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HomeMy WebLinkAbout20171235 Ver 1_Individual_20170928UNITED STATES MARINE CORPS MARINE CORPS INSTALLATIONS EAST -MARINE CORPS BASE PSC BOX 20005 VCAMP LEJEUNE NC 28542-0005 `l\vG �l 5 5090.12 SEP 0 7 2017 From: Commander, Marine Corps Installations East -Marine Corps Base Camp Lejeune To: Commanding Officer, United States Army Corps of Engineers, Wilmington District 69 Darlington Avenue, Wilmington, NC 28403 Attn: Brad Shaver Subj: APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT FOR THE 2 0 1 7 1 2 3 5 CONSTRUCTION OF A BATTLE SITE ZERO RANGE ADJACENT TO TANK RANGE SR -10 ON MARINE CORPS INSTALLATIONS EAST -MARINE CORPS BASE, CAMP LEJEUNE Encl: (1) Application for Department of the Army Permit for the Construction of a Battle Site Zero (BZO) range adjacent to Tank Range SR -10 on Marine Corps Installations East -Marine Corps Base Camp Lejeune (MCIEAST-MCB CAMLEJ) 1. The enclosed application to discharge fill into Section 404 wetlands to construct a BZO range on MCIEAST-MCB CAMLEJ is submitted for your review and approval. 2. Camp Lejeune proposes to permanently fill 3.74 acres of Section 404 wetlands to construct three gravel access drives consisting of one firing point and two target locations. The 22.3 acres of forested area between the drives will be maintained using USACE Best Management Practices for Vegetation Cutting in Wetlands. A NEPA Environmental Assessment was completed for this project in February 2015. 3. The point of contact for this project is Ms. Jessi Baker, Environmental Conservation Branch, Environmental Management Division, G -F at telephone (910)451-4542 or email jessi.baker@usmc.mil. Sincerely, HN R. TOWNSON Director, Environmental Management By direction of the Commanding General Copy to: NCDENR, DWQ, 401 Section, Attn: J. Burdette NCDENR, DWQ, WRO, Attn: R. Mairs U.S. ARMY CORPS OF ENGINEERS Form Approved - APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB No. 0710.0003 33 CFR 325. The proponent agency is CECW-CO-R. Expires: 30 -SEPTEMBER -2015 Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity. PRIVACY ACT STATEMENT Authorkies: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320.332. Principal Purpose: Information provided on this form will be used In evaluating the application for a permit. Routine Uses: This Information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned. (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) 1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE (ITEMS BELOW TO BEFILLED BYAPPLICANT) 5. APPLICANT'S NAME 8. AUTHORIZED AGENTS NAME AND TITLE (agent is not required) First - Neal Middle - Last - Paul First - Joseph Middle -Clayton Last - Avolis Company - Commanding Officer, MCB Camp Lejeune Company - Avolis Engineering, PA E-mail Address-neal.paul@usmc.mil E-mail Address-avolisengineering@embargmail.com 6. APPLICANT'S ADDRESS: 9. AGENTS ADDRESS: Address- 1005 Michael Road Address- P.O. Box 15564 City - Camp Lejeune State - NC Zip - 28547 Country -USA City - New Bern State - NC Zip - 28561 Country -USA 7. APPLICANTS PHONE