJ STA 58+Z i / ON 3/6/2020: / 681.5 690 BEGIN RJ STA 54+33 I I I I END RJ STA 54+47 _ / 690 s / / STA 59+30 18" 11.25° BEND, I\ -1 W 7 m END RJ STA 61+45 - 685 " 18" EPDXY LINED N 7. Ju 685 DI FM, CLASS 350 N L., ; \ // STA 55- N r_, ...,‘ LF CONCRETE 680 z—Iz. z m u,` w 0 mo _WO , ENCASEMENT 18" EPDXY LINED w m \ m w �' m DI FM, CLASS 350 m-�'1' , ; ` IX / cr) n + / Lo ,i u ° 675 675 W : :, / H 00 a 0 0 0 STREAM BANK _` `�) z w z Q w STABILIZATION, TYP. V ` / , \ - Ce m m -, LF CONCRETE SEE DETAIL 7/ ER-11 ` \ —/164 3rn N + N ce 670 ` z _i' ENCASEMENT m z 670 .tr LU O ' r I BEGIN RJ STA 56+59 _,,,c ,,± 665 o,,' 665 I 56+70 `Lin I N z 1— o W (C) N + N c-I 0 111 c-I C 660 N00m �OOm 660 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 62+00 63+00 64+00 65+00 Freese and Nichol E u- on U c - ai LU c c 0) 0 v c rts '5 z ,011111111111 a m SEAL 028398 ‘::N/GIWaW ii!Awed by: s ft,Ck ‘`.---16181DBB85C245D... 3/3/2021 531 N. LIBERTY ST. 1- 0 z w J z 0 1— z O N z J 0 U N 0 0 M m w z 0 z 0 �z eor HS G O D CL e 0� V = w °C oc LL buo �z a w LLJ O O W Lf) LLLO 0< CC I— p0 zI— a0 0 z+ aM Ln �< 0 z 0 z HPT19570 O cc 2 1- J 2 0 z 0 LL z o' 0 0 W cc 0 Lu Lu 0 0 1- FILE NAME CV-PLAN-SHTS01.dwg 0 7, O .L .c i6 • v O 0 O 0 gm U - 0 O O f6 N 4J • ai O E-c 1 �.L 0o -0 0 SHEET PP-5 FINAL DRAWINGS ISSUED FOR BID SEQ. Plot Date: 3/2/2021 12:42 PM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PLAN-SHTSO1.dwg DocuSign Envelope ID: 642661D3-5374-4E3E-8E42-6F92AAA148F3 y TERRI M. HOLTON CAMERON & MARTHA J. HOLTON DB 3201 PG 244 PIN 7830-34-0612 4238 KIVETT DR k STA 70+20 Vir. q INSTALL: 1-2" CAV TYPEB 4171 � o , if / 411111111h.--6-t►� ��► 73+00� ����� __a. tee,._ �` - _ EX. 17.5 UTILITY EASEMENT DB 6985, PG. 790 _� Am - TERRI M. HOLTON CAMERON & MARTHA J. HOLTON DB 3201 PG 244 PIN 7830-34-0612 4238 KIVETT DR TEMPORARY STREAM CROSSING VIA PUMP AROUND DIVERSION (SEE DETAIL 1/ER-12) TERRI M. HOLTON CAMERON & MARTHA J. HOLTON DB 3201 PG 244 PIN 7830-34-0612 4238 KIVETT DR 18"RCP: 736.39' JIC V EX. 12" PVC FM TO BE ABANDONED IN PLACE RICHARD DEAN CAMERON JR TERRI H. CAMERON DB 3757 PG 1891 PIN 7830-35-3811 4238 KIVETT DR CAUTION!!! EXISTING UNDERGROUND AND OVERHEAD UTILITIES IN THE AREA. CALL NC 811 A MIN. OF 3 DAYS PRIOR TO EXCAVATION. 0 NOTES: CONTRACTOR TO COORDINATE STABILIZATION OF POWER POLE, AS REQUIRED WITH DUKE ENERGY. CONTACT FELICIA WRIGHT, 336-971 -1997. CONTACT AT LEAST ONE MONTH IN ADVANCE. PIPELINE TO BE LAID ON CONSTANT GRADE (UP OR DOWN) TO AVOID HIGH SPOTS BETWEEN AIR RELEASE VALVES. MINIMUM FOUR (4.0) FEET OF COVER UNLESS SHOWN OTHERWISE, 50' 100' 0 SCALE IN FEET HORIZONTAL 5' 10' SCALE IN FEET VERTICAL 745 745 790 ' 790 785 / _ m / /' 740 / 740 STREAM BANK �/ / 785 o cv < o N STABILIZATION, TYP. / + < SEE DETAIL 7/ ER-11 / 780 a co- N a w / J / 735 735 / / ��>-o ,, 7 .. 7 ..� 780 r_ / . \ / / / / / 775 . / ► / / / 730 ,/ / 730 , , ,, / / / //0 6// EXISTING GROUND 4' MIN COVER 775 770 z w / s l v / > / / 'OF ill / 725 o / ., �'� `� G,0 z w/ 725 ` \ / / / r EXISTING GROUND ♦ M 0 770 �/ 765 // ^ /�,A 3 I N RJ STA 70+61 /J 720 / 720 oQ`'' / / // 765 7 5� 18' EPDXY LINED DI FM, CL350 o 760 / _ / ^ / 715 J/ _ 715 / / / / �� _ m 760 / / +� 755 /� ,/ a Ni W 710 710 / N RJ STA 67+43 // N // 18" EPDXY LINED DI FM, CL350 755 / / / / 750 / / / / 705 / / 705 / r / / 3 / 750 / m / 745 i-,\ ,J `/ // 700 700 /7/^ 1 745 740 695 695 740 735 692 692 735 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 73+00 74+00 75+00 76+00 77+00 78+00 78+50 Freese and Nichol m E U •C c v LU CU OJ 50 50 0 0 z ®%•®,0 CA/ ie ® �; S //: �-7 • SEAL r-' 028398 - ®®®, ✓n�b�yed hy: 317.i, zr 5f245D... O N z J 0 U U Nw 1Dw ocn W I's CC lD M M W zm 0 W z z 0 ~2 2 a D L1J U Lu `mow O >- >- LL ~U p U tr)z a uJ LIJ cc F&N JOB NO. HPT19570 c-I N O N cc 2 Lu F 0 J 2 0 w z w z 0 0Lu 50 m U 0 w Lu 0 0 Lu a 0 FILE NAME CV-PLAN-SHTS01.dwg >co - 0 7, O c_c• U N 'L .c (' 0 C C 0 0 "n -C . •� U O -0 C C f6 0 •�� �(C CO -0 w O z SHEET PP-6 FINAL DRAWINGS ISSUED FOR BID SEQ. Plot Date: 3/2/2021 1:14 PM Plot By: 02876 Filename: N:\WTU\Drawings\CV-PLAN-SHTSO1.dwg ACAD Rel: 23.0s (LMS Tech) Filename: N:\WTU\Drawings\Permitting Set\CV-PLAN-SHTS01.dwg Last Saved: 2/25/2021 1:32 PM Saved By: 02876 [Aid 917:7i 1707/7/F -c eueN 9L270:A91 z c 5 CfQ LA -c ro P'TOSIHS-Nv1d-AJ\leS 2u1 00 AND Am Zig ▪ 111 m G) O m m D • m m Z T -0__ O -o G N z mrn D i mn — ZO N Z Z 1 BZ DEEP RIVER BUFFER ZONE STREAM E NO IMPACT, REPLACEMENT OF `ez EXISTING FM ...�" :12/06,4, - iieltwaPoStow43,1,:011:0:...1,..6e7-*/* - fig. +�-. ��.�. �.��'�ii�'�'�i 11110 REPLACE EXISTING 12" FM WITH 18" DIP FM B6 ZONE 2 STREAM E NO IMPACT REPLACEMENT OF EXISTING FM B5 ZONE 1 STREAM E NO IMPACT, REPLACEMENT OF EXISTING FM NCDOT ROW S3 STREAM E NO IMPACT, REPLACEMENT OF EXISTING FM i° I n z a H 0 BUFFER IMPACT STREAM ID IMPACT DURATION ZONE I IMPACT (SF) ZONE 2 IMPACT (SF) STREAM IMPACT STREAM ID IMPACT DURATION AVERAGE STREAM WIDTH (FT) IMPACT LENGTH (LF) AREA OF IMPACT (SF) B5 E NO IMPACT N/A N/A S3 E NO IMPACT N/A N/A N/A B6 E NO IMPACT N/A N/A DEEP RIVER IMPACT STREAM ID IMPACT DURATION ZONE IMPACT (SF) BZ E NO IMPACT N/A BZ E NO IMPACT N/A 40' 80' 1 60' SCALE IN FEET —R BZ BZ 1 BZ 2 LOD V 7 7 7 c DEEP RIVER BUFFER ZONE STREAM BUFFER ZONE 1 STREAM BUFFER ZONE 2 TOP OF BANK LIMIT OF DISTURBANCE PROPERTY LINE ZONE 1 ALLOWABLE ZONE 2 ALLOWABLE IMPACT STREAM IMPACT DEEP RIVER BUFFER Freese and Nichols, Inc. North Carolina Registered Engineering Firm C-3916 ISSUED FOR PERMIT J