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HomeMy WebLinkAbout20171602 Ver 1_USACE Permit_20171220SAW -2016-01448 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW -2016-01448 County: Rockingham U.S.G.S. Quad: NC-REIDSVILLE QUAD GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: City of Reidsville Preston Mitchell Address: 230 W. Morehead Street Reidsville, NC 27320 Size (acres) —2.6 Nearest Town Reidsville Nearest Waterway Little Troublesome Creek River Basin Cape Fear USGS HUC 03030002 Coordinates 36.348622 N, -79.694798 W Location description: The project area is a 3000 -foot long existing utility corridor running between Freeway Drive (US Hwy 29 Business) northwest to the UNIFI Manufacturing Inc. textile plant, located at 2920 Vance Street in Reidsville, Rockingham County, North Carolina. Description of projects area and activity: This verification authorizes the replacement and expansion of an 18 -inch sanitary sewer line to serve the UNIFI Manufacturing, Inc. textile plant, including two (2) distinct crossings (projects): Crossing 1 (Stream Impact S1 and Wetland Impacts W1 and W2) requires the temporary discharge of dredged material into 37 linear feet of stream channel and 0.052 acre of wetlands (including the permanent conversion of 0.03 acre from forested to herbaceous wetlands), for sewer line installation; Crossing 2 (Stream Impact S2) requires the temporary discharge of dredged material into a total of 40 linear feet of stream channel for sewer line installation. Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: NWP 12. Utility Line Activities 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 enclosed Conditions, your application signed and dated 11/30/2017, and the enclosed plans, "UNIFI Sewer Service Project" Sheets G-002, C-101 through C-103, and C-501, dated 11/30/2017. 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 authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide 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 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 permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide 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 David Bailey at (919) 554-4884 X 30 or David.E.Bailev2(&usace.armv.mil. VODu=DOD, ou3=PKI,ou=U 30. m=BAIIEY.DAVID.E.l 3)9383)36 Corps Regulatory Official: �,,.. 