NOs. w/AREA CODE 10. AGENTS PHONE NOs. w/AREA CODE a. Residence b. Business c. Fax a. Residence b. Business c. Fax 910-451-2213 252-633-0068 STATEMENT OF AUTHORIZATION 11. I hereby authorize, Avolis Engineering, PA to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this permit application. SIGNATURE OF APPLICANT DATE NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE (see instructions) Site Design for SRI and BZO Ranges 13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable) Juniper Swamp Address Tank. Range SRI 0, South Bay Road GRSA 15. LOCATION OF PROJECT Latitude: ^N 34.5603 Longitude: -W 77.5494 City - MCB Camp Lejeune State- NC Zip- 28547 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) State Tax Parcel ID N/A Municipality MCB Camp Lejeune Section - Township - Range - PUM. rnOU A1AC nCn OAAA PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3 17. DIRECTIONS TO THE SITE Project site is located adjacent to the eastern side of the SR -10 tank range within the Greater Sandy Run Area (GSRA) of MCB Camp Lejeune. Access to the site and the surrounding 42,000 acre military training area is by the gravel surfaced South Bay Road located 1.3 miles south of the NC Highway 210 and US Highway 17 intersection on US 17. Proceed west on South Bay Road 4.3 miles to the SR -10 tank range. Project site is in the wooded area on right hand (eastern) side of the SR -10 range. 18. Nature of Activity (Description of project, Include all features) The project has three separate areas consisting of an armored tank bore sighting and firing area and two down range target areas. All three include gravel access drives. The firing area includes a 30'x 255' gravel drive and a 63'x 164' concrete pad for tanks to position on for firing. The first target area is located 1,670' downrange and includes a 15' x 350' gravel access drive and a 255' x 5 P protective beim. The second target area is located 2,645' down range and includes 20'x 390' gravel drive and a 80'x 376' earthen berm to protect the target supports and the gravel access drive from tank projectiles. The wooded area between the firing and target areas will be cut flush with the ground with no fill. The vegetated area between the firing position and the target areas will be maintained using USACE Best Management Practices for vegetation cutting in wetlands (attached) in order to keep the firing lines unobstructed. These areas of vegetation management using Best Management Practices total 22.3 acres. 19. Project Purpose (Describe the reason or purpose of the project, see instructions) Project will be used to bore site and zero the tank weaponry prior to moving onto adjacent SR -10 tank range for live training. The bore sighting and zeroing processes will align the tank barrel with the down range targets, allow tank crews to program their firing computers, and confirm those solutions by zeroing the weapon systems. The BZO range will make the range operations more efficient from ammunition and range utilization perspectives by conducting these functions prior to moving onto the actual SR -10 range for live gunnery training. USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge The areas adjacent to the existing SR -10 tank range consist of 404 Pocosin Pine Wetlands. The fill proposed to be placed in the wetland areas will be high enough to bridge out of the wet conditions and will allow the gravel drives and concrete slab to support the proposed loads associated with the tank training operations. 