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HomeMy WebLinkAbout20150261 Ver 1_USACE Permit_20150406Electronically Transmitted U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW- 2015 -00501 County: Onslow U.S.G.S. Quad: NC- CATHERINE LAKE GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: ONWASA attn: Mr. Carl Baker Address: P.O. Box 1415 Jacksonville, NC 28540 -1415 Agent: Kimlev -Horn attn: Mr. Pete Crum, PWD 4500 Main Street, Suite 500 Virginia Beach, VA 23642 -3050 Size (acres) 4.72 Nearest Town Richlands Nearest Waterway New River River Basin New. North Carolina. USGS HUC 3030001 Coordinates Latitude: 34.8295023198794 Longitude: - 77.546875562037 Location description: The project is generally located northeast of Catherine Lake originating from Union Chapel Road oriented from east to west through an existing forest system toward Bannermans Mill Road, in Onslow County. Description of projects area and activity: The water line supplying the new treatment facility will impact 0.22 of an acre of 404 wetlands through open cut trenching. The areas will be restored to their former condition upon completion. Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number or Nationwide Permit Number: NW -12 SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted application and attached information dated March 9, 2015 with updates provided March 27, 2015 received via email. 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 Quality (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 (LAMA), prior to beginning work you must contact the N.C. Division of Coastal Management in 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 Brad Shaver at 910 - 251 -4611 or Brad.E.Shaver(ausace.army.mil. SHAVER.BRAD.E.127660 Digit.ilyli9g -Uby SHAVER.Bt D. -02760116 Corps Regulatory Officia1:17s6 — :201` 14:23:31 E]D66 ° "5` Date: 3/6/2015 —USA, cn—S °VER.BR -09'00' Expiration Date of Verification: 3/18/2017 Determination of Jurisdiction: A. ® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). 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 and Section 404 of the Clean Water Act. 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 of the US and/or wetlands within the above described project area 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 . Action ID: SAW- Basis For Determination: According to the preliminary JD packet submitted by Kimley Horn, the subject areas have the characteristics described in the 1987 Corps Delineation Manual and the appropriate regional supplement and drain toward unnamed tributaries of the New River. The Preliminary JD was completed as a desktop determination. Remarks: See Special Conditions. Corps Regulatory Official: SHAVER.BRAD.E.12766017 DDNiC=USl on U.S. Government, ou=DoD, ou' PKI, 56 ou =USA, cn= SHAVER.BRAD.E.1276601756 Date: 2015.04.06 14:23:46 - 04'00' Brad Shaver Date of JD: 3/6/2015 Expiration Date of JD: none 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 our customer Satisfaction Survey online at http://regulatory.usacesurvey.co . Copy furnished (electronic): NCDENR -DWR attn: Ms. Joanne Steenhuis Kimlev -Horn attn: Mr. Jason Hartshorn SAW- 2015 -00501 SPECIAL CONDITIONS Union Chapel test Welland Raw Water Line Project (1) As described in the application package all of the work is characterized as temporary in nature. Therefore you must follow the restoration plan provided via email on 3/27/2015; Within 30 days of completion of the work, temporary wetland impact areas shown on the construction plans will be restored to pre - existing grades and planted with an appropriate native wetland seed mix. Prior to initiating the wetland impacts, the contractor will note existing tree lines or forested areas in the wetland to be restored. In addition, each temporary wetland impact area will be planted with containerized saplings, live stakes, or bare roots, as determined by the contractor in the field, installed at a spacing of two to three feet on center, and to include least two of the following species: Paw paw (Asimina triloba) Tulip poplar (Liriodendron tulipifera) Red maple (Acer rubrum) American sycamore (Platanus occidentalis) River birch (Betula nigra) Redbay (Persea borbonia) Iron wood (Carpinus caroliniana) Swamp chestnut oak (Quercus michauxii) Bitternut hickory (Carya cordiformis) Water oak (Quercus nigra) Persimmon (Diospyros virginiana) Cherrybark oak (Quercus pagoda) Green ash (Fraxinus pennsylvanica) Willow oak (Quercus phellos) Black walnut (Juglans nigra) American elm (Ulmus americana) (2) During the waterline trenching activity, the top soil should be separated from the sub soils and replaced in the reverse order to assure that the top soil is replaced last. 5 H AV E R .BRAD . E.1 Digitally signed by SHAVER.BRAD.E.1276601756 DN: c =US, o =U.S. Government, ou =DoD, ou =PKI, 76601756 Date: 2015 04.06 14:24:01 04'007660 1 7 5 6 Action ID Number: SAW- 2015 -00501 County: Onslow Permittee: ONWASA Project Name: Union Chapel Test Well and Raw Water Line Project Date Verification Issued: 3/6/2015 Project Manager: Brad Shaver 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: Brad Shaver 69 Darlington Ave Wilmington, NC 28403 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 E E \ 1 1 \ \ 1 I / / / / / / \\ \ \\ ���� f / f�� '� I n / PROPOSED BUTTERFLY VALVE I ✓ AP 1 STA: 406 +71 // U 900 LF SILT FENCE I PROPOSED B' PV1 C900 RAW WATER LINE I N:395861 E: 2434094 - / / o w + _ p to --- -- -- - - -- - /� -s \ - -, --— _ , - - - -- CONNECT PROPOSED SEE IUC -1 AND \ \ -- T- 1� T----- \ -- '- s�----- € - - - -� - 404 ,' Tsp'--- 405 +00 406 }00 _ g 407 +�-' 408 +00 sr ¢w 409 N - 400 00 401 }00 1 402+00 403 +00 f +DO , / ! \ U —2 WELLS MARY 1 / ` .QAATED J 2015 \- 1 / - -_- wo \ \ ---- �- - - -� - -- ------------ \ I T = - - - -- / /J ------ - - - - -/ j-- --------------------------------- - - - - -1 \ - - -- -- z / z ¢ 30' PERMANENT UT1UTY EASEMENT) - - - - -- -- ----- - /� - \ \ 1 \ U z I-t= - - -- 4-- /� <Z 0 0 MAR 10 2015 r-l- . 0!70. NOTE: OGRAP2H01C S4AOLE IN FEET D Z TOPO BASED OFF OF AVAILABLE _ GIS INFORMATION. 3'T 117 � N 0 -701 m_ m oo' _ °w so Zqz Z o0 - - ED to W (N to 't'm Y O N 6O DO— a -- F-0 M OQ �+ - - - -._ wba 75 ZQN mw ��� - 75 - -- - - EMS NG -GRAD � I . �� - - -- - ---- ------ PROPOSE -_ -' UTTERFLY VAL 70 . . . . . - - -- P- OP--- B= P -VC-G9 0 - . STA: -406+ 1 - - 70 - -- i RAW WATER U E 60 z .m If 60 in `� +`t it]Z .n +. °z¢i F'z m Ow K° +.N z° - F.°l!() +M - F:o°I 0!m} -o_° F.N +f� F-o �� - }.M w ��dm° °}}. - ° F^ d +O - °o .F:n °1 °mod, WN +o - mm d00md Co mm°R �FroY (� KF p WUQ IIIW�$ II + p M PROFILE p �d� >F n d V ro m:�..ro °���) MO NMO" MO a— ro z'�` ..ro c) N >WZ. m Zmt�5 z.. - ���. z.. - Z��� z.. 1� =4� VER.. j z� caz.., n .z n. 5: z& W ;e z Q•- an 55 a ¢5 �i? a�w? a.�,ww m.x�iz m° • cn? Zr.'�Q� wa z W�Q• m �" w Z�Q w >. tnz w�Q.�. m z 1' =40� HOR. _z". z wf m z w _ m _ w 55 400 +00 401 +00 402 +00 403+00 404 +00 405 +00 406 +00 407 +00 408 +00 409 +00 PREPARED IN THE DMCE OF: �IA I II� ��� ®�IJ� Y u SUITE 500 4500 MAIN STREET VIRGINIA BEACH, VIRGINIA 23462 PHONE: (757) 213 -8600 CLIENT: ONSLOW WATER &SEWER AUTHORITY �oQ�EAL 28860 % INE �`� �'� C'q luP� T' mm- FEB 2015 1 40 TITLE: UNION CHAPEL RAW WATER MAIN 2 STA. 400 +00 to 409 +00 �^1" rsv. Ka Th, p1lL9tM1: t r . on . -"... .tmm� r ..W.., . tnd.d °,ly a. 5A>E lffc MAN BY. a�aan er. PROJECT: UNION CHAPEL BLEND FACILITY RAW AND FINISHED WATER LINES n ff 47 icMl dy"`x�t«� p.,Po.. r.prPapmer= ..d lA'.I> It—pp I. fia btwith.t Ilabiity to Kbw.y.y -fl— . d Auada m heWt .rittan atno�rou�, ooe oawtouo. by RDC amd - '^ CopxlHl - .4.y -H— and A..kt. l.e, 2015 SEAL: EVTC 018484011 MATCHLINE STA 409 +00 FOR CONTINUATION SEE SHEET C -21 — - - - - - - -- `. \\ \\ \l\\ \ \ 1080 LF SILT FENCE O 1 1\ I AIR lk�LEASE VALVE \\ \ �__ - _ - - - -' \\ 30' PERMANENT UTILITY EASEMENT } _ Lu PROPOSED 80-45- " 45 i \\ \\ , ` \`- \\ PROPOSED 8" PVC C900 WAiEf\UNE z \ \ \ HORIZ BEND \ ` RAG! � \ Q w to \ �..., STA: 410 +5 \ \ N: 395473 I - - \\ - �\ - - -- - -1--- -- ---- - - - - -- - - -- , 4 - - - -� - - \ -- -- -- - - - - -- �' ---- -- - - -_ .� - - - - -g - - -- - - -- 1- - - - - -- Z \ &4 \ - g gas es _ E:243"6 \ 413 +00� - ---�� 00 \412 _-°=-= s �"� 414 +00 415 +00 \, _- 416 +00 417 +00 `-- ---------------- s s -- s- - - - - - -- 4T8 +00 g sF g wo 419 +00 420Za \ \\ \\ 411 \ +00 \ $S' T - - - -- ----- - -- - -- Z \ \, PROPOSED,@' 45' 1 `\ / \ �" - -- \` ` O \\ \ HORIZ BEND 1 \ \ -- '` _ - - -� PROPOSED BUTTERFLY VALVE U \ \ 7 \ ,� 5TA:3954 2 \ �` N: 395464• / / � �\ _ STA: 417 +74 N:395468 \\ O \ \ _ E: 2434105 \\ \\ -\ ����� " -�\^ i — �, `\ E:2434808 \\ tL GRAPHIC SCALE IN FEET ZO NOTE: 20 40 80 TOPO BASED OFF OF AVAILABLE GIS INFORMATION. AIR, RELEASE, VALVE - - - -�- . . . . . . . . . . . . . . . 80 80 _ EXIS NG GRA E� --. -- ------ . SLOPE UP !�. . . PROP.. 8 ", PVC 00 - --- --- - 75 - -- -Z . F . RAW WATER LINE _ - - - 75 - -- ° p- o - . . . . . . an z °n NM �� 70 - - _ - rc o - w - - - - - PROPOSED - - - 70 z UTTERFLY - -VAL o ¢ STA: 417+­4 65 - - - . - . . . . . . . . . . . . . _ . . . . . . . . - . . . . . . 65 0 80 ° 60 0 0 on. u + M SON ±o 9 +� 0 -N . -a? °j o r 'j o8� n o r <� d i zaS rc pz..�. Ki . PROFILE 1 " =4' VER. 55 cz m a z a ai z w z +00 413 z 2 z 1 " =40' HOR. 55 409 +00 410 +00 411 +00 412 +00 414 +00 415 +00 416 +00 417 +00 418 +00 419 +00 420 +00 PREPARED IN THE OFFlCE OF: C�I 1j (rr I�U��� ��� ®rCl� SUITE 500 4500 MAIN STREET VIRGINIA BEACH, VIRGINIA 23462 PHONE: (757) 213 -8600 CUENT: ONSLOW WATER &SEWER AUTHORITY CA e�Q�ti9 SUL 28860 � �' C11:E � �� c9 P� V r, C D.41E: FEB 2015 1y TITLE: UNION CHAPEL RAW WATER MAIN 2 STA. 409 +00 to 220 +00 C -22 u° tnv. ft: rtcrso.: MM —w en nca® an PROJECT: UNION CHAPEL BLEND FACILITY RAW AND FINISHED WATER LINES RM mMEM. '-'2" 2 47 omv RDC o�q9 a a t. a:a d seF, a. m . n.. a ror m. r. prma y .pK WR ^" d dNnt tw N:Id: Il ... prpaed. ftwsa 'f and 1, rdlww m thb dowmml .ifhal .riltm author& tf. and adplatlm 6y KFd.y -Nan and A...Id.. Ma w,a e. .Ith.t Iben yam. Kml.y- K«...a A..w.e... I.� aim aw h � CopxhHt KW.y -Han and Anodd- Ine, 2015 SEAL: EVTC I 1 018484011 a 5 I s 0 E TEMPORARY IMPACT 2 � \ 2,680 S.F. / PROPOSED BUTTERFLY VALVE I I IEMPOIRAR IMI;ACTI 1 \ \ \ X62_ \ / WETLAND FIELD LOCATION STA: 439 +57 BY KIMLEY -HORN N:395481� --�� ��� LD N \ 1 12,910 SF. \ \\ \ \� - -` \ // / I E. 243899 - -__ -_ ED N U WETLAND FIELD LOGATI(�N \ \ \ \\ eo �\ \\ \� _ _ _ - / / BY)KIMLEY1H N \s \ ___ ---- '� s/ \\ off + _ // f / \\ \\ I - - PROPOSED 8` PVC C�0a,RAW WATER LINE /� / 801 LF SILT FENCE + Ili /// tyWj -------- T - -'L —� — ,t. —L - - -- i 4 ---- - -� - -� — 1----- -- -- ---- -- --- - - -- - - - -- g- - --I.— 9�s —� s -- - - -�SF —L— —g -- - -1--L - - -g - - - -- s - I - - -- g -- tw H� 00 /' //4322400 // OP v 434 +00 1 1 1435 +00 1 436 +00 437 +00 1 \�.r -438 - 439 +00 / 440 +� 441 +00 14 1 44 �N z F ��; TI-1 / t z F I �F -fit'/ -- // I I 1 /I `/ ! �F Q z 61 LF SILT FENCE I I ( `° / z �� _ /1 / 1 U of I 1 1 / / / __�/ 30' PERMANENT UTILITY EFSEMENT x O i�9/ ��/ �� / / O GRAPHIC SCALE IN FEET NOTE: 0 20 40 80 TOPO BASED OFF OF AVAILABLE NORTH GIS INFORMATION. -- -- z �ovT ¢3° �z^ 0- o+ a o D.z °w �aa. �Qu; 75 n z ra < z a0 z 75 - - z O p z. .z F lUwy o F. - - . . - . . .wF COW _ 70 Q 70 Y z > o w <� UzQ.� oz w j. . . . . - - . . . . 65 v~i? _��- - --- - -- - - - - - -- - 65 \` EXISTING R . . . . . . . . . - - -- � i -- - - -- -- - -- PROP, 8- PVC C900 . - . . . . . 60 �� i RAW WATER LINE PROPOSED BUTTERFLY 60 OpE UP \ -- - -- - -- - - -- - - - -- UP z VALVE z . - �OP� o zo STA: 439 +7 - Fzo . 55 - _ - cFi w . . . . . . U - �. w U - 55 . . SFr W. - - - .PROFILE F� oof +� - +,.� II +�. F.u+ . . - z�, - - 62za� N 50 - . mom z - - .1' =4'.VER. 1` =40' HOR. ma gym? w# z .� m Q�.a.z•• z � - T-,zQ• DO aza�. w� z - 50 It 431 +00 432+00 433+00 434 +00 435 +00 436 +00 437 +00 438 +00 439 +00 440 +00 441+00 442 +00 PREPARED IN THE OFFICE OF: ° SUITE 500 4500 MAIN STREET VIRGINIA BEACH, VIRGINIA 23462 PHONE: (757) 213 -8600 CLIENT: ONSLOW WATER &SEWER AUTHORITY DAM.` �oQ�y9 288605 �� � 9 T• ( FES 2015 TITLE: UNION CHAPEL RAW WATER MAIN STA. 431 +00 to 442 +00 2 C -24 DATE Dw,w r. aEaun ar PROJECT: UNION CHAPEL BLEND FACILITY RAW AND FINISHED WATER LINES RM ; 4 � 47 RDCom �q l,� .d,a.prnnt h—h, „� .bu..L .M , tmd.amlyfa �. ped5apuryo t fm .filch it .a� prporH. Rwe. of and Mproper dhow m thie dowmmt .tthout .rittm wthaizatlon and ad,tation by and Mwclate.. Ina �ha b. r.Khwt Iiahlity to Kiml.y -Hom and Maxhls0. ha —1111m84011 IOmlay -Ham and MOCkle4 Ira, 2015 SEAL• EVTC E E PROPOSED �� _ �`-_- - - - -// / HORIZ BEND \ I 344 / STA:452 +97 / '�' \ I N:396110 E. 2437744 ~PROPOSED - - -- 8' PVC C91DO / RAW WATER LINE PROPOSgED 8' 45' / .NORIZ BEND STA: 452 +78 / \ — — _ _ — / _ N:396097 /// `\ — PROPOSED E-2437729_ / ` ` \ BUTTERFLY VALVE 2. '_�_ —__ —__ \\ RSg`\ STA:455+ xOp N:396100 5 tF SILT FENCE / k i / \ �\ E•2437992 / / PROPOSED 40'K20K AND BORE LAUNCHING,P\T 30' PERMANENT UTIU Y "EASEMENT i 352 ` 1 /f BORE PROPOSED JACK AND i EI PIT ,4 / \ \ LF CASING PROPOSED UC -2 RAW WATER LINE TO ,� STATION TI EQUALIZATION: 455 +52 = 34+70 R SEE SHEET C -6 FOR CONTINUATION C � q/' / \ 356 � / _.�" / 2`S GRAPHIC SCALE IN FEET 0 20 40 80 tiORT ' NOTE: TOPO BASED OFF OF AVAILABLE y CIS INFORMATION. 0 0 0 `a z - - - W WC4 - 5 W UQ -- - -- - - - -- — - - - -___ .._ _ -- - - - -- - - -- - -- -- KN - .a + rn K 0 a UXW • m — 75 Z Q Z W_ ZN N wo m UF-w Z 70 . . . . . . . . . . . . . . . . . . 70 1 65 - - - - - - - - UNION C -IAPEL . . . - - 65 - . . . EXISTING GRADE . CHORCHROA 1 PROPOSE 60 . . . . . . . . . . _ SLOPE UP PROP. 8" PVC RAW WATE C900. . . LINE z STA : 45 VALVE +46 . . . _- . iv SLOPE UP_ - - 55 - _ m z a 40' AUNCHING PIT - - - - - - - - wn .W (JA K AND BORE) 20' R CE( VING PIT - - - - - - amc+i°n "am o F +� - (JACK AND BORE) . - , PROFILE N n 16 .N � .16 40 LF 20" . TEEL CASING - 50 1' =40' HOR. a= t i z a °x z Q z (t =0.250•) 50 450+00 451 +00 452 +00 453+00 454+00 455+00 456+00 PREPARED IN THE OFFICE OF: a KI �ii]� ®r SUITE 500 4500 MAIN STREET CLIENT: ONSLOW WATER & SEWER AUTHORITY CA o`�� us/ �Q�� 2 8 o F Q' ��CINE C 9 mA - FEB 2015 TITLE: UNION CHAPEL RAW WATER MAIN 2 + + STA. 450 00 to 455 52 C -26 HaRa1iK a.i c. 1• = 40' PROJECT: UNION CHAPEL BLEND FACILITY RMSr xuueOt 6 � 47 raEV. xw: xcHSax: OAIE water an ofeKEn en Tla. t tn.r m .My:.. av� .. , l,.wm.n t ....to., . a. y r.r .P.cillc Pn,rw.. tm'h� `�a.. use dowm.nt ��an RDC may H ..r a.P«.a. of me unpropar .rbnw m .ItMwt w+ttm wtnaN:.um me oa�t.um b KFnHy -Han and AuoNote0. ha Mid b. xithwt ftlity to KW.y-H— and A..kt.0. Inw VIRGINIA BEACH, VIRGINIA 23462 PHONE: (757) 213 -8600 RAW AND FINISHED WATER LINES T• C wco® er: ^ -484011 Cmdght Ktni.y -Han and Aeaochta0. Inc, 2015 SEAL. EVTC 0