The URL can be used to link to this page

Home My WebLink AboutSW8970136_HISTORICAL FILE_19970210 STORMWATER DIVISION CODING SHEET POST-CONSTRUCTION PERMITS PERMIT NO. SW8 7/231g DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS X HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 1/ 7 0 YYYYMMDD �C. V.`�ob\e tU \ocale. ar�g��al DIVISION OF ENVIRONMENTAL MANAGEMENT NORTH CAROLINA STORM MTER MANAGEMENT PERMIT APPLICATION I. GENERAL INFORMATION: .__ 1. Project Name: BACHELOR ENLISTED. QUARTERS P-630 2. Project Location: (County, State Road, Address) MARINE CORPS BASE, CAMP LEJEUNE, NORTH CAROLINA 3. Owner's Name: COMMANDING OFFICER Phone: ATTN: PUBLIC WORKS CENTER ASE 4. MailingAddress: Inns WruAFT. RnAD City CAMP LEJEUNE State NC zip28542-0004 5. Application Date: JANUARY 8, 1997 Fee Submitted: $385.00 7. Nearest Receiving Stream: NEW RIVER Class: SC NSW 8. Project Description: CONSTRUCT BUILDING AND ASSOCIATED UTILITIES, PARKING . AREAS AND RECREATION COURTS II. PERMIT INFORMATION 1. Permit No. (will be completed by DEM) 2. Permit Type: X New Renewal Modification (existing permit no. ) 3. Project Type: Low Density X Detention Infiltration Other 4. Other State/Federal Permits/Approvals Required: (Check appropriate blanks) X Sediment/Erosion Control CARA Major 404 Permit III. PROTECT BUILT UPON AREA Drainage Drainage Basin Basin Breakdown of Impervious Areas Classification '5C KE Buildings 0.38 Allowable Impervious Roads 0.38 Total Project Area 3.91 Ac Parking 0.91 Proposed Impervious 2.01 Ac Other 0.34 8 Impervious Area 51 Totals 2.01 IV. STORNWATER TREATMENT (Describe how runoff will be treated) : A WET DETENTION BASIN WILL BE CONSTRUCTED. TO .CONTROL WATER QUALITY V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS Deed restrictions and protective covenants are required for all low density projects and all subdivisions prior to the sale of any lot. Please see Attachment A for specific requirements. By your signature below, you certify that the recorded deed restrictions and protective covenants for this project shall include all the items required by the permit, that the covenants will be binding on all parties and persons claiming under them, that they will run with the land, that the covenant cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot. OWNER'S CERTIFICATION I, / CDR W. C. .MCKERALL certify that the (Please print name clearly) information included on this permit application form is correct, that the project will be constructed in conformance with the approved plans, that the deed restrictions will be recorded with all required permit conditions, and that to the best of my knowledge, the proposed project complies with the requirements of 15A NCAC 2H.1000. ' I authorize the below named person or firm to submit stormwater plans on my behalf. � n ' CDR PWO Owner AhrizedAent Signature and Title Date AUTHORIZED AGENT C. ALLAN BAMFORTH JR. Person or Firm Name: ENGINEER-SURVEYOR, LTD. Mailing Address: P.O. BOX 6377 City NORFOLK State VA Zip 23508 Phone: 757-627-7079 STORMWATER Please submit application, fee and plans to appropriate Regional Office. (see attached map) D E C E I V E #road -2 JAN 281997 D L661 8 2 Ndf 1y� 03. A 1 3 3 3 � PROJ # N'7013(p BACHELOR ENLISTED QUARTERS P-630 CAMP LEJEUNE, NORTH CAROLINA STORMWATER MANAGEMENT NARRATIVE This project consists of the construction of a bachelor enlisted quarters building, the associated utilities, parking areas and basketball and volleyball courts. The site is bound by 9th Street to the north, 10th Street to the south, "C" Street to the east and "B" Street to the west. The site currently has some paved areas which will be removed to accommodate new construction. The stormwater runoff associated with the building will be conveyed to a stone trench with perforated pipe. The perforated pipe connects to catch basins. Stormwater runoff associated with the parking areas is conveyed to curb inlets. Stormwater runoff associated with the remaining site areas is conveyed to catch basins via drainage swales. The runoff from the site will be conveyed to a 4.5 foot deep wet detention basin. The basin is designed in accordance with North Carolina "Design of Stormwater Control Facilities" manual. The pond will discharge to an existing storm drainage system on the east side of the site. ST®RMWATER E C E I V E JAN 2 81997 D D E PROJ W c 013& ..............— �lc--like ll� 0- 4 -J.Sl -4-7 C6--, J., bb . -- ----------- 1.ME OF -01kENL�1,30 FL.W L C: o f ....... a 3 FP5 t ).S ZO --7 US.L'Q0 _.. IVILf'IltJU-j otl .......... 