0'3,,3,-05� Date: 12/20/2017 Expiration Date of Verification: 03/18/2022 SAW -2016-01448 SPECIAL CONDITIONS 1. Temporary discharge of excavated or fill material into wetlands and waters of the United States will be for the absolute minimum period of time necessary to accomplish the work. All authorized temporary wetland impacts will be returned to pre -disturbance grade and contour and re - vegetated with native North Carolina riparian seed mix. Corps Regulatory Official: Expiration Date of Verification: 3/18/2022 Digitally signed by BAILEY.DAVI D.E. 1379283736 DN: r-115, o=U.S. Government, ou=DoD, ou=PKl, ou=USA, m 13AILEY.DAVID.E.1379283736 Date: 2017.12.2013:45:56-05'00' Date: 12/20/2017 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 hM2:Hcolpsmapu.usace.anny.mil/cm anex/Pp=136:4:0. Copy furnished: John C. Vilas, McGill Associates, P.A., 468 New Market Blvd. Suite B, Boone, NC 28607 Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105 SAW -2016-01448 Determination of Jurisdiction: A. ® There appear to be waters including wetlands on the above described project area/property, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The waters have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated MAP DATE. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. C. ❑ There are waters including wetlands, within the above described project area that are subject to the permit requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference jurisdictional determination issued Date. Action ID: AID. Basis For Determination: See the preliminary jurisdictional determination form dated 12/20/2017. Remarks: None. E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and C above). This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room 10M 15 Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by Not applicable. **It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.** �. Digitally , signed by BAILEY ent, o .=Doo, 83736 ou=PK ou Z, o=US. Government, ou=DOD, ou=PKI, ou=USA, cn=BAILEY.DAVID.E.1379253736 Corps Regulatory Official: Date: 2017.12.2013:46:12-05'00' David Bailey Date of JD: 12/20/2017 Expiration Date of JD: Not applicable NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: Ci of Reidsville Attn: Preston Mitchell File Number: SAW -2016-01448 Date: 12/20/2017 Attached is: See Section below LAPPROVED PROFFERED PERMIT Standard Permit or Letter of ermission A RED PERMIT Standard Permit or Letter of ermission B DENIAL C JURISDICTIONAL DETERMINATION D INARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at or http://www.usace.gM.mil/Missions/CivilWorks/Reu� latoryProgramandPermits.asox or the Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the fixture. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division Mr. Jason Steele, Administrative Appeal Review Officer Attn: David Bailey CESAD-PDO Raleigh Regulatory Office U.S. Army Corps of Engineers, South Atlantic Division U.S Army Corps of Engineers 60 Forsyth Street, Room 1OM15 3331 Heritage Trade Drive, Suite 105 Atlanta, Georgia 30303-8801 Wake Forest, North Carolina 27587 Phone: (404) 562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunit to participate in all site investigations. Date: Telephone number: Signature of appellant oragent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: David Bailey, 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 Action ID Number: SAW -2016-01448 County: Rockingham Permittee: City of Reidsville (Attn: Preston Mitchell) Project Name: UNIFI Wastewater System Replacement / City of Reidsville / Rockingham County / municipal Date Verification Issued: 12/20/2017 Project Manager: David Bailey 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: David Bailey Raleigh Regulatory Field Office U.S Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 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 UNIFI SEWER SERVICE PROJECT CITY OF REIDSVILLE ROCKINGHAM COUNTY. NORTH CAROLINA McG■ ASSOCIATES E N G I N E E R I N G •PL ANNING • F IN A N C E 1740 M SMEEf, LUQ hIV IRCRORY. NCMI 401.1S18I.TZ VN MW UCWE1C-" 440 OCTOB R 201 T SCHEDULE OF DRAWINGS G001 ..... COVER SHEET G -CO2 ..... GENERAL NOTES & LEGEND C-107.... PROPOSED GRAVITY SEWER LINE PLAN AND PROFILE STA. 10+00 - 18+00 C-102 ..... 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MAVL NEAINO AFS�S -BIC 8U1E51E11 (AWROPWA/1 WANm), r AN CRASS (SRC S,FNw WTANM um RUE.^xm MxLsi >ry K A@JH], Smrda iAA+Nx�M VRCM.0 1s L /,m EA- CREE»Rli IsECHc CEPEAIE) 25 L lkM EACH wm , r AUOIST - AQali {PflBASEiuv daAulfule] is 1B5/W F - HETEHA HOP 100E (EAFKa: wPualA). B T 99a[M SFBCE (G.II£E S[OPAfaA). EN SEX[ ICAICA M].V10✓(.apOEA}} [RANWu XANcpTHw} iA51ETHa euR REEp fWARONWY A r (SANeuE1GCt> WA=). SYNr W1ypW [5W% A), HAUL. HOER (Alves eERRUUTA) NAME PUNT WX VARIAT NS Sruu BE AMAtOVEp by QlmTrc mn• N0 i `,tA R -a K YSE➢ --N t0' w TOP w S,REAv m aBVFA DANK. MA M 9rT.l ETL090H XN uEArygE5 WM PERNA T QVONN COt{R w ESrABUCIVEB. REG T arNAl APPIOVH. BTW NOatTal EM A "ARTLR.HT Ci ENNRO[ MT4 wwrr, NA&M ENE OF - aluaR. ,ANO— eo LAHO 13wum —Y- RpOV[ 50. ea13sQ[ cuNTR13l uEAsuRes AIA sTAeug nes ARc.c NPOES STORMWATER PHASE II REQUIREMENTS FOR CONSTRUCTION SITES AE>7s.va wre-Iocw3aR a xa � [Mona. W,i f� 1[waprcYmw wnaw�dw • r oP...x aIA3Mn ,a +0.w �voAVT.c yIDmlrL>� � ro"HVTixa�In .iEc PRDP EDER08IMMNTAOL AND STURM DRA%%8E LEGEND IN. ®N V-- W,I[T.RRir— lrAlMMr Anr[ tR.TN - ,PIOAa.r P•T Crlw ^rr'IwE ..w.P 1IVD M,d ® to.QeXlr.m.w.