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards: Type Type Type Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards Soil - 14,784 Gravel - 985 (Placed over fill) Concrete - 383 (Placed over fill/gravel) 22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions) Acres Firing Area (45,283 SF) + Target Area 1 (49,939 SF) + Target Area 2 (67,833 SF) = 163,055 SF (3.74 AC) or Linear Feet Fill will be by bulldozer and motor grader. Silt fencing will be placed around work area. 23. Description of Avoidance. Minimization, and Compensation (see instructions) The project area is sized at the minimum footprint to accomplish the mission for a company of tanks. The location of the facility is where it will not interfere with other SR -10 tank range training operations. All areas around the tank range consist primarily of wetlands. MCB Camp Lejeune operates the Greater Sandy Run Area wetland mitigation bank and has adequate credits available to complete this project. The typical mitigation ratio is 1.5 acres per 1.0 acres impacted. MCB Camp Lejeune maintains a balance sheet for the mitigation area. FNM FnDW IIIwC nC.- 9AI i Page 2 of 3 24. Is Any Portion of the Work Already Complete? 0Yes QNo IF YES, DESCRIBE THE COMPLETED WORK 25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more than can be entered here, please attach a supplemental list). a. Address- Project area is located within a 42,000 acre military training area. The nearest private property is 1.9 miles from the site. City - State - Zip - b. Address - City - State - Zip - c. Address - City - State - Zip - d. Address - City - State - 2ip - e. Address - City - State - Zip - 26. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application. AGENCY TYPE APPROVAL' IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED NUMBER NCDEQ 401 Water Quality Pending Would include but is not restricted to zoning, building, and flood plain permits 27. Ap tion is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is CI accurate. I fu rtify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the a GNAT OeFA PPLI4byh D T I SIGNATURE OF AGENT DATE The Application mu be signed e person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if a statement in block 11 has been filled out and signed. 18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both. chin &nna..e.: Page 3 of 3 Z" SR -1 7 z1a sm 0 WA{MW NEA /0 uP,A,os MMMOOW AEA /3 J" " •NE1lm . .im12 NNNAB W ANSA N. . 611E ONCAM " . E N3N3f,N6 . . . DLY•9,.33 _ . ACCESS RW k CONCRETE PAD SEE SHEET EX -2 FOR ENLARGED SITE PLAN TARGET ACCESS ROAD & IMPACT BERM SEE SHEET EX -4 FOR ENLARGED SITE Pr TOTAL WETLAND VEGETATION MANAGEMENT AREA = 970,390 SF (22.3 ACRES) TARGET ACCESS ROAD SEE SHEET EX -3 FOR ENLARGED SITE PLAN anaLanomomim ,. 