7, 4. 1 t (-A LQATto.OAL METHOD -7. ........ _ SLOPE. OF -EA,-ST INI(a lb GvTFqLL PIPE C2,S;-1 o/ CAPACITY OF lb" P I PC -7.9 3 C F 5 JFQ . ...... ... -------- --- C- to 7t-L A(L I Ad- 4c, c A o.1 4 k2cL....4C- 0.38 PCa-(,CAT IMPCk4loo 3.91 0.5,1 571 0/e Z,Q I _WET_. OETEO—Ilokl - CiASIIJ T D. 'TcLE A,T TrL Im wAt 1C2 fLvQoFF USE GP,.s,IN 4.5 FT BEEP . 4 SA lPA = 4.0 5 (LFALE: A tA_ C Sp, 9 C a-Aw W E 0 7 0 Al: ...... 0 0 40 ... 3 sr("C) 4(- ( e, 1.2 A(Lc--A P(Lo v,D 6 D &S..S f 43 .0 s F. ITY VOLUME .. .. .... f3vt0i0c, A(LLA 0.19 AL FALL a L, A(LEA = D.ql AL Lx 15 T LOADS = o P, j}L VoL [0. 3b Y, 1.0 1- (z).9 1 o.3 V, 0,9S C 1.90 0 .1 3!3(,o 12 -7Z 0-1 2ELEA5C \NA-TCP, OVALIT`( VOL OVErL 4-b H(L5. 6? = VZO-7 177,Suu o . 0 41-1 GFS A cttz A 62 /((-k -3 h I. L,/z 0.0 41 "0' Z(3z.z) 0. -it o Y4 1) : 0. I'L 5 USE PL OPEN )Nc, POND-2 .Vers Oon: 5.20 SIN: BEO P-630 Canp Lejune, N.C. CALCULATED 01-07-1997 17:10:43 DISK FILE: c:\pondpack\data\95012RUC.VOL Planimeter scale: 1 inch = 25 ft. ELevation Planimeter Area AI+A2+sgr(A1*A2) Volume Volume Sum (ft) (sq.in.) (acres) (acres) (acre-ft) (acre-ft) --------------------------------------------------------------------------- 9.32 2.89 0.04 0.00 0.00 0.00 13.06 9.34 0.13 0.25 0.31 0.31 13.58 11.46 0.16 0.45 0.08 0.39 15.55 16.49 0.24 0.60 0.39 0.78 * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt.(Areal*Areal)) where: EL1, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas confuted for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 STORMWATE'R MANAGEMENT FOR BACHELOR ENLISTED QUARTERS PROJECT P-630 CAMP LEJEUNE, NORTH CAROLINA SUBMITTED BY: AT LyNTIC DIVISION NAVAL FACILITIES ENGINEERING COMMAND NORFOLK, VIRGINIA STPANWATT JAN 2 81997 PREPARED BY: a nn PROJ # C. AL2.AN BAMFORTH, JR. ENGINEER-SURVEYOR LTD. NORFOLK, VIRGINIA Q�FESSION•.• �l 4�. JANUARY 8, 1997 - 8 ,,�•4F�ELl1S ��,.. ��unuwa� STORMWATER MANAGEMENT FOR BACHELOR ENLISTED QUARTERS PROJECT P-630 CAMP LEJEUNE,NORTH CAROLINA '107� OWNER COMMANDING OFFICER MARINE CORPS STATION CAMP LEJEUNE, NORTH CAROLINA PREPARED BY: C. ALLAN BAMFORTH, JR. ENGINEER-SURVEYOR, LTD. P.O. BOX 6377 NORFOLK, VIRGINIA 23508 STORMWATER MANAGEMENT FOR BACHELOR ENLISTED QUARTERS PROJECT P-630 CAMP LEJEUNE, NORTH CAROLINA TABLE OF CONTENTS I. Narrative 2. Supporting Calculations 3. Stormwater Permit Application 4. Maintenance Agreement 5. Drawings BACHELOR ENLISTED QUARTERS P-630 CAMP LEJEUNE, NORTH CAROLINA STORMWATER MANAGEMENT NARRATIVE This project consists of the construction of a bachelor enlisted quarters building, the associated utilities, parking areas and basketball and volleyball courts. The site is bound by 9th Street to the north, I Oth Street to the south, "C" Street to the east and "B" Street to the west. The site currently has some paved areas which will be removed to accommodate new construction. The stormwater runoff associated with the building will be conveyed to a stone trench with perforated pipe. The perforated pipe connects to catch basins. Stormwater runoff associated with the parking areas is conveyed to curb inlets. Stormwater runoff associated with the remaining site areas is conveyed to catch basins via drainage swales. The runoff from the site will be conveyed to a 4.5 foot deep wet detention basin. The basin is designed in accordance with North Carolina "Design of Stormwater Control Facilities" manual. The pond will discharge to an existing storm drainage system on the east side of the site. (P-30 E CAL C1,,LA,'T 10 N-S 19 gL ........-------- 0, 0 t, .1 -). (3- 1— ----C-- OLENLa-ID FL-w 125 1, 4 F L 0 P.I.P E Z FP5 t > ).S TL Zo .-7 5 1")U VVI L)vA IfJ (j(LvC 4. 1 c -7. 11 CrS. SLOPE .0 F. Ext5,—% jw I b"m ov Try L L PIPt ),5-7 APCIC I Tj a F lb PIPE -7-93 C F 5 ....... ... % ,�4 ELL%$ tot --------------- 30 CAMP LE_). OE _,jA.(_. ------------- —---------- ---------- ........GoavITloldS ........... q Ac, CA o.*2 4 1 1 CL_h C, (-A. Ot35---------- STOCLM SC-CR. -T,-,-TI.m 5 PEA-"COT lMPCCLqioL) 3.91 0.5-1 S-1 Vo P(Lo I tO C K)ET OETEOT(okl GAs it-4 To •TrLE A,7 T-OcL/v, w,,t7C rL [LvQoFF USE. _Gp,5iN, 4-5 FT DEEP F(LM r MA(L-k 4 SA, /DA, 4,0 j7j� WEPT. F.90 L 3,91 _939�o gC. 42t, 12. 5 F P(L-v,D c ,D -7 5F. 3VtLl)iKIo AfLtA o,2,6 AL PA(L L;aA u, A(LEA = 0.91 4L LX67 ROADS A-(- VOL [0- 3b C0.91 c,.3 F x 0.95 1.90 o .1 3!34,0 7Z 071 CF 2FLEA5C WATER OUALITy VOL OVLrL 4-b H(L5. -7 Z 0-7 (,F 1_77.90o o . 0 41l GFS An.-A 1/4 0, 012 0 : 0. 