�t ..et .arae�cHw ® naa AaIM«ur aaEr nmis.al +wP.4w 1u.Prt .W �] 1.wawT r.an Qaw..A1 ffiar ...� ® sr,�w® unT..emN pm.n G Iro.N wreuA J w J 0 U />/ v) F w 0 U) 2 W r z w LL CDi -0 IL U � N LLI O Z ZW -J U Q W Z w 0 SHEET G-002 ups �� � wee uFrt vn .R .ar ameNeo f m o.. � am t MK [aIi PMu *,Hn iw .,va/wv r.aT ... 11a vE 1X.D • .� MFw ol,.dur. [a.r.i NPOES STORMWATER PHASE II REQUIREMENTS FOR CONSTRUCTION SITES AE>7s.va wre-Iocw3aR a xa � [Mona. W,i f� 1[waprcYmw wnaw�dw • r oP...x aIA3Mn ,a +0.w �voAVT.c yIDmlrL>� � ro"HVTixa�In .iEc PRDP EDER08IMMNTAOL AND STURM DRA%%8E LEGEND IN. ®N V-- W,I[T.RRir— lrAlMMr Anr[ tR.TN - ,PIOAa.r P•T Crlw ^rr'IwE ..w.P 1IVD M,d ® to.QeXlr.m.w.�t ..et .arae�cHw ® naa AaIM«ur aaEr nmis.al +wP.4w 1u.Prt .W �] 1.wawT r.an Qaw..A1 ffiar ...� ® sr,�w® unT..emN pm.n G Iro.N wreuA J w J 0 U />/ v) F w 0 U) 2 W r z w LL CDi -0 IL U � N LLI O Z ZW -J U Q W Z w 0 SHEET G-002 PLAN PROPOSED 18" RAVITY SEWER LINE Ill a a1 i STh 10400 BEOx PROPp5E0 SYR lN1✓< t{1N L - N TO OA MA { AREA surnLc LIMITS OF AMAR[4Ylf 1 OM6n=nrY Or DISTURBANCE peSA:STAiC LypLp7EE5 LTNEOT uNY.A[ fAIE 1 17 iE W.1r+v R AERr'ERi PROPOSED MHO4 1 I z G, < . z T . .i OrA1 £ Eh9Ci+ENI udi PROPOSED 4' DIA. l L`da NEW GLC2 A[PFS MTK NE11AIq \PACT. Y03 ww T w No AfM3 Lr FOR.fsfm nE+vou _ - - _�.�_. 44 .1=. -. STA_ +2a.O7 1 n U Z j xB �M1TUEiRf K w LINE • PROPOSED MH#2 1 a j y e i 79s_ uou_1,rpr O - 'm., wfa PROPOSED NM PROPOSED 4' DIA, MANHOLE STA. 10+28.78 PROPOSED v DIA. --4miyr2 MANHOLE STA.12+9848 CS7 .•f I4 iL - N: 945640.48~---Y---J^---^---�--- y■ q [wsnN pmLE v .ELL LINrrg OF >\ E9i705OWi DISTURBANCE \ f_ E 179$560.19 L g+-�• .-�_"-."�. _ Lf) •_�..�.— 7Mf ulr ".~". -_ -f _ - _"-•�--__�iY +P - s-_-['�aY [ 6 _ _ .. Q� W Ensnx¢aARDa _ l; [ EN87w¢ C Yi�ilPp •- _ 50' xa'E_r`=--t-__ _ �s+ `- �^ L b r-=;_ -_•�- _p7B.7 _ _ -. � tEn �� U SExW LAS � W Z z yy 1II h `�.`- } �p SAfryTwrr SF�'R]f xwu[eL •\ i MCE .m"'... _ i a ' iV IN• 4&IVPROPOSED R Erv! -YDi:IMI5' Srwsii4FT 3E1+En YAHNOLE IIiIi„i[[ - ---- -' JTE - PROPOSED 44AIROUB N�5[u[Ni12' -IX ioufik LLIj+, •. i� EL 1re05 W MANHOLE •• ` 59+48.34 xv 760[3 Ir ; SANITARY iAAT WNN0.E E R rt 945953.39 w Isi ` •\ , E: 1795481.69 . SO' JORDAN LAKEBUFFER 3¢$ +{++' * w, '' / e[v our” reals .