71E 11MM MID PUM CF EMC 96Ml5 WN ME Al MUM IM COMOMR,W WU 1E AMPCMW IW SONNMs W AEA OF M ID 6 WW M M ONM SWACNON HE cm OF wm mom MCMAIO 11E W AM NSNJ1AIm W E PRISBE 7m v DW AID WN 91AA110 NL N A CPMNE IOWK L WOM SIR PFMW VJ=E 71[ MIA W NON W MR FDAl1NE9 NA ALUMNI 10 ME NNS ANC PE mum INE NDN "m IDN am. 1 ILL Dow N1,Emn ANN upww 6NMi CROM ,OM 96LL E YMEffm N MMMU NIM K MOM MIM M NN4 SE KOl F. MW 0.66E M7 NDIIY N76 fm REF, A Q W WW VNFIAI= RM WH 71E MM NN NO 1AS WAFN6 OM NDN w DW NDIDINB 6IPNDC m NE/M. BJP. VELE MIll MMMS N WLMD& YWX 6 LIMITED 70 THE CUTTING AND/OR REMOVAL OF VET,T:TA70 ABOVE THE QWJND. TO AVOID SOL 05106ANCE, CNAN SANS, TIFF SHEARS, TREE PNOQtS MIDIM ROTARY CUTTERS OR SNLAR EOUPMENT =0 BE USED TO OUT ABOVE THE OROUND SURFACE IFSE LEAVING 7FE SOLS AND ROOTS INTACT. ALL WAVY EOUPMENT SNMUD BE MOUNTED ON RIBBER TIRED Vp1gES, HIGH FLOTATION TIRED VEHICLES, OR PLACED ON MATS. P NECESSARY, CUR VEOETATIDN MW DE UM NTD TFNDI;OES PROVBIED IMS ACBNTY DOES NOT RESULT N MOIE THAN A DE MINIMUS (INCIDENTAL) C4SCHAROE OR REIV 9RON OF EXCAVATED MATERIAL CHIPPING OR WWW 5 ACIEPTABE PROVIDED THE BgIASS DOES NOT MPEDE OR WART NATUIK DRAK40E PATTERNS AND DOES NOT RESULT N TFtEMIELY PELVIC THE BERA D AREA VM CHPPED OR MULCHED MAIEINAL CHIPPED OR MULM MATEI K MAY DE PLACED IN CONTAMERS FOR REMOVAL TO AN UPLAND DEPOSAL SITE. S10CKPIJNG AND/OR MILFINWX WWAM OF CHIPPED OR MULOIED MATERIAL MUST KCEK PRIOR APPROVAL BY A DEPNnW f OF THE ARMY (OA) ROM 404 PERIIT FROM THE CORPS CF EIIOIEERS Kim mw SASE 0 NEMAS Af1A WE lamon ! 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GRAVEL ROAD IX -6 NOT TO SCALE SELF -ANCHORING METAL POST 0 6' O.C. MAX 12 GAUGE 6"x6' WIRE MESH FILTER FABRIC BURY <-= FLOW v \\/ MAINTENANCE y, HE; DICRRIE$ Y AND FAST A I/� PREATER VDTT.MEW FROM BEHIND SLT R TO IT REAC HNG A EM OF 7 RILSIF5 C SILT FENCE IX -6 NOT TO SCN E 000p0 O 0UT0 DET PIPE O pO p pp0 np0000 O 000 0 p�� A g0U Op Op 0110 O eD 0 6 D O A 0 FLOW � 110 RR RAP p Cp_0 0' 0 011 p00 OD OO Op000 Op�) 'H�/G 008 prOjG�p OUTLET PIPE— - %�H'H'/Ii!/'/j•�y v `% • i �jb/:%� %� �/�%�'�. //�/T/%%//`- `j•' %/'/`H I'/J'% '�/ti�y`�. e GRO UNDERLAYMENT CONCRETE ACCESS S r, COMPACTED B. `\������kJ\�•/ ,. ,.S ' O. . `Hvr. H'/'/".y,' 7"Y�" i7Y�: �oro'�v ��.v //H /H/9//49H,f"ii4 v.- /i`?/�'./.i,.,/.•.r�H-r..y�.y.�... n:, UNOEF41AYIdINT iii ACCESS ;A.1 StrFE TO COMPACTED SLOPE 1/47 PER 1- SLOPE I * PER III, - 4' ✓Ti M/ y/i r/�v v"Y%ii'/i.` H'//'4^r.OJv. MAD UNDEFLAYMEYT aw AND :a' COMPACTED SUBGp" ;M.i,\ i. SECTIONS @TYPICAL. GRAVEL ROAD IX -6 NOT TO SCALE SELF -ANCHORING METAL POST 0 6' O.C. MAX 12 GAUGE 6"x6' WIRE MESH FILTER FABRIC BURY <-= FLOW v \\/ MAINTENANCE y, HE; DICRRIE$ Y AND FAST A I/� PREATER VDTT.MEW FROM BEHIND SLT R TO IT REAC HNG A EM OF 7 RILSIF5 C SILT FENCE IX -6 NOT TO SCN E 000p0 O 0UT0 DET PIPE O pO p pp0 np0000 O 000 0 p�� A g0U Op Op 0110 O eD 0 6 D O A 0 FLOW � 110 RR RAP p Cp_0 0' 0 011 p00 OD OO Op000 Op�) iLAN 008 prOjG�p OUTLET PIPE— FLIER FABRIC--'— ..