11 5 USE I11L onolr4c, Appendices 20 15 0 Wilmington a a 6 L R � 4 ervr7 C o per°a Y T 2 i edrS u 70 C 9 I 0.6 75 0.6 Q 0.4 0.2 0.1 5 10 20 '' 40 60 2 3 4 6 8 12 18 24 Minutes Hours Duration Figure 8.03b Rainfall intensity duration curves—Wilmington. 20 15 �o Hatteras e 6 Re O I�rn L 4 per. ,o 0 t ye ?O drS I c I s 2 1 C z N I C; 0.8 0.6 c m 04 0.2 0 15 10 20 40 60 2 3 4 6 8 12 18 24 Minutes Hours Duration i Figure 8.03c Rainfall intensity duration curves—Hatteras. 8.03.5 PROJ. NO.: 4C 02 PROJ. NAME: - 030 GCO CAMP LEJJ1 iE DESIGNED BY: .-C LOCATION : _Noa-1y CQ4o L11GA C. ALLAN BAMFORTH , JR. CHECKED BY: DATE: IZ/31/9 b ENGINEER SURVEYOR NORFOLK ,VIRGINIA STORM SEWER DESIGN COMPUTATIONS AREA RUN- LENGTHSLOPE DIA. VEL. FLOW TOP FROM TO GRAIN OFF INLET RAIN RUNOFF OF OF OF OF CA PA- TIME POPE RIM REMARKS POINT POINT C A TIME FALL ::0�: C.F.S. INVERT ELEV CITY ELEV, COVER "A COEF. PIPE PIPE PIPE PIPE IN PIPE Firy INCRE-ACCUM- MIN- INCRE-ACCUM-UPPER LOWER FT./ FL/ MIN- ACRES C MENT LATED UTES INCHES MENT ULATED END END FT. FT INCHES SEC. C.F.S. UTES FT. FT. FT. FLor LH40.T L>[4LYG) n° O.J:3 1 2 0.10 o.4g o.o5 5.0 5.0 0.35 10 o.m3 IZ Z.49 1.9b o. I n.S-L Z 4 0. 14 0.04 0.20 p.ZC, 5.1 1.0 3o o.o03 IS Z.59 3.S4 o.Z 3 4 0.09 0.51 0.05 S.o -7 0.35 10 0.003 I Z.49 1.9(. 4. S o.Z4 o.b4 o Lo o.50 5. 3 45 1gZ o.00t 16 Z.66 4.)0 1.1 S 0.17- o 50 0.06 y, � 13-1 o.wt IB Z.66 4.10 0.8 6 -_ 0.1lo 0.11 0.11 .q 5. 0410 (n5 0.w3 12 ',49 1.96 0.4 8 0.14 0 -13 o. 10 o.L1 1.16 30 o.00 I Z.41 1.9b 0 L L-so' c 0.t s.�•a * : r.� 6 9 0.13 0.310 o.os 0,e2 N. o. 4.Zb 63 0.wL0 18 Z.b6 410 o.S 9 15 0.16 0.63 0.11 0.9 12.0 5.1 4.14 o..ISl is L.91 SZS 01 10 13 O. o 0-b2 D.12 15.3 �B 0.58 110 D.ou LO 15 Z.36 Z.89 0.8 11 11, 0.'3 0.50 0.10 o l.0 0,10 3 IZ Z.99 IA6 IL 13 0"3 0.6o Ono o.Lo __5_Z7 ! . .3g l`) o.w2 15 '.36 3.89 I, �'� c: ..L vi. r• n.n 1 14 0.23 0.1� o.06 .35 16.1 4. .19 19 o.u01 15 L.36 Z.69 0.6 14 IS 0.16 0.e1 D o o-bb I G 3.136S o.-L 16 1.66 4-1c 1.1 S I (o o Z4 o.114 020 bI Fb y. 1.18 3o o.002 74 3.2Z lo.10 ELI C Z.61 f 1.BI SHEET OF Quick TR-55 Ver.5.46 S/N: Executed: 17:19:13 01-07-1997 MODIFIED RATIONAL METHOD ---- Graphical Summary for Maximum Required Storage ---- First peak outflow point assumed to occur at inflow recession leg. BEQ P-630 Camp Lejune, N.C. • RETURN FREQUENCY: 10 yr Allowable Outflow: 7.71 cfs • 'C' Adjustment: 1.000 Required Storage: 0.065 ac-ft 1--------------------------------------------------------------------# ! Peak Inflow: 7.80 cfs Inflow .HYD stored: 95012-10.HYD ###}}R4}4!##<If!!!Mllffffff<f•fff!!<!!!!!!!##fR!#«f}fR}44########### Td = 30 minutes Return Freq: 10 yr /------- Approx. Duration for Max. Storage ------/ C adi.factor: 1.00 Tc= 18.40 minutes I = 4.392 in/hr Area (ac): 3.911 . Q = 9.79 cfs Weighted C: 0.57 .�. Adjusted C: 0.57 - F L Required Storage 0 I 0.065 ac-ft Td= 30 minutes W I I I = 3.500 in/hr x x x x x x xlx x x x x x x x x x x Q = 7.80 cfs c f I x x s I o Q= 7.71 cfs I x 0 Ix (Atlow.0utflow) I x o I x 0 NOT TO SCALE I x I . x o ___________= I I0 I x -----------------------------------------------------I------------ 30.21 minutes Quick TR-55 Ver.5.46 S/N: Executed: 17:19:13 01-07-1997 BEQ P-630 Camp Lejune, N.C. •'•* Modified Rational Hydrograph •�*•• Weighted C = 0.570 Area= .3.910 acres Tc = 18.40 minutes Adjusted C = 0.570 Td= 30.00 min. I= 3.50 in/hr Qp= 7.80 cfs RETURN FREQUENCY: 10 year storm Adj.factor = 1.00 Output file: 95012-10.HYD HYDROGRAPH FOR MAXIMUM STORAGE For the 10 Year Storm Time Time increment = 0.083 Hours Hours Time on left represents time for first Q in each row. --------I--------------------------------------------------------------- 0.057 1.44 3.56 5.68 7.80 7.80 7.80 6.36 0.640 4.24 2.12 0.00 Quick TR-55 Ver.5.46 S/N: Executed: 17:19:13 01-07-1997 BEQ P-630 Camp Lej me, N.C. • e w • w w SUMMARY OF RATIONAL METHOD PEAK DISCHARGES • " Q = adj wCw I wA Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'Cl adjustment factor for each return frequency RETURN FREQUENCY = 10 years 'Cl adjustment, k = 1 Adj. 'Cl = Wtd.'C' x 1 Subarea Runoff Area I Tc Wtd. Adj. I Total Peak 0 Descr. 'C' acres (min) 'Cl 'C' in/hr acres (cfs) -------------------------- -------------- -----------------------------.- all areas 0.570 3.91 --------------- -------------- ---------------------•- -------- 18.40 0.570 II 0.570 4.392 3.91 I 9.79 Quick TR-55 Ver.5.46 S/N: Executed: 17:19:13 01-07-1997 wrwlYl+lfR4eefeff!!!lffffwwrrwlr!!milifffwlw+rtaa4rtrtYYYYfffffrar!!!lrrw!! +aaarrr+wwl++Y+fwrw!!+lwr!!!!!Rlfara44rrrlereffflara4aaar+w!!!!lw++44!!+ 4 f a r " NOD IFIED NATIONAL METHOD ` ` ---- Grand Summary For All Storm Frequencies ---- " e ! f 4 ffw!"