�•' 'mw, _ t�. �� �`•' l 2 TEMPORARY dt.+ -SILT FENCE - ETLAND ��NOTES,- LLL1•iNOTE& [Y PP 5O' JORDAN L41Q L+'V ]. ALL XINiK SHALL BE PERFORMED DURING Tf1.66' //rEMFER ^, 8" D IGHTTHERHMIRS. SHALL 41 OINN DXLY-W" mew S<_xLN LtiL EiCAVATip1mt �( �+ ♦�� U J !� •WETLAND-A - Un IARr R1 u lE ' T- EL 7oa"]Y + ?RffP65FL A EIRSTNG MANHOLES TO BE OEMDUSHE0 PER Q (3 ARr (B YANwLE k NOP: r>bOB RWEA4 wv mf+TY. 7e5.7n OOMSTRUCnON DETAL AND EAS-nNG SEWER LINES TO BE ®ua ' nNiv oirfBieitiED ¢ f ENTRANCE ALONG ABAND[NIN PLACE [y+ ' syr V� _ F w: 1fagB 310 72�M ORA a.sAr BAHKS AL urnE '• 1 TOSTING SEWER Eu j�,,�LS [af095_ ii17s2 +s]OW • i.+� , { 4C rtrlAiCkiLlfvE WOUT, '^ O V! Z aB 1f[5' TAou o�+a`A:PDrnxLc� vxmr uc STA. 15f x W I 1 ^Jq'w LLI 56 JORDAN LAHEI• NO,L L¢OAiH1R5 OF En51w0 11mN AS AAE ANPR010NATL ONLY. Fr.ACr L¢CAnuiS A� is BE K YO w INE x,av 8.' TK CEN]RACiOR. wAnNvc R[N2 � �' 7 o I W u— PROFILE V? g 6 A E Hp6q •>a VERT +Y >aL o LL � !C O OuxB N f. a ih'z�s J O O D CO 29.1 1 z - y00EC - .- -_- mpg W ❑ O 1 PVC W 'oox O❑ 0C0Z • na �. f .o pip% d H sfo SHEET U ��=-3�z % = C-101 xe7a Lpt?.p 1We0 110+ 1MN' 11[HO ta-m 1] 1H4Y 1B m +8ae9 9B'p 1prpe rf+lo 1HB0 s,EwTAR. �+ PROPOSEO'E8' PLAN SGifi 1'• .10' GRAVITY s.Nilw.Y] �.RE9 4 HRE LP EL SEWER LINE ul $ U � ,• `� fm yTC, F' vuiawe ice. o _ _ 5v' .1GRDAR LAKE I �"� r �Cr f es~ yF LAKE B Pf+oPosm Ewlt9 PROPOSED 4' [ll STA, 24+05.38 ¢ C7 BUFFER -�° J r�.' '. -,.; FFFR swi,.wr sE MWHERF N:946695.54 ` 11�v., w n 1795119.66 I� OMlR:—D G7LIXAr i Ae + n ` V x g TEMPORARY urnE �T FENCE S j I %; f r TRd1gLE�EEN' ,1' •.r'I!'� ' • r F_ •�?x \�D /, i T"�,• '� r 1 J 1uc xrn n+r w., �uzai M1 _ 1 ' r � + ,EWGRARY•.�o; 1 l,` TN Thr r I -- - \J z i= /�// .: �{ %% •% r x .Tw Fi 167 -ss U-1 r_1- +Y7'1St- _ µ....tet=r. N 7R % C 73"'- .= _ --- �Sp7' 7B' H -A D'E-;-i 003 z '" a 5uA1Nir YrERPosMG 1r 4 / �5 LAM OF 1 agvv. [L ]D1.�' i Y.o �C r I f • T . r GISTUR 'i l9Y.x iw oiVii�.r'm�ei / �! .yE• -- . _ -.� � ! A •� / �. - _ Z�----- � • cc�Fm 1ry- c:1 r S gv art: •/, ' % � r i // /1. wEum T 1 ! EIIDAREPAIRSIRE ^ f I -• � rJeANT+' I � SAWiwv SEWER NANrve,E % {sxg i p z L9 ➢ 4 BANKS PFR OETAIL 1 /i f I �, L++V eaao6 -? • LMITS CAF MV Wr: m.r g ! IN IRB OAF PROPOSEO wo L•1 z l row n'r / r` PROPOSED a' RA S A ! REPAIR F- 1 M ' , % CA i -\ PEROE STA- 2 �FfAHNS PER OE7AdL N-9 75ZIG SILT FENCE H:94E75216T FEJICE AmM1w1+AL IEASEf1EN[4T C`1 � L•dfiTl--�_•. Y- i oSEo 1Z' [w E 1795090.50 / _ *N C� M2]Y ` 50. JORBAN LAKE 1r Pr-BOFFER Cv �7� •� •' NOTES; � }{� TOP 7Rf,3 4 �-.