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Home My WebLink About20231561 Ver 1_USACE Permit_20240315U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2020-01186 County: Guilford U.S.G.S. Quad: NC -Lake Brandt GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: RAK LLC Phil Kleinman Address: 1801 Carlisle Street Greensboro, NC 27408 Telephone Number: 336-580-6401 E-mail: pkAyremiersoresinc.com Size (acres) 25 Nearest Town Greensboro Nearest Waterway Richland Creek River Basin Cape Fear USGS HUC 03030002 Coordinates Latitude: 36.13571 Longitude:-79.79171 Location description: The proiect area (Proiect) is located at the northwest corner of the Pisgah Church Road and North Church Street function (Parcels: 7866690508, 7866691720, 7866693634, 7866695656,7866686730, 7866691367, 7866693483, 7866695486,7866694209, 7866696301, 7866685917, 7866681947,7866589877, 7866681737, and 7866589526) in the City of Greensboro, Guilford County, North Carolina. The Proiect extends north from Pisgah Church Road along the west side of North Church Street to Dixon Street and extends west from North Church Street to Ransom Road. The review area is shown as the Site Boundary on the USGS Topographic May Description of projects area and activity: This verification authorizes the permanent discharge of fill, including fill and culvert, into 0.064 acres of wetland impacts and 79 linear feet (0.009 acres) (18 linear feet [0.002 acres] of permanent no loss) of stream channel. This verification also authorizes the temporary discharge of fill material within 10 linear feet (0.001 acres) of stream channel for the development of a road crossing. The discharges for W2 Wetland Impact (ex- Stormwater management facilities) are authorized under NWP 18. All other discharges are authorized under NWP 29. Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Nationwide Permit 29: Residential Developments; Nationwide Permit 18: Minor Discharge SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached Conditions, your application signed and dated 2/2/2024, and the enclosed plans North Church Street Development Existing Wetlands Impact Map, Sheets 1, 2, 3, 4, 5, and 6, dated 2/2/2024. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at (252) 808-2808. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Laura J. Meyer at (919) 634-1595 or Laura.J.Meyer(&usace.army.mil. Corps Regulatory Official: d— 2Z&u, Date: 3/15/2024 Expiration Date of Verification: 3/15/2026 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.artny.mil/cm_apex/f?p=13 6:4:0 Copy furnished: Agent: Pilot Environmental, Inc. Bradley Luckey Address: P.O. Box 128 Kernersville, NC 27285 Telephone Number: (336) 708-4997 E-mail: bluckevna,nilotenviro.com Agency: North Carolina Division of Water Resources Seren Homer Telephone Number: (336) 776-9698 E-mail: seren.homerndeg.nc.2ov SAW-2020-01186 SPECIAL CONDITIONS a. Suitable habitat for tricolored bat (Perimyotis subflavus) may be present at the site. On September 14, 2022, the USFWS published a proposal in the Federal Register to list the tricolored bat as endangered under the Endangered Species Act (ESA). The permittee understands and agrees that all work associated with the clearing and removal of trees and removal or modification of culverts must be completed prior to the effective date of the final listing of this species in the Federal Register. Work associated with the aforementioned activities not completed by that time must cease and the permittee must contact Laura J. Meyer of the Corps at (919) 634- 1595 or laura.j.meyer@usace.army.mil to determine if additional coordination with the United States Fish and Wildlife Service is required under Section 7 of the Endangered Species Act prior to continuing work. Action ID Number: SAW-2020-01186 County: Guilford Permittee: RAK LLC, Phil Kleinman Project Name: Pisgah Church Road Date Verification Issued: 3/15/2024 Project Manager: Laura J. Meyer Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: Laura J. Meyer Raleigh Regulatory Office U.S Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 or Laura.J.Meyer@usace.army.mil Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date -1 -i rz LI > Cj 6 + z 4 6 k- m N O N 1- v O LF-GENID EXISTING WETLANDS 111 1 11 II 1 II TN u �o --._ L = T' w fa ---�_- - _ I - ----- -_�--��-- -- 0-9gZRI .-� II WETLANDS IMPACT AREA .�-- - — _ _ � - - I --- I ``, - FES FLARED END SECTION i-- 11 I `\ I CI � CURB INLET CB p CATCH BASIN / + y GI ❑ GRATE INLET AK PisI Church , , 1 // g, " ! ,' -- -- - "- 11 YI ❑ YARD INLET .. 1 ,;, "-r ----�,- ' -- _ - - - _ - T� r-.�--7-- r " - \� - ; ti _,--' - % 1'': a � _ ------ - r I -- _ __ ° SDMH 0 STORM MANHOLE 1S-7IF/z.? ✓ '` i . _ /' \`. _ _ ` _ s _`` �,a�M,+�° i s,' STORM DRAINAGE PIPE `Y c`i ` - \ %, , -w w- �' o(" w+"" Z AWATER MAIN _,. _ _ - y' _ - `'\ `'__ fit+ , -,i '�--01"I'-"'"- -/.-4I?—) 1q ,-k--�O- ,Ib �TI ,-,---.)" -z1-'"i,\i&It,I i-", , "--I,� ; rI.'I ---IIx-QI7I, z"-oI,1-* .I- -,. \I,10,,t-p- '1,-/�- - 'X;I I`-, - ,V— .,V. .I-I- , - -I , -?-�),\Il ( % -`-' - _` \ -- : C `` -- - '\ ?�\ >.` ` \ OLD'`}OT E cY e��9 t rl 4\ I I t\ r, „. 4 - 1 w ' ` I % `-\ ``--` ``' `` \ _ -"� SSMH SANITARY MANHOLE /• - �,;� O �\ �`\ I ', a _ \ -` : - _ " -_ - / /�i J /�'�, `' \�� ram: -J'� `g ( I tl `- ., '�..,, p(✓k --I O - r r, /' A"'` ,.�.��.�`, rI �,� ,t\ _ '1 t E _ r "-- r, _ _ _ " ,n „", 't \ r -)s \'\, \;: \ \� `\ �.; _ ; .,S` n � ,0 / LOT uk - _ ,' Fi- _, Q" In :V ' /�,` '- U , `\ `\ `'``: \ \ ` _ -, - J _ ,,'' ` , i �,y YID'. ,�i ,, nn \ - \ v` - l r w. \', " z i1 M1 • 'r' - \\ r 9 \- l Q �f °d r ,�.' �-r ,><;�' 3 - � 7i `1 � ��I \v('� •a I I hllllll�K ._,i" - , ice\- ` _.\ °\ •: }::. o `' 4 C, _W / _,- _ o j' ;%/ ``i.�;`,: 1`\ '\._-� 'x ( ? `;�" \, - ebb, - ' \ - i\ `'` \ 1. a:: a. rr' l - w.4 yr r/ #y t }`1 _ - - � ` - eM' e'P' I W / Yam' - O of ea J \\` \'` ,, \ `, ,` , r; \ \'` r' ODe 4_ I O 0/ / - r -' s :'/ `:' \ ``` ti ( - 01 - E \' ! , ` o � - I lL S, L V1 ' T _. - `\1 J i f '/,- - -..- \ \ \\,`,`\` , \ ` `: \`\ \` - - - `- 1 i I �'y' d`-' / r ,r _ ., j - f' i� (n 1L `` / - - - ``\ ` ``,\,`,`" `` :'•`•,:•::•::•` 1•:•: a __ \ ` i I� t - /NDi' __ J / I�yI` ,','I ' ` \, , ` 1\`` - n , _ \`` ` �``\I\ y 9'' /' /' J S i (/ _ -�\, ,\` :%! \` oak C O ' 1' �'`., - \I`\ s \' -- , � : ;, ` \\:,`, > a 1 ` ee►�t,: - ' e+� o J O dJ '.),` -\`\ ,'t _ ,__.,` `'E` `,\`, `,`:,`` -,\, ;``. _ ^� 1, , ,; pv}-,,, eb T� -,- \ \ � :iII�I��rN�iIi�IIIr1"I.II�!iI.IIc�i,I1I"1I l.I� i--!f."v.-11--b1"II" I,1fS0, ,-1 "I."i -lI---:--"i, l, .1,,14-"I ` 1�C\.--,i" --1,I\ ,,11I --I-I1"-1 -,,�",- �1.-" �1'1,f 1 i I � ,- --"l-—` " ,1t1JI,-I,, r\1 1-,,,-i .�,) I1- -i -.1-1I---I):'-4�-,"/i--j -I-�r-l"--,:l , -Iz l .� ,.-, ,-�"1, 1",\"r ;1")1 ,, t,-" r'" � ;,d', -..- ,J ., - ," I I-"�I-,'I- ,-I1-�1II"1 ,-1,-I�.,-, .I, \, , �, " ,'"IlI- --.tj I"", "-'��, A/1;I,il. -f" ""I,I- _1I)I ",I "I.1 -�I ' .- k'I 11'..j" ",-\I -' I -W', I-,�\-�\11 61-I .;, 711,- ." -I 1 �-z,""A,/-q- t -L,I --,(.j, ' II,- �1".) 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CPT ENGINEERING &SURVEYING, INC. 02 W. MEADOWVIEW ROAD, SUITE 116 ( ` \1 (' rI r, (f ), -/- �' ; ,' ,-,\4400 TYNING STREET -,"�I-,. ,-"\'--,., \," '\-l)-\, A,,-,-1,"- \ iz1 \,iI"\j-t \,, j,\,x ,--"-\�11 - \,Z"�r -I---,N ",1-,ll,,," I ,,;,�:\-�'�m,�t--' `\� ,II,,,r�\I"A\<*, .I_,,--iI1.',,-r1\I\--.z,--f,1-�1\,f "r',\\T,I,1,' �-\I�', \,'"w - 11"",�\1\%,\-\,,--Al-1"z , '''"I "-q:�,i-----1i,/,\\"\i"I \,-�"M i-,,"I�,',�04 , " -,,1",N,%�,,:�IIi /.-,""9�\i-��\ "�,". • _ i _ 1, ° �'�;,'' ` \; r `\ ' ( `r_: �_ ` "" _ _ = HIGH POINT, NC 27265 GREENSBOR , C 27409 7609 BUSINESS PARK DR \;\ _ " (_,,; " _ I Q - `_ > -- :_ / CONTACT: CHUCKTRUBY, P.E. P.L.S. CONTACT: PHIL KLEINMAN �_ ' _ ' ' ` - ' : "f __ .(I ,; `'` %\ PHONE: (336) 812 8800 EXT. 304 _Y '\`` a:`` "�J'r _ ? �'`` '`,_ i - '/I i` - - ,_, I1} C:\ PHONE: (336) 851 0568XI STI NG \ i i ,% '> /' 1 (= 1 Sc FAX: (336) 812 8780 FAX ( ) 51 0569 4 `' `; INTL,4NI�5 -' _ \ I-- r ) - � � o - - `--------- ,i" __ -„ " " \ t_,11 ` \_,1, ,,,, EMAIL: chuckt@cptengineering.com 336 8 t = --- -_- - MAP. ' 1 ' r' , _ J J fM14 JI e J _ : ===_ ` - _ _ 'r•' J _ ; : _ s ' = _" ' `--- .. -- -- < ___ = SCALE: I " — 100' o - _ `_ - GRAPHIC SCALE ;I , , \ \\ = :=:o " !''' _ ,r� r/ t y - - r _' 700 0 50 100 Zoo 400 10/I-7/23 i I i I , ' _ _ D/4TE -_--_ f r--��/i ` '!li,\I r`C ',k'^', --,I 'llC\ ` ": e.``'; `"• \\ _ - - _ '~t; `1, ,., ii_'. .' ____ f ., r'`, I : , 'n-'' ' :\� ' ;i fl ;' _ - " ' - � ° is PROJECT' 1-154-22 - _ - - _ --- - ,,• - - '; '1 ;.r ' ;II (IN FEET ) ,^ __ 1 1-4 _' ' - - � `l a _,` _ ; e -_ - / ; / ,, _ J" o ti, 1 inch = 100 ft, s `'" ^. r_ , . SHEET 1 0 Q E z X ] �-- \ - - ---- ------ - - - - ------------- It I � / > % A -j :s a Amap AF T• i \ � 1 6/ I I � '\ ❑ \ I I 1 �1 \ " .70 dff it wv- NAIP 10 Ilk 'I , \ " /_\----- \ M k ti \ \ ✓ 1 i ' i� / / ) \ \ 1 111\�` _ (// �f/�/ �r I 1 J / 'y\'I'I\ \\ L � � �� t1\\ (III (I (1 S / `� � � 'l r� ( 1 ,, f I — ' �\ ,� \ .� \\ � `\ ' ~ ;�' i,-'L �?'-�;�='r �•;I � �iiJl / \ I \ 1 4 I 1 I}\` q \ _ ` \ - v�1,_l 1 r( \ SPF�tiIV v \ \ 1 0 1 \ 1 \ \ I\ r� �� - 9'';r 5 oaG�,a P° °mod �/ / r►x' i I 1 li \ i \ \\ \ lif it \ \ , � _ �\\ \\ I l � r 1 \ \ 1 I r ( ( I � ( l J t I \ 1 � � ► � �,' ` ,- �'' - ��: , � / \ (5\ /%' �i ;; �\\ 1 / J ► � \ \ I \\ % �/Y�`;\ ®' •// - � / I l i� I I; �5 L�--,—_ -- ---`� \ ill �Y \ J LF-GEND EXISTING WETLANDS WETLANDS IMPACT AREA FES FLARED END SECTION CI 0 CURB INLET CB C3 CATCH BASIN GI ❑ GRATE INLET YI ❑ YARD INLET SDMH 0 STORM MANHOLE STORM DRAINAGE PIPE WATER MAIN SSMH 0 SANITARY MANHOLE ti NETLAND5 IMPACT 5UMMARNr AREA # IMPACT AREA I 116-70 5F 2 62 5F 5 Icl8 5F 4 621 5F CIVIL ENGINEER: CPT ENGINEERING & SURVEYING, INC. 4400 TYNING STREET HIGH POINT, NC 27265 CONTACT: CHUCK TRUBY, P.E. P.L.S. PHONE: (336) 812-8800 EXT. 304 FAX: (336) 812-8780 EMAIL: chuckt@cptengineedng.com OWNER/DEVELOPER: RAK Pisgah Church, LLC 2302 W. MEADOWVIEW ROAD, SUITE 116 7609 BUSINESS PARK DR GREENSBORO, NC 27409 CONTACT: PHIL KLEINMAN PHONE: (336) 851-0568 FAX: (336) 851-0569 GRAPHIC SCALE z lu I OL 0 lu lu Q 0 v z z_ U)("4 z Nd) LU N � }ate �m ZUJ Q zv� z�' zoo 'Qom oZa, W z o_ z =m � o lu A- vU- 1 Q z lu K lu 0 I WETLANDS I IMPACT MAP SGALE: I" = 100' 100 0 50 100 200 400 I DA7E: 2/2/24 ( IN FEET ) 1 inch = 100 fL PROJECT: 1.74a-22 DRAWN BY: JAB SHEET 2 Fnalow RAT. VA � � I + + 1 / + + + + + l \ + + + + + + + + + + + \ � RETAINI \ I + + + + + + + + + + + + + + + + + + + + + + + \ + + + + + + + + + + + ++ ++++++++++ \ + + + + + + EXISTING / I + + + + NIALPEREN+ + + + + + + + + + + + + i++ + ++ + ++ + 5TREAM +e*+ + + + t+ ++++++ +/ j)Nd+++ ++t +t\ $� 8 8 +++++4, + + + + + + + + + + + + + + ++++++++++++++++++ f+ \\i /\ \+++ _+ o...t ++ + + + ++++++++,+t+t+t+t+++ ++ + + t+++ + + + + t + t+ + + + + + + + + + + + + + ++ + + + + + + +r+ + + + + + + + + + + + + + + + +�-+--++ + + 111\\\ ti� + + + + + + + + + + + S+ +-+--++ + + + + + + + + + \ I \ / + + + + + + + + ++ff � �ttt+ttt�t +t+ t \ \\\Y/ tt ITTEN ++N + + TERM \ -� M I. + +++ i � �—d rip 01 \ \ oIs, p y \V A••• \\ \\ d1 \ lS 8, s O �C / 4 NETLANDIMPRG q1 A Ik70 5F 11 846 2 S p,XON 5T c � ti s� z • SITE R- I I/ VED STORM RAIA RRAA MANHOLE 30 \ I Wig/ �C I I WIN(J RD VICINITY MAID I. = 400' LE&EW: -752 - - EXISTING GONTOURS ® 2' INTERVALS EXISTING GONTOWS ® 10' INTERVAL5 -rwvvwvr EXISTING TREELINE STREAM TOB- TOB TOP OF STREAM BANK EXISTING WETLANDS WETLANDS IMPACT AREA 30 0 15 30 1 inch = 30 ft. SCALE:"=20' DATE: 2/2/24 PROJECT:446-09 DRAWN BY: JB SHEET 3 �ns�oNs DIXON 5T 2 � c � W DOT 840 2 s RIM 861. �1 INV. OUT 840 OSED AGK OF 1 • STAND CURB DOTD84052 RIM 8b3b0 P iNE INV. IN ADWAY ELL. 54.10 /G863.6 I V. OUT .07 pqN� B OF P R RET M516N BY— Zoo� ' ACTED I ' 18"RCP IS°RCP 856.E IN 855.1400RO551NG 5%CROSSVICINITY MAP ' FILL 0 / 1�JI LF "p�GP e2 845.1100RO551 ' 36"RCP / J ju r 30 0 15 30 1 inch = 30 ft. >2�4"RCP eO55A5 EX. E Slo O`/ li EMBEDDED CLASS B '1y� RIP -RAP WITH FILTER = SEAL - FABRIC UNDERLINER = n 14984 51-ALE: I"=40'HORIZ. F 51-ALE: I"=4' \/ERT. 'fj�•. NGINEE�.��, INVERT � : " DATE: 2/2/24 / %�FS' P TRv PRO,JEGT:946-09 DRAM BY:-6 'Z/2 12-4 SHEET 3.1 Sol / \+ + +4 \ 1 \ 1 +++X + 1 r ++++++�t+++++ — — — — 9 \ + + + + + + + + + + + +' \ + \ \ + ++ + + + 1 \ +++ I ++s,�ds,++ \ J EXIT TINE 06j� + + + + + + \ I �— PERENNIAL J +++++++++++ 5TREAM \ + + + + ++ 2\ OF 5T6RETAM + + I+JF + \ BANK + + + l \ � �\ +++ + 1 I� `BUFF'E�IMPAL�T �\ \ V \ + +++ +++`++++ I �( Z,ONE 1-� 3 O 5K \ \ \\ \ \� +'► +++ ++ +++ 1 ('� BU�F IMPAGT \ \ \ ++++ ++++ \ ZONE 2,337 �-,F I \ \ + + ER DAM 51LT 6 I + IWCS+ + \ \ \ \ \ \ Y RPR POSED + + + + — 5iREAM I AGT 51 2 3 t r�\,5,5 \ \ 51-42 "RGFZ 6 LF 3955P \� \ \ \ \ \s2"- BEDDED RTP RAPNOLF,gO.5F 1 ) : .: � \ S�SA•AI�BAi�GOF�R DA� ISO�Ls#�j, \ \ PR0P\05W\ \ \ \ \ \ RETAINING \ \ WALL PROP05M \ CURB d GUTTER \ .04 1 �j o\(o o" 00 Or' -\:.un --EX6TI �NT n=uui A ... y y.l.•. ....... 1-41 RETAINING WALL,., — \� `-�— -RITAINING K64 \ `� �ER F PAN, // r OG AUATE TO + iNT NO MAL5 TEAN�'FLOV�i + + + + + + + ++ III \ + ++ +�+++i ` t + + + + + + + + + 1 + + + + + + �r + + + + + + + + + + + + + + \+ + + + + t + + t t + + + + *+++++�'++++++�++++++++;++ inN 5T VICINITY MAID I " = 400' LEGEND: -752 EXISTINS CONTOURS ® 2'INTERVAL5 — --150 — — EXISTIN6 CONTOURS ® IO' INTERVALS EXISTIN5 TREELINE — - - - STREAM — TOB— TOB— TOP OF 571REAM BANK EXISTING WETLANDS ..... .. ... ... ........... ............. ............ .............. ......... 30 0 15 30 1 inch = 30 ft. AA11I IIIII//////// p��N ECAo 0�/ SEAL 14984 �\ ENGINEER IFS P TRv� \\ Z/Z/Z4 SCALE: I"=20' DATE: 2/2/24 PROJECT: q4(�-Oq DRAWN BY: JB SHEET 4 550 g�0 T�NIPORARY SANDD 5 I EMBEDDED GLASS RIP -RAP WITH FILTER FABRIC UNDER2/2/24 LI b20 ILL -� DIX�N 5T Z c c� sPRDPOSW z s •SITE VICINITY MAP 30 0 15 30 \Illlilll/ 1 inch = 30 ft. - SEAL = _ 14984 - .s •, :� ; '. , G IN E ,,� �� 22/Zq / �enaa+s G ADWAY EL.6 STANDARDSACK STAND PROPOSM 5 � � 7 a Q 42 B / SCOUR TEGTI RIP FABRIC ULF, WITH FI UNDERLI TER SCALE: 1"=40'HORIZ. SGALE:I"=4' VERT. 20 DATE: T:4146 FRO-Oq D��:� — 4.1 kli Ct ++ ++ + + Is,++ \ \ \ i ++++ +N + + + r r _ +++++ `++++++ 1 +++ + �m + + + + + + ++ + +++ ++ + + + \ \ \ + + +sods.+ + \ \ \ \ + + + +� + \ \ \ \ \ \ I ,\ ++++++� + + + + + + + \ 1 \ \ \\RIP -RAP \ \ \ \ W3 WETLAN \ \ \G8 5F A ,,.:: ........ / ...�.. v RETAINING WALL RETAINING :.t / PR�OP05ED\' \ POS)=7 ::....� ( RPTAINING WAL�. \� CURB d GUITER f \Al 010 AM + ++++++++++++++++++++ / + + + + ��++++ + + + + J W DIXo� —5, z • SITE , �551-01 P VICINITY MAP I " = 400' RevlaoNa WIND LEGEND= —752 — — EXISTING CONTOLIRS 0 2' INTERVALS — —750 — — EXISTING CONTOURS o IO' INTERVALS �^ EXI5TING TREELINE STREAM — T013— TOB— TOP OF STREAM BANK EXISTING WETLANDS ++. ++ + ++ + 0.-+. ++ + WETLANDS IMPACT AREA 30 0 15 30 1 inch 30 ft. . y SEAL n 14984NIS �\ WALE: I"=20' DATE: 2/2/24 PROJECT:g46-0-1 DR w,N BY: JB SHEET 4.2 i dl s �-PROPOS�D� -� BUILDING / + t r � � t t t ++t+t+++++�++ + + \+ T + + + + + + = S + + t t t ,+ + t t t t t t t t t t t t t� t t t + + + + + + + + + + + +/+ S+ + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + PROPOSED I RETAINING HALL / PROPOSED " CA RB4GUTTER \+++++++++++ ++++++++++ roepf roe A "'0 ti Sol / + + r + \ \ 1 0 ++++ \ \ \ 11 % \ ++++++A +++ \ \ + + + + + + \ / 49 + + + � + + + l 1 1 -- =�1 • V�xo� 0 ,.I- , �ooy?-Ol P VICINITY MAID I' = 400' —v` we EXISTING GONTOURS m Z INTERVALS — — 750 — — EXISTING CONTOURS • 10' INTERVALS -wwwwr EXISTING TREELINE STREAM T015— TOB— TOP OF STREAM BANK 30 0 15 30 1 inch = 30 ft. REVISIONS SCALE: I"=20' DATE: 2/2/24 PRD.JECT: g4b—Dq DRAWN BY: j5 SHEET 5 CYs action NOeW PT4R -MC 5 Enp. ., g Feld Hmdb oh ENERAL NO I. PRESERVE NORMAL BASE STREAM FLOW. 2. IMPACT LENGTHS SHALL NOT EXCEED 39 LF (STREAM LENGTH) AT THIS LOCATION AS MANDATED BY THE PERMIT. 3. 8" SANITARY SEWER SHALL BE PLACED AS SHOWN. PROVIDE DUCTILE PIPE WHERE INDICATED. Exisang Y. P'Lfiw-v a.r SOO bNM1k fflnncking wrmlp ,'rrR Top uF r1prap SLIM 0-'C�n�j 43raawA bed m Wmque tabrk.Abr C4�►E�3W�j_ I. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 2. STOCKPILE GRAVEL (IF PRESENT) FOR U5E As STREAM BOTTOM RESTORATION MATERIAL. 3. CONSTRUCT TEMPORARY COFFER DAM(s). 4. PROVIDE ADEQUATE PUMPS) TO DEY4ATER WORK AREA. DO NOT REDUCE OR HALT STREAM BASE FLOW. DISCHARGE PUMP EFFLUENT INTO SILT BAG. DISCHARGE SILT BAG BEHIND SILT FENCE AT SILT FENCE OUTLET. 5. INSTALL STORM DRAINAGE PIPE. SEE PLAN AND PROFILE DRAWING FOR PIPE SIZING, TYPE, BEDDING, AND SLOPE REQUIREMENTS. 7. PROVIDE SELECT BAGKFILL AND COMPACT IN SHORT WELL COMPACTED LIFTS. 8. SEED UPLAND AREAS As SOON AS CONSTRUCTION ALLOWS. 9. REPAIR AND STABILIZE STREAM BANKS AFTER PIPE INSTALLATION IS COMPLETE. SEE RIP -RAP REINFORCEMENT FOR STREAM BANKS CONSTRUCTION DETAIL THIS SHEET. INSTALL THE PERMANENT STORM PIPE: The storm pipe is to be installed in the dry within o 2 to 5 day window of storm events. Gore will be token to keep clearing and excavation of the stream banks and bed to o minimum. Stoblilize all disturbed areas subject to flowing water with rip rap below the stream bed. Upon completion of pipe installation, fill, compact, and stabilize the stream bank slopes properly. Remove any in stream sediment control measures only after areas are stoblized and permission if granted from the Gity of Greensboro Erosion Gontrol Inspector. IF NOT ABLE TO INSTALL GROSSI N6 IN THE DRY: Then they must be installed with the use of Goffer/Sand bog Dams. The dams will be installed above and below the pipe installation. Pumps will be used to install pipe in the dry and divert stream through and away from the crossing installation. Silt fencing will be used parallel to the crossing to prevent down stream impacts from siltation. The installation of pipe shall not proceed until the flow has been diverted. Upon completion of the pipe installation, remove the temporary coffer dams and pumps) and stabilize any part of the stream that is unstable appropriately. The temporary coffer dams shall remain intact and functioning until thethe stream bank stobilizotion has been completed. Gheck and reinstall any silt fencing than needs to be repaired on o regular basis during construction. Mat the slopes above the top of bank with erosion control matting as soon as permanent grade hoe, been established. Pipe installation should be completed within two weeks. Any material that need to be stockpiled near the stream banks will be protected by silt fencing. Temporary sand bog coffer dome, will be removed within 2 days after the culvert has been stobi I ized. O � O EC A 0 O`/2 2: Q� ��< ''. 7 SEAL n 14984 - '9 FNG I N EEC •'�, P /u1 �11111N� IO/17/23 15CALE: NTS 1 DATE: IOA'1123 PROJECT: 946-09 DRAWN BY: ,s SHEET 6