!!!fw!!!!!llfffrlRffwffRRwaaaa4444YYYRwwwYY444+YaaffaarYaraar4rr!!! fffelel4raaaaarta4rtrrwlff»wwwww!!!!!!!!!+flr+ff!!!!!lfffffww!!!!!!!l++++ First peak outflow point assured to occur at inflow recession Leg. BEQ P-630 Camp Lejune, N.C. Area = 3.91 acres Tc = 18.40 minutes ............................................................................ ............................................................................ VOLUMES Frequency Adjusted Duration Intens. Qpeak Allowable Inflow Storage (years) 'C' minutes in/hr cis cfs (ac-ft) (ac-ft) ------------------------------------------------------ --------------------- 10 0.570 30 3.500 7.80 7.71 0.322 0.065 Quick TR-55 Ver.5.46 S/N: Executed: 17:19:13 01-07-1997 MODIFIED RATIONAL METHOD ---- Summary for Single Storm Frequency ---- First peak outflow point assumed to occur at inflow recession leg. BEQ P-630 Camp Lejune, N.L. RETURN FREQUENCY: 10 yr `C' Adjustment = 1.000 Allowable Q = 7.71 cfs ----------------------- ---------------------------------------------------- Hydrograph file duration= 30.00 minutes Hydrograph file: 95012-10.HYD Tc = 18.40 minutes ............................................................................ ............................................................................ VOLUMES Weighted Adjusted Duration Intens. Areas Qpeak Inflow Storage `C' 'C' minutes in/hr acres cfs (ac-ft) (ac-ft) ----------------------------------------------------- --------------------- 0.570 0.570 18 4.392 3.91 9.79 0.248 0.053 0.570 0.570 20 4.200 3.91 9.36 0.258 0.054 ffffffff+f+++++lffffffffffffffff rffrffff!lfff lff!!!flf++ff++ Storage Maximum 0.570 0.570 30 3.500 3.91 7.80 0.322 0.065 Ifftffff+++f+l+lffffffffff+f+ttM1tt+ttff tttffffff lffff ff if+f++++f++++f lfffff+ 0.570 0.570 40 2.900 3.91 6.46 Qpeak < Qallow Quick TR-55 Ver.5.46 S/N: Executed: 17:19:47 01-07-1997 MODIFIED RATIONAL METHOD ---- Graphical Summary for Maximum Required Storage ---- - First peak outflow point assumed to occur at inflow recession leg. e!!!lwffflffffffreewwwwlwfffffYllf weffwwwfffffrr!!llffee!»fffrfwwwffw * RETURN FREQUENCY: 100 yr I Allowable Outflow: 7.71 cfs f 'Cl Adjustment: 1.000 I Required Storage: 0.258 ac-ft f •--------------------------------------------------------------------Y • Peak Inflow: 9.72 cfs Inflow .HYD stored: 95012100.HYD wrwlY!!!llff NffffYYwwwwwlffffff Yw tffff Yf YYffff YYwll IfYYYf!llfffff ww!! Td = 44 minutes I Return Freq: 100 yr /------- Approx. Duration for Max. Storage ------/ C adj.factor: 1.00 I I I I I Tc= 18.40 minutes I I I = 6.724 in/hr I Area (ac): 3.91 I 0 = 14.99 cfs I Weighted C: 0.57 ,I, I Adjusted C: 0.57 FI I L I I Required Storage I 0 I 0.258 ac-ft I Td= 44 minutes w I I I I I = 4.360 in/hr I x x x x x x xlx x x x x x x x x x x a = 9.72 cfs c l I f I x x s I o Q= 7.71 cfs x o Ix (Allow.Outflow) I x o I x o NOT TO SCALE I x I . x o __________= I Io I x --------•---------------------------•----------------I------------ 47.80 minutes Quick TR-55 Ver.5.46 S/N: Executed: 17:19:47 01-07-1997 **** Modified Rational Hydrograph Weighted C = 0.570 Area= 3.910 acres Tc = 18.40 minutes Adjusted C = 0.570 Td= 44.00 min. I= 4.36 in/hr Qp= 9.72 cfs RETURN FREQUENCY: 100 year storm Adj.factor = 1.00 Output file: 95012100.HYD HYDROGRAPH FOR MAXIMUM STORAGE For the 100 Year Storm Time Time increment = 0.083 Hours Hours Time on left represents time for first Q in each row. --.-....I--------------------------------------------------------------- 0.057 1.80 4.44 7.08 9.72 9.72 9.72 9.72 0.640 9.72 9.72 7.39 4.75 2.11 0.00 Quick TR-55 Ver.5.46 S/N: Executed: 17:19:47 01.07-1997 * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES 0 = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency RETURN FREQUENCY = 100 years ICI adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 Subarea Runoff Area I Tc Wtd. II Adj. I Total Peak Q Descr. 'C' acres I (min) 'C' II 'C' in/hr acres I (cfs) --------------------------I-------------- I-----------------------I-------- all areas 0.570 3.91 I II --------------- --------------I I-.---------------------I-------- 18.40 0.570 II 0.570 6.724 3.91 I 14.99 Quick TR-55 Ver.5.46 S/N: Executed: 17:19:47 01-07-1997 r4rtwwarwawwwff»eff4raff1fwlwlfefrlfrfafYlwf wrt!lw4rwa»Y44YYh44f•lwff•frt r rrhf ww/f wff wllltff+llflf rf11t1t1t1ffflffRhY hfl+lartlffff rrrf alrYhrtrtYaa! f 4 Y h ' MODIFIED RATIONAL METHOD ' ' ---- Grand Summary For All Storm Frequencies ---- ' w + e r r+!lrrrflrrrr!!