� W Z + 3 ow AALL WORK SHALL BE PERFORMED OARING A I OAH1Gfei NOIIRS. iXCLUOING OAELY C1 EaH-uP. ay(�EW�c C3 ' 2 WERE SPALL BE NO UNRTYENOED � � - LL �_ ✓7 0 j [rYosEG 1Y EXCAVATIONS rj� 16'1-1 S E7fI5TING MANHOLES TO BE OEMOlI5HE9 PER y_ A 1 , AND £1LI511HG SEWER 11XE6 7[) BE 41 - 1e MHfS ABANOOHEO q1 PUCE ABTAILANDONED SHALLLBE GI 9NOi D& \ MANHOLE TO CONNECT pgpp y e�e1 p EYSIlNG Y SEWER LINE Q U I - 1 ` 4• D1 O,AL MMIPOLE Eri5nN4 a' r' MAN A. 19+63.31 4 P�` 4eooa 1 N -i 4w46G27 .1 72149.3 "sE>•FR Ewe N:94669216 LLI a ❑ y HCRATAtA c E: 179546424 �So' E 179527526 Lu JWM LAKE N m CO[An Or En Nn uft n vN1rn Art AEERo uAT EA4,r- W 2 BUFFER WLl LOCARC6 ME 10 !>E. vfPoFRD x ME rrv10 Hm M [x,T1iRAc[rn- iw pn I I �: W 6 ❑ - ■ �+.+�I� (� PROFILE U) U) a stag: Nowa I,w - �j Iva VERT. 1v s 766 % Z L7 ? T9s �.of 7v6 U 9 — ew % sa W CD ' uLCA 1 o Z, o [ V O O W W7 Z .. -. Toe 7 zm Lu 7'A f j 1T4 I + —• T93 b a SHEET C-1 02 21aaa — - PLAN Vj m g suAc I'. ar PROPOSED 15" GRAVITY SEWER LINE v 3 rL4 a • Fz� Q` 111ir� c7 � J�� zE V 112' BNF irz- a9• PROPOSED com muonoN o y z S'NI 771 NAwpLE KpE195TING ew7v ENTRANCE ALONG SEWR LINE s Q of �w: My EX,59NG +. PROPOSEO NHo11 PROPOSED RP DU C ���222LLL DOGHOUSESED 8' DM. -C L;� MANNOI.E - Z" VL" O; sC1A6 SIE _ j-� r' �,� PROPOSED 4' DHA. MANHOLE1949 gvHT�r STA. 29+A9"s9 (S STA. X1+19.9] STA. 30+1 J N:94725278 9 E 179435"12 2E �o NI �oAEFTrmne sEAF.RA LINE 'o7945M.87 7945 E: 185,87 1 Fw5'ANS � .�_ ARLRl11RIEE a � _ _ OTFI'EAlxt� [xlTpryralLE � .P� '' dr g Jc_ --207"U➢'""—• nHU uw - W V 1' • YXIp10 Q f �O 4 BIA. �• c PESRAND1r [ASEud* y i PROPOSED MH�11 "`m\ '� 'Z, Bf)GH D -'DIA.MANHOLE • J J z STrlH28+2 s 1FlIPORAR7' `.\ .TSTA. 30+0622 SILT FENCE WITS OFJ APpT4XHK Oi nmA� _ N:947229"41 Oji o Q' N"94655&F5 1. vw>•i E: 1795019. pSNRSAN� d P.7ruwEUT nxKK£1 IR�206 EASTMCNT [NA4•RpLL9N FiEREr 4 ,o' PEAu4NEN- �._ L 17946{{.21 "SEWNY yam' aR rou 90 >'/�L C7 NOTES' - H LL V, _ 1.. ALL WORK SHALL BE EDAYLIGHT XOt NING DAILY CLEAN-UP. Fx'•sirv0 ENSfING +2' ]iv SIR—o< P. _l E il 2L TI[ SMALL 8E NO UNATTENDED US Q O ExCAVAnpKS, o - wR � z a, EXISTM MANHOLES TO BE DEMOLISHED PER DETAIL AND EXISTING SEWER LINES TO BE E � atR.AW 1 l 1 Lid ABANDONED W PLATE- •i10'nH w NOiC L T,O,i5 W DATING u11uTES AS An M PbuiwTc bar. DCACi LOCATIONS AIR 111 EE vEPoTEL E4 THE Fi L Bx INE L/1NiMCWt r, Np pxiE ACn90rr 0EfCw�nON Q LII LL. _ PROFILE (f)RAg T�5 I VERT. 1, Ek CONSTRUCTION 9EONCE' 1. NOTIFY TIC ONS -CALL OF EMINENT PROJECT WORK O LL Q = 2 AFTER NOTIFYING THE OWNER AND