- -"V '�n•,rro �u CION -A 1. g AistmucTmEs Ot �iLY AND 2 YEDIA�7EI HAKE ALL NEEDED REPASS E OUTLET POTECTX)N EX -6 N0T TO SCALE JUTE NET MATTING PROVIDE STAPLES 0 24' O.C. EACH DIRECTION 3 26 00000 6" LAYER OF COARSE AGGREGATE (2�-31 0 0 o OVER 12' LAYER OF STONE BASE COURSE 00600 00000 0 O 0 0 0 0 0 NAINTDIANCE; 00000 10' T. MAINTAIN DIDI CO DMI 0 0 0 0 THIS MAY SECURE REPIACflMNT 007 00 of OF ST1NL On O.. O,,,O,,, EDGE OF EXISTING - ROADWAY PAVEMENT B GRAVEL CONTROL DURANCE IX -6 NOT TO SCAIf mmm STRAW MULCH SHALL BE APPLIED AT A RATE WELCH WILL INSURE APPRO)IWATELY 95% COVERAGE OF THE SEEDED AREA THE MAW AND SON SEED WILL BE LIGHTLY DISCED INTO THE RED TO GIVE IT FURTER RESISTANCE TO BLONNG AND NASHNG. THE CONTRACTOR SHALL GUARANTEE A FULL STANV OF GRASS 01ER THE ENTRE DISTURD D AREA IF NECESSARY. THE CONTRACTOR TALL WET GOWN THE AREAS TO ASST N SEED CDWA710N OR AAL IN GRONTi IN TALES fK EXCESSFfLY DRY WEATHER, A STAND O GRASS WILL BE CONSIO'N I ES OF A(AE *0 THE ENTRE STAND OF GRASS 15 AT LEAST FOUR INCHES HIGH AND HAS AOTEVTD AT LEAST 95X CDWRAGE OF D=RBED AREAS RESEEDWG WELL BE REOIRED AS NECESSARY BY THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF CRASS. THE AREAS DISTURBED BY THIS PROJECT WILL BE STABILIZED WITH GRASS N ACCORDANCE WTH THE FOLLOWING SCHEDULE; RYE GRAN 120 EBS/AC ANNUAL LESPEOE2A KOBE 50 LBS/AC LM' 2DDO LBS/AC 10-10-10 FERTILIZER ISO LBS/AC MACH 4,000 LBS/AC ANCHOR STRAW BY TACKING WITH ASPHALT. TALL FESM 80 EES/AC PENSACOLA BAI4AL7USS 50 LBS/AC K SPEDE2A JO URS/AC 10 LB$/AC UNE IODO LBS/AC 10-10-10 FERIUM 1.OD0 EBS/AC MULCH 4.000 LB/AC (TACKED WITII ASPHALT) FROM SEPTEMBER 1 - OCTOBER 31. USE INJSCARIFIF.D SENCEA SEED, BETWEEN APRIL 15 AND AUGUST 10- ADD 10 LRI GERMAN MILLET PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 25 LB/AC RYE GRAN, CUT &CUT FALL �. WITHIN 7 CALENDAR DAYS DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEICES OR STRUCTURES SUI To REMAIN EROSION. F VECTATION PLAN EX -6 NOT T(1 SGVE gCTION -m OF BANK / EDGE OF FABRIC I ,LITE NET MATTING hom- 1. INSTALL MATTWG N ACCORDANCE WITH MANUFACTURERS RECOAWIENDAlI0N5 2 PREPARE, SEED, AND FERTLuE SWALE PRIOR TO MATTING INSTALLATION, 3. APPLY MATTING IN DIRECTION OF WATER FLOW. 4. PLACE MATING IN CONTACT WITH SOIL. S. BUTT ROLLS OF MATTING EOCE TO EDGE 6. U -STAPLES SFOU.D HAVE 6' MIN. LENGTH AND 1' MIN. CROWN. NOTE: PROVIDE ON ALL NEW SLOPED SURFACES G JUTE NET SLDPE PROTECTION IX -6 NOT TO SCALE k%%ITIIII rA CA i oc I" N z Q w M cn tut.c O�� (, 0 20G H W n zU N �$ z UJ Fx CQ C NOT TO SCALE Of h it ® � 1 mmm STRAW MULCH SHALL BE APPLIED AT A RATE WELCH WILL INSURE APPRO)IWATELY 95% COVERAGE OF THE SEEDED AREA THE MAW AND SON SEED WILL BE LIGHTLY DISCED INTO THE RED TO GIVE IT FURTER RESISTANCE TO BLONNG AND NASHNG. THE CONTRACTOR SHALL GUARANTEE A FULL STANV OF GRASS 01ER THE ENTRE DISTURD D AREA IF NECESSARY. THE CONTRACTOR TALL WET GOWN THE AREAS TO ASST N SEED CDWA710N OR AAL IN GRONTi IN TALES fK EXCESSFfLY DRY WEATHER, A STAND O GRASS WILL BE CONSIO'N I ES OF A(AE *0 THE ENTRE STAND OF GRASS 15 AT LEAST FOUR INCHES HIGH AND HAS AOTEVTD AT LEAST 95X CDWRAGE OF D=RBED AREAS RESEEDWG WELL BE REOIRED AS NECESSARY BY THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF CRASS. THE AREAS DISTURBED BY THIS PROJECT WILL BE STABILIZED WITH GRASS N ACCORDANCE WTH THE FOLLOWING SCHEDULE; RYE GRAN 120 EBS/AC ANNUAL LESPEOE2A KOBE 50 LBS/AC LM' 2DDO LBS/AC 10-10-10 FERTILIZER ISO LBS/AC MACH 4,000 LBS/AC ANCHOR STRAW BY TACKING WITH ASPHALT. TALL FESM 80 EES/AC PENSACOLA BAI4AL7USS 50 LBS/AC K SPEDE2A JO URS/AC 10 LB$/AC UNE IODO LBS/AC 10-10-10 FERIUM 1.OD0 EBS/AC MULCH 4.000 LB/AC (TACKED WITII ASPHALT) FROM SEPTEMBER 1 - OCTOBER 31. USE INJSCARIFIF.D SENCEA SEED, BETWEEN APRIL 15 AND AUGUST 10- ADD 10 LRI GERMAN MILLET PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 25 LB/AC RYE GRAN, CUT &CUT FALL �. WITHIN 7 CALENDAR DAYS DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEICES OR STRUCTURES SUI To REMAIN EROSION. F VECTATION PLAN EX -6 NOT T(1 SGVE gCTION -m OF BANK / EDGE OF FABRIC I ,LITE NET MATTING hom- 1. INSTALL MATTWG N ACCORDANCE WITH MANUFACTURERS RECOAWIENDAlI0N5 2 PREPARE, SEED, AND FERTLuE SWALE PRIOR TO MATTING INSTALLATION, 3. APPLY MATTING IN DIRECTION OF WATER FLOW. 4. PLACE MATING IN CONTACT WITH SOIL. S. BUTT ROLLS OF MATTING EOCE TO EDGE 6. U -STAPLES SFOU.D HAVE 6' MIN. LENGTH AND 1' MIN. CROWN. NOTE: PROVIDE ON ALL NEW SLOPED SURFACES G JUTE NET SLDPE PROTECTION IX -6 NOT TO SCALE k%%ITIIII rA CA i oc I" N z Q w M cn tut.c O�� (, 0 20G H W n zU N �$ z UJ Fx CQ C NOT TO SCALE Of It Mu I r x C6 > L NT it it itit it cc it T, Q 0 J U) _A ;o lr 0 it 0 IN, it 4 it Xt 6- q- 'q�k -��21 , a cj It it It It cb 0 It ItIt It it It It it J A It It IE t G-) CD —.—TIf— xvnvuxrtesaarFenxcmwwra AVOLIS ENGINEERING, PA MARINE CORPS BASE P.O. BOX 15564 u NEWBERN,NC2&561 z: C-) CAMP LEJEUNE, NORTH CAROLINA P H.(252) 633-0068, FAX (252 SITE DESIGN FOR DES. J.C.AVOLIS,P-E cn C-3 CD o SR1 0 AND BZO RANGES DR. MSP / WFF MARINE CORPS BASE CAMP LEJEUNE CHK. J. K. AVOLIS, P.E. H d EXHIBIT 7- 2016 USGS MAPS T SUBMITTED BY: K RE CD CONSTR. CONTR, STUDY NO. 1517 1 SPEC NO. 15.1, DESIGN DR . T, IMGN T. H. BU; 07N i1 a m m �o N I O a � L yNy A m K� P J ZD � a s .N � 7ti N ^``oilliil • MARINE CORPS BASE AVOLIS ENGINEERING, P.A. P.O. BOX 15564 •• �� = n CAMP LEJEUNE, NORTH CAROLINA NEW BERN, NC 28561 PH. 252 633-0068, FAX (252 633-6507 w OE , A ` m O SITE DESIGN FOR DES J. C. AVOLIS,PE. ��• O o XI o SR10 AND BZO RANGES DR MSP I WIPEO'•• • `• `�� m MARINECORPSBSE CA P LEJUNE LIS, P.E. N No EXHIBIT 2O E SUBMITTED BY O ED CONSTR. CONTR. STUDY NO. 15.17 1 SPEC No. 15-17 DESIGN DIR. T. H. BURTON r b Os Ng 1 O II' t to O i 6 c I 3 t ^: 1 n O O oEvu+rMErraiHEr.vr w,vaysanesenea�e+uGmrewn AV0US ENGINEERING, P.A. s"„ n •� � A= Y M i 4 MARINE CORPS BASE P.O. BOX �y•�` ot- . �� 9 < E 22 1 w CAMP LEJEUNE, NORTH CAROLINA NEW BERN, NC C') O D PH. .. 252C6A -0068.OLIS, FAX 633-6507 •�/O ✓ • �` o n RE CD SR 0 ANDEBZONRANGES DR. MSP I WFF o , ���/4jr �• p��,`` T clull\ $ MARINE CORPS BASE CAMP LEJEUNE CHK. J. K. AVOLIS, P.E. 11 �' EXHIBff,SOILS MAP SUBMITTEDBY: B �; • e _ i:tl$ siy :il sl g O CONSTR. CONTR. STUDY NO. 16-17 SPEC No.15-17 DESIGN DIP T. H. BURTON - -- — -- - -