+rlf!!lrrrrl4Y444fYl1fw+wh4hY4rl:++rtrtarrr4rrrrrl+•+llwwhw l+l wf rrwfffwfl+f!!f!!r!!lwlrwlr4+flfflrrf hf Y4lf llrtrth44YhhharY+ff aalf r++Y First peak outflow point assumed to occur at inflow recession leg. Area = 3.91 acres Tc = 18.40 minutes ............................................................................ ............................................................................ VOLUMES Frequency Adjusted Duration Intens. Qpeak Allowable Inflow Storage (years) 'Cm minutes in/hr cis cfs (ac-ft) (ac-ft) ------------------------------------------------------ --------------------- 100 0.570 44 4.360 9.72 7.71 0.589 0.258 Quick TR-55 Ver.5.46 S/N: Executed: 17:19:47 01-07-1997 MODIFIED RATIONAL METHOO ---- Summary for Single Storm Frequency ---- First peak outflow point assumed to occur at inflow recession leg. RETURN FREQUENCY: 100 yr 'C' Adjustment = 1.000 Allowable Q = 7.71 cfs ---------------------------------------------------------------------------- Hydrograph file duration= 44.00 minutes Hydrograph file: 95012100.HY0 Tc = 18.40 minutes ............................................................................ ............................................................................ VOLUMES Weighted Adjusted Duration Inters. Areas Qpeak Inflow Storage 'C' 'C' minutes in/hr acres cis (ac-ft) (ac-ft) - ------------------------------------------------------ --------------------- 0.570 0.570 18 6.724 3.91 14.99 0.380 0.184 0.570 0.570 20 6.500 3.91 14.49 0.399 0.195 0.570 0.570 30 5.200 3.91 11.59 0.479 0.222 0.570 0.570 40 4.600 3.91 10.25 0.565 0.255 !!!##fWWWww*w*f*#!!*we#lfffffff!!!!ff*ffwlffww+*www*WM1WW!!ff Storage Maximm 0.570 0.570 44 4.360 3.91 9.72 0.589 0.258 !!#*#**Ww#f*f*f#*!!!!f##lllff*!!!*#*M!f!!f*w!w#H##kW##fff!!!!!*!W#wwwlw*wf 0.570 0.570 50 4.000 3.91 8.91 0.614 0.251 POND-2 Version: 5.20 S/N: BEO P-630 Lamp Lejune, N.C. CALCULATED 01-07-1997 17:10:43 DISK FILE: c:\pondpack\data\95012RUC.VOL Planimeter scale: 1 inch = 25 ft. Elevation Planimeter Area Al+A2+sgr(A1*A2) Volume Volume Sum (ft) (sq.in.) (acres) (acres) (acre-ft) (acre-ft) --------------------------------------------------------------------------- 9.32 2.89 0.04 0.00 0.00 0.00 13.06 9.34 0.13 0.25 0.31 0.31 13.58 11.46 0.16 0.45 0.08 0.39 15.55 16.49 0.24 0.60 0.39 0.78 Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt.(Areal*Areal)) where: EL1, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 Outlet Structure File: 95012RYC.STR POND-2 Version: 5.20 S/N: Date Executed: Tine Executed: f H1111 tff!!f#*##1 fff 11ff1f BEO P-630 Camp Lej me, N.C. Yf!!f##lYff#Yf!#YfflY#f#Yff ***** COMPOSITE OUTFLOW SUMMARY **** Elevation (it) 0 (cfs) Contributing Structures -------------- ------- ------------------------ 13.58 0.0 13.83 0.0 14.08 0.0 14.33 0.0 14.49 0.0 1 14.58 0.4 1 14.83 2.6 1 15.08 5.9 1 15.33 9.8 1 15.55 13.8 1 Outlet Structure File: 95012RWC.STR POND-2 Version: 5.20 S/N: Date Executed: Time Executed: ff}fffff rtrtrtf R#!}}YIWYrtfff** BEO P-630 Camp Lejune, N.C. tf lffffffffffffffff of fffff* Outlet Structure File: c:\pondpack\data\95012RWC.STR Planimeter Input File: c:\pondpack\data\95012RWC.VOL Rating Table Output File: c:\pondpack\data\95012RWC.PND Min. Elev.(ft) = 13.58 Max. Elev.(ft) = 15.55 Incr.(ft) _ .25 Additional elevations (ft) to be included in table: rt f * 4 t 1 t f f f f f f f t f t f f f } f f ! * Y 14.49 ffff*frt*#Yrt##Y}rt*rt#}R**#Rf##!**Y#WWWrtf*rtW*WWWW SYSTEM CONNECTIVITY YWW#YY}}f!}}ff 11 t}ff if}ffff}ffff tffffff}ffff}f Structure No. w Table G Table ---------- --- ------ ------- WEIR-VR 1 -> 1 Outflow rating table summary was stored in file: c:\pondpack\data\95012RWC.PND Outlet Structure File: 95012RWC.STR POND-2 Version: 5.20 S/N: Date Executed: Time Executed: fef111f««f««f«!f«fefllf:««« BEO P-630 Camp Lejune, N.C. !f M!111f!f f!f H!f f 1f f f kf 1f >>>I>> Structure No. 1 ««« (Input Data) WEIR-VR Weir - Vertical Rectangular E1 elev.(ft)? 14.49 E2 elev.(ft)? 15.551 Weir coefficient? 3.33 Weir elev.(ft)? 14.49 Length (ft)? 4.00 Contracted/Suppressed (C/S)? C Outlet Structure file: 95012RWC.STR POND-2 Version: 5.20 S/N: Date Executed: Time Executed: N*YYrtrtrtrt«kRHwYYR«Rrtrtrtrtrtkrt BEG P-630 Camp Lejune, N.C. Rw«rY**YRRwRRYwwwRYwwwrtrt««« Outflow Rating Table for Structure #1 WEIR-VR Weir - Vertical Rectangular ***** INLET CONTROL ASSUMED ***** Elevation (ft) G (cfs) Computation Messages -------------- ------- ------------------------ 13.58 0.0 E < Inv.El.= 14.49 13.83 0.0 E < Inv.EL.= 14.49 14.08 0.0 E < Inv.EL.= 14.49 14.33 0.0 E < Inv.El.