ENGINEER. BEGIN ADVANCE IfTILNY EXPLORATION ACTIVITIES. y Z 3 INSTALL ALL EROSION CONTROL MEASURES 41 A116 4 UPON SUCCESSFUL LOCATION OF ALL EXISTING UTILITIES IINCLUOING EACH EXISTING SEWER Y On SERVICE] NOTIFY ENGINEER OF ANY POTENTIAL CONFUCTS'WITH THE PROPOSED SETTER V p ALIGNMENTANDGRADE 5. BEGIN PROPOSED SEWER LINE WITH CONNECTION TO EXISTING nANNOLE. PROPOSED INVERT IN AT U Al i SS CORE DRILL NEW INVERTIN AND PLUG "*TING INVENT IN. 5 INSTALL THE PROPOSED ISSEWER WITH BENCHING EARTHWORK AND TRENCH SO%ES AS a� En NECESSARY. � 7 TEST ALL NEW SEWERS AND MANHOLES PER 5PECIFIC.ATIONS 8 PERFORM CROSSINGS ONLY DURING DRY CONDITIONS TO ENSURE MINRNAL IMPACT ON v F y 7S nu ATOM 5 3i 2 g AAM f 9 INSTALL F OA DQrM 1)Si MANHOLE ON EXISTING SEINER ON VANCE STREET EXTENSION AND $ 112 CONNECT THAT TO MH N13 AND CONNECTING TO EXISTING UNiFI INC" SEWER CONNECTION. i 10. PERFORM AS -BUILT SURVEY OF ANY REMAINING PERFORM SEWERS FANO CONVEY MENWID SURVEYOR'S ELECTRDNIC RLE3 TO ENI ANTER FOR VERIFICATION AND FINAL CERTIFICATION 11. CHANGEOVER ALL SEWER SERVICES FROM THE EXISTING MAIN TO THE PROPOSED IOr "N. 12. BEGNa ABANDONMENT OF THE OLD SEWER MAIN AND DLO MANHOLES PER PLANS ANO " - — -SPECIFICATIONS. 13. RESTORE ALL DISTURBED AREAS. W � nY nv QW LL o w Z 0 M [7 J � ne na ❑ � pC7 LlJ W y + as dy2� 0 7,15 no 0. �m g 1107 - aw:w' m7 SHEET r1(� U L 3 mL49 2]1.00 ri+eo mHm 1400 1Wq ay.90� ay.ao 1 NCOEO GENERAL CONDMONS I. FOR ALL UTUTY I S CONSTiISCTE9 *TN;N MRAKn AN Alai -SEEP IXriAA 5HAu K PLMED AT TME DOMlSTREAU (ldp URE MA T) Xl RMU lMd NA EMY ISO FUZ W THE WAL E/lT VMIL W UTUTY OOT% THE VEn . Mn-9EFP CGLLAR" -AV M CONS]RIKTf➢ MTH IX a OMONETE, Ci Ml Y. M P OR METAL CdIARS ME D �M NAT ART; DFECTON T DRRSEU. AND aE PfNDICTRAR MTLµp otossMC^a Tw.T ATE ORETr WT AW L .- .50 rmt LCwO 00 NOT N� AMR_9 CBLLARS I THE MIIM W TOPSOL AND • 5 WM Ti[ nE�M ALONG U%Tr � 9 BE MMIM ro VE GPiATEsr fMNT .RRCTCAL WRN6 E%CAVAnft THE B+Au KRL R F TFOMH ONLY � Tl� WMMSA � P O 9^AAO �.0.� AVASEp f UT W i E5 N W % S MAMY ERDu R9`X1Ls NID 'Ml1 BE BAgfFAtfR MM s SE.TAUEMT M ERC]ON CARD YEAAgEg %MARL NOT BE PLACID IN O'ETI.SMVJ M WATERS CLSPT WTAAN ME FOOT T OF POIUITTED TEMRORMv M R AWNT lYPACTB H. ER090N CDfATROL MATING THAT DlO MMATS RUSTC MM MO/OR RUSTC T SHAu NOT Of u -Na SN NMRS M Mn .ET M aA; rAfac IN TATMYCEHT w S LAYS SMAu K wemllC SO THAT TIE RDIAHD %TRE" DOE% MDT CLUE IH CONTACT MNTIE pIsM ARIA 0. RERLrAJENT = RTS 9E511 BE DE AMD INMN 9f CN A MN T T TIE CMMAN SMm Wi[FII A NOT AATAEC IND ALLo1Y ELR AWATC LYL M� OLNM+G EArr FLOR'S i. ALL TO M' Fn1 A+II MLARTS SNAu iE RIWiMD AMO W WACTEO AREA WH M RETURIED TO AT CdH tOvrS WTHR W LAr9lOM UA A THE Tb�OP,Wx AGT R Np LIXf."ER >rcCEaSARY, THE a KTED µF/4 9AMLL HE�' Si GrEU M OwtGwAi, Wt . '+SRU EACH SIREAW5 WN 4 Es+a>ss-sECTWNAI ECRM F.N/111BY R ItM AT9 LpA7TugMA 9Ep fRCE➢.F P T%IODRA l -MA HTEs vlAu 9E NESTUTc,y AN. sTAEA ZM WTH NATwE f>xi::A- 0. AIrY RIP -RAR REONwEO FW PROBER WLhRi PuffVFHT, SM" STAN MTM OR PF9 Al Dr TOIRD9 T q%TWRED K SE%TRCTEO TO TIE AREA OBETGTLY MAGTEn Br TSq ARRRO'ED NMSTR+ICROAH ACTSITr, lHE ABR -Aa SHAu W of A s3 AAm poe w To PSF let upKR 9Y WAVE. [uAAENT ACTION, w STREAM no,m AAm S O &ST OF [aEu! MOOR M WA AT MATMAL WIVE OR oT)�tlS LR TMOC P TMM A11 AID -RAP MN SE PLA[EO mm MAT THE ORNMAL STREAM EOENATOA ANO SttEAA _ CONT ARE RESTORED AMO "NTA . 0.�ISI." %NAL TEAS LEp KD ECUPYEHT ORERATO EM ACE K MS CTEO AND Y TANL'D nEG v M RRESENF COMTAMHATKn FLEI , LF SIPEIAI Wa1RS FROM llm IH*D MA 'UPM M TF DTIS TQMc MATVN1y KAW Ep iLRlAT 'Nx? w w THET SHATy EE P = ON MATS OR 0T yEA9}Ey A+A4 GE TAIiTH TO YPIAMS% I= &STNSANCE MA" ELEMENTS OF DW4 CONSTRUCTION GENERAL PERMIT THE•"''xR:E°uTu ­ +] aodRn sTAawnnl - �w� .ATu we ' :ae sma Iz 14 `O`u, r�,a�a 1°� •,am SNR Rp..,fa5 l wlmwPvwl ate¢ ANr.E �W TR' TK •wrnw � � �w �tA TaNlc+q�11PR�>)�u xoA, wpm AraIE=w A(mAeS Rqr K .vr roe a rTAq • T. • pE�,SPa.LM1 ��� TINT�epe wPlL1�ITATON tl IEfI PONT CddTO16 OppTSNs w ERceIOM s 9"➢SAEHi tOrHTCI AYlfa �>w Mw °oaEa m�v""i.TAa rprT `Lac. v rMYT u e< e,me re: Tn< zseo-..a.�'"°�.a.mT'ws ,".ti"i0•.'"�ieum. sTrdHc n.nR� sEEDeec wTEs; .uM + rP GEc sv FOLLOA M. 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SN' FTAR MG HCliwc ONOi THE TPR WTRLM AA] AIOTERmO MAIM" WP9T NOT K � TO NMBH DOTH ALPS Ifx09E T+lY GW CLOG DRAINAGE OEl1EfL AwTENANrT. u AC<VwDlAC �9D�L TESIs PR 13o mIa I M N uF % MI po fa a/Ip Aa DI, YP'E ftwvml ro A HOW W s' w A'. �� RTII 1RAY NNR � U�z� IY xm uw.puR I f/r x g rR°ieswrA°`iu• - wr;,I`,'A'e`w",R',mEaAw � � �� me5 f1tr[ K x ^^• _ e IVIf 1 I.TN,AreI 11 IE iAfm iibe of a wi191�MI1Y�R•� am EC CREEK CROSSING - SMALL Ae-�Y ®Iec,,�J/(SRI .�.Ire�m oewr Ann PMPH nu Y,nr� _CJ � � E -Ir pn.�eAr �� a EHMW d Ir tlA Siv, ATL MGIC : ll0 EFRTaIEEIE f0 6E uSEO wife Tp K eApt EC STREAM BANK PROTECTION �TEq wA T O CREEK BANK RESTORATION DETAIL 36 uRa oweH.mer LJ VJ ui Q U) w W UJ W LL U)o Z r U ,One M Tlne urwvM A.V�D w- nwx n F N,.T..m HRA �AgTARt rsee a EC STREAM BANK PROTECTION - EXCAVATION 38 ,.rw,eearwaN x. - i L SHEET C-501