= 14.49 14.49 0.0 H =0.0 14.58 0.4 H =.09 14.83 2.6 H =.34 15.08 5.9 H =.59 15.33 9.8 H =.84 15.55 13.8 H =1.06 C = 3.33 L (ft) = 4 H (ft) = Table elev. - Invert elev. ( 14.49 ft )� G (cfs) = C * (L-.2H) * (H**1.5) -- Contracted Weir POND-2 Version: 5.20 S/N: Page 1 EXECUTED: 01-07-1997 17:12.28 rrrr+xwwwwrrw+rrxwwwwwwwrrrrwwwwwwwwwwwwwewewxrr x r ' BED P-630 Canp Lei we, N.C. -10 year storm ' x w r r r w r w wxxrrrwwrrwwwwwrrrwxwxrwwxrwrwexrwxwrrrwrrrrwxxw Inflow Hydrograph: c:\pondpack\data\95012-10.HYD Rating Table file: c:\pondpack\data\95012RWC.PNO ----INITIAL CONDITIONS---- Elevation = 13.58 ft Outflow = 0.00 cfs Storage = 0.39 ac-ft INTERMEDIATE ROUTING GIVEN POND DATA COMPUTATIONS ------------------------------ -------------- ----------- JELEVATION1 OUTFLOW I STORAGE I I 2S/t I 2S/t 0 1 (ft) (cfs) (ac-ft) (cfs) I (cfs) I---------I---------I---------- ------------I-------------� 1 13.58 1 0.0 1 0.3891 1 113.0 1 113.0 1 1 13.83 1 0.0 1 0.4311 1 125.3 1 125.3 1 1 14.08 1 0.0 1 0.4761 1 138.1 1 138.1 1 1 14.33 1 0.0 1 0.5221 1 151.6 1 151.6 1 1 14.49 1 0.0 1 0.5531 1 160.6 1 160.6 1 1 14.58 1 0.4 1 0.5711 1 165.8 1 166.2 1 1 14.83 1 2.6 1 0.6221 1 180.6 1 183.2 1 1 15.08 1 5.9 1 0.6751 1 196.1 1 202.0 1 1 15.33 1 9.8 1 0.7311 1 212.3 1 222.1 1 15.55 1 13.8 1 0.7821 1 227.1 1 240.9 1 ------------------------------ -------------------------- Time increment (t) = 0.083 hrs. POND-2 Version: 5.20 S/N: Page 2 EXECUTED: 01-07-1997 17:12:28 Pond File: c:\porxlpack\data\95012RWC.PNO Inflow Hydrograph: c:\pondpack\data\95012-IO.HYD Outflow Hydrograph: c:\porxlpack\data\OUT .HYD INFLOW HYDROGRAPH ROUTING COMPUTATIONS ------------------ ...................................................... TIME INFLOW I1+12 2S/t - 0 2S/t + 0 1 OUTFLOW IELEVATION1 (hrs) (cfs) (cfs) (cfs) (cfs) I (cfs) I (ft) ---__----I------------ -----------I---------I---------I 1 0.057 1 1.441 1 ----- 1 113.0 1 113.01 0.00 1 13.58 1 1 0.140 1 3.561 1 5.0 1 118.0 1 118.01 0.00 1 13.68 1 1 0.223 1 5.681 1 9.2 1 127.3 1 127.31 0.00 1 13.87 1 1 0.307 1 7.801 1 13.5 1 140.7 1 140.71 0.00 1 14.13 1 . 1 0.390 1 7.801 1 15.6 1 156.3 1 156.31 0.00 1 14.41 1 1 0.473 1 7.801 1 15.6 1 169.6 1 171.91 1.15 1 14.66 1 1 0.557 1 6.361 1 14.2 1 178.4 1 183.81 2.71 1 14.84 1 1 0.640 1 4.241 1 10.6 1 181.7 1 189.01 3.62 1 14.91 1 1 0.723 1 2.121 1 6.4 1 181.2 1 188.11 3.46 1 14.90 1 1 0.807 I 0.001 1 2.1 1 178.1 1 183.31 2.62 1 14.83 1 ----------------- ------------------------------------------------------ POND-2 Version: 5.20 S/N: Page 3 EXECUTED: 01-07-1997 17:12:28 **++ww****••••••w* SUMMARY OF ROUTING COMPUTATIONS ****••wwwww***:*** Pond File: c:\pordpack\data\95012RWC.PND Inflow Hydrograph: c:\pondpack\data\95012-10.HYD Outflow Hydrograph: c:\pordpack\data\OUT .HYD Starting Pond N.S. Elevation = 13.58 ft *"w* Summary of Peak Outflow and Peak Elevation '•"' Peak Inflow = 7.80 cfs Peak Outflow = 3.62 cfs Peak Elevation = 14.91 ft *•'•• Summary of Approximate Peak Storage Initial Storage = 0.39 ac-ft Peak Storage From Storm = 0.25 ac-ft --------------- TotaL Storage in Pond = 0.64 ac-ft Warning: Inflow hydrograph truncated on Left side. POND-2 Version: 5.20 S/N: Page 4 Pond File: c:\pordpack\data\95012RYC.PND Inflow Hydrograph: c:\pondpack\data\95012-IO.HYD Outflow Hydrograph: c:\pondpack\data\OUT .HYD EXECUTED: 01-07-1997 Peak Inflow = 7.80 cfs 17:12:28 Peak Outflow = 3.62 cfs Peak Elevation = 14.91 ft Flow (cfs) 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 .06 -� ix .14 -jx ix .22 -Ix Ix .31 -jx ix .39 -Ix x .47 x x .56 x x .64 x * x .72 x * x TIME (hrs) * File: c:\pondpack\data\95012.10.HYD Dmax = 7.8 cfs x File: c:\pondpack\data\OUT .HYD Dmax = 3.6 cfs POND-2 Version: 5.20 S/N: Page 1 EXECUTED: 01-07-1997 17:14:19 rtfMMMfffYWMRJMRWWWWIYYRHfffffWWYYIYffffffffrtffff Y f • SED P-630 Camp Lej me, N.C. - 100 year storm W f f M f f Y Y fifWWWYYIffNlffffff Wff rtrtfff Yf YRRRRYkffffffffffffff Inflow Hydrograph: c:\pondpack\data\95012100.HYD Rating Table file: c:\pondpack\data\95012RWC.PND ----INITIAL CONDITIONS---- Elevation = 13.58 ft Outflow = 0.00 cfs Storage = 0.39 ac-ft INTERMEDIATE ROUTING GIVEN POND DATA COMPUTATIONS ------------------------------ -------------------------- JELEVATIONI OUTFLOW I STORAGE I I 2S/t I 2S/t + 0 1 1 (ft) (cfs) (ac-ft) (cfs) I (cfs) �---------- ------------I-------------I 13.58 0.0 1 0.3891 1 113.0 1 113.0 1 13.83 1 0.0 1 0.4311 1 125.3 1 125.3 1 14.08 1 0.0 1 0.4761 1 138.1 1 138.1 1 14.33 1 0.0 1 0.5221 1 151.6 1 151.6 1 14.49 0.0 1 0.553I 1 160.6 1 160.6 14.58 0.4 1 0.5711 1 165.8 1 166.2 1 14.83 2.6 1 0.6221 1 180.6 1 183.2 1 15.08 5.9 1 0.6751 1 196.1 1 202.0 1 15.33 1 9.8 1 0.7311 1 212.3 1 222.1 1 1 15.55 1 13.8 1 0.7821 1 227.1 1 240.9 1 ------------------------- Tine increment (t) = 0.083 hrs. POND-2 Version: 5.20 S/N: Page 2 EXECUTED: 01-07-1997 17:14:19 Pond Fite: c:\pondpack\data\95012RWC.PND Inflow Hydrograph: c:\pondpack\data\95012100.HYD Outflow Hydrograph: c:\pondpack\data\OUT .HYD INFLOW HYDROGRAPH ROUTING COMPUTATIONS __________________ ______________________________________________________ TIME INFLOW 11+I2 2S/t - 0 2S/t * 0 1 OUTFLOW JELEVATION1 (hrs) (cfs) (cfs) (cfs) (cfs) I (cfs) I (ft) ---------I------------ -----------I---------I.________� 0.057 1 1.801 I '-'-- 1 113.0 1 113.01 0.00 1 13.58 1 0.140 1 4.u1 1 6.2 1 119.3 1 119.31 0.00 1 13.71 1 1 0.223 1 7.081 1 11.5 1 130.8 1 130.81 0.00 I 13.94 1 1 0.307 1 9.721 1 16.8 1 147.6 1 147.61 0.00 1 14.26 1 1 0.390 1 9.721 1 19.4 1 166.0 1 167.01 0.51 1 14.59 1 0.473 I 9.721 1 19.4 I 179.4 1 185.41 3.00 1 14.86 1 1 0.557 1 9.721 1 19.4 1 188.2 1 198.91 5.36 1 15.04 1 1 0.640 1 9.721 1 19.4 1 193.6 1 207.61 6.99 1 15.15 1 1 0.723 1 9.721 1 19.4 1 197.0 1 213.11 8.05 1 15.22 1 1 0.807 1 7.391 1 17.1 1 197.6 1 214.11 8.25 1 15.23 1 1 0.890 1 4.751 1 12.1 1 194.9 1 209.71 7.40 1 15.18 1 1 0.973 1 2.111 1 6.9 1 190.0 1 201.81 5.86 1 15.08 1 1 1.057 1 0.001 1 2.1 1 183.8 1 192.21 4.18 1 14.95 _________________ _._--__-_____-__-_ ----------------------------------- POND-2 Version: 5.20 S/N: Page 3 EXECUTED: 01-07-1997 17:14:19 SUMMARY OF ROUTING COMPUTATIONS '****`*xxxxxxxxxxx Pond File: c:\pordpack\data\95012RWC.PND Inflow Hydrograph: c:\pondpack\data\95012100.HYD Outflow Hydrograph: c:\pondpack\data\OUT .HYD Starting Pond W.S. Elevation = 13.58 it Summary of Peak Outflow and Peak Elevation •"** Peak Inflow = 9.72 cis Peak Outflow = 8.25 cis Peak Elevation = 15.23 ft ***** Summary of Approximate Peak Storage ***** Initial Storage = 0.39 ac-ft Peak Storage From Storm = 0.32 ac-ft --'------------ Total Storage in Pond = 0.71 ac-ft i I Warning: Inflow hydrograph truncated on Left side. POND-2 Version: 5.20 5/N: Page 4 Pond File: c:\pondpack\data\95012RWC.PND Inflow Hydrograph: c:\pordpack\data\95012100_HYD Outflow Hydrograph: c:\pordpack\data\OUT _HYD EXECUTED: 01-07-1997 Peak Inflow = 9.72 cfs 17:14:19 Peak.Outflow = 8.25 cis Peak Elevation = 15.23 ft Flow (cfs) 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 .06 -� Ix .14 -Ix Ix .22 -Ix Ix .31 -Ix x .39 x x .47 x x .56 x x .64 x x 72 x x . .81 x * x .89 -I * x * x .97 x * x TIME (hrs) * File: c:\pondpack\data\95012100.HYD omax = 9.7 cfs x File: c:\pondpack\data\OUT .HYD Amax = 8.3 cfs DIVISION OF ENVIRONMENTAL MANAGEMENT NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION I. GENERAL INFORMATION: 1. Project Name: BACHELOR ENLISTED QUARTERS P-630 2. Project Location: (County, State Road, Address) MARINE CORPS BASE, CAMP LEJEUNE, NORTH CAROLINA 3. Owner's Name: COMMANDING OFFICER Phone: ATTN: PUBLIC WORKS .CE TE ASE 4. Mailing Address: n+TrueFT. unan City CLAMP LEJEUNE State NC Zip28542-0004 S. Application Date: JANUARY 8, 1997 Fee Submitted: $385.00 7. Nearest Receiving Stream: NEW RIVER Class: SC NSW 8. Project Description: CONSTRUCT BUILDING AND ASSOCIATED UTILITIES, PARKING '- AREAS AND RECREATION COURTS II. PERMIT INFORMATION 1. Permit No. (will be completed by DEM) 2. Permit Type: X New Renewal Modification (existing permit no. ) 3. Project Type: Low Density - X Detention Infiltration other 4. other State/Federal Permits/Approvals Required: (Check appropriate blanks) X Sediment/Erosion Control CAMA Major 404 Permit III. PROJECT BUILT UPON AREA Drainage Drainage Basin Basin Breakdown of Impervious Areas Classification Buildings 0.38 Allowable Impervious Roads 0.38 Total Project Area 3.91 Ac - Parking 0.91 Proposed Impervious 2.01 Ac Other 0.34 % Impervious Area 51 Totals 2.01 IV. STORNWATER TREATMENT (Describe how runoff will be treated) : A WET DETENTION BASIN WILL BE CONSTRUCTED. TO .CONTROL WATER QUALITY V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS Deed restrictions and protective covenants are required for all low density projects and all subdivisions prior to the sale of any lot. Please see Attachment A for specific requirements. By your signature below, you certify that the recorded deed restrictions and protective covenants far this project shall include all the items required by the permit, that the covenants will be binding on all parties and persons claiming under them, that they will run with the land, that the covenant cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot. OWNER'S CERTIFICATION I, certify that the (Please print name clearly) information included on this permit application form is correct, that the project will be constructed in conformance with the approved plans, that the deed restrictions will be recorded with all required permit conditions, and that to the best of my knowledge, the proposed project complies with the requirements of 15A NCAC 2H.1000. I authorize the below named person or firm to nubmit stormwater plans on my behalf. CDR W. C. MCKERALL, PWO C /V/\ CI �J ��,Q �_7 Owner Authorized Agent Signat a and Tit a `{{ Date AUTHORIZED AGENT C. ALLAN BAMFORTH JR. Person or Firm Name: - ENGINEER-SURVEYOR, LTD. Mailing Address: P.O. BOX 6377 City NORFOLK .State VA Zip 23508 Phone: 757-627-7079 Please submit application, fee and plans to appropriate Regional Office. (see attached map) -2- MAINTENANCE OF STORMWATER MANAGEMENT AND EROSION CONTROL STRUCTURES All permanent and temporary stormwater management and erosion control structures will be maintained by the Contractor during construction. After construction is complete, the temporary erosion control measures will be removed by the Contractor and the permanent stormwater management pond will become the responsibility of the Facilities Maintenance Officer, MCB Camp Lejeune. I INSPECT AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT: 1. Orifice - Remove any clogging debris. 2. Trash Rack - Remove trash accumulation. 3. Pond Side Slopes - Repair eroded areas, remove trash. II INSPECT QUARTERLY: 1. Catch Basins - Remove trash 2. Inlet Piping - Repair undercutting, remove interior trash, replace riprap. 3. Grass Swales - Repair and reseed eroded areas, remove trash. 4. Vegetated Filter - Repair and reseed eroded areas. III INSPECT SEMI-ANNUALLY (EVERY 6 MONTHS): I. Pond Depth - Sediment shall be removed when it accumulates to a depth of approximately one foot (up to elevation 15.00). 2. Check main outlet pipe for debris. IV GENERAL MAINTENANCE NOTES: 1. Mow side slopes regularly. Encourage cattails along the perimeter of the pond, but do not allow to cover the entire surface area. 2. The orifice must be visible after 5 days without rain. If it is not, unclog immediately by removing trash, debris, and sediment. -----------v"_R-'&---_ LtCol W. R. HESTIR Facilities N1,kintenance Ofcer By direction of the Commanding General P(to )cC-T S iTE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A 0 � D . E C J L .. . ........ N 0 H.�1 I R -- _ KEY ASAP J 111-,"FO C. ALLAN BAMFORTH, JR. ENGINEER - SURVEYOR, LTD. } F� C. ALLAN BAMFORTH, JR., P.E., L.S. LINDA Z. BAMFORTH RICHARD E. GARRIOTT, P.E. January 16, 1997 ANNA LEE BAMFORTH, P.E. RICHARD W. CLARK, L.S. Public Works Department Marine Corps Base Building 1005 PSC Box 20004 Camp Lejeune,North Carolina 28542 c Attn: Mr. Fred Cone ; RE: Bachelor Enlisted Quarters, Project P- 630 — (95.012) —, r" 3 -> Dear Mr. Cone: !7: We are the Civil Engineers for the subject project. Asa part of our scope of workvne are"-0 to submit the applications for Stormwater Management and for Erosion Control to the state of y North Carolina for approval. There are several places in the applications that require signatures of the parties responsible at the installation. We are enclosing the following items for your action and request that you forward them to the appropriate state agency after the signatures are obtained: Two copies of the Stormwater Management Application with pages marked that require signatures. Check in the amount of$385.00 (submittal fee). Transmittal letter to the Division of Water Quality. Two copies of the Erosion and Sediment Control Plan with pages marked that require signatures. Check in the amount of$90.00 (submittal fee). Transmittal letter to the Division of Land Quality. 2207 HAMPTON BOULEVARD, NORFOLK, VIRGINIA 23517, P.O. BOX 6377, NORFOLK, VIRGINIA 23508 TEL: (757) 627-7079 0 FAX: (757) 625-7434 January 16, 1997 Public Works Department Marine Corps Base Camp Lejeune, North Carolina 28542 Attn: Mr. Fred Cone We appreciate your cooperation in this matter. Should you have any questions regarding these submittals please do not hesitate to call us. Sincerely, Richard E. Garriott, P.E. cc: Suzanne Spence, LANTDIV �a WAMWPO Tb C. ALLAN BAMFORTH, JR. ENGINEER - SURVEYOR, LTD. U � Fes+ C. ALLAN BAMFORTH, JR., P.E., L.S. LINDA Z. BAMFORTH RICHARD E. GARRIOTT, P.E. January 16, 1997 ANNA LEE BAMFORTH, P.E. RICHARD W. CLARK, L.S. North Carolina Department of Environment, Health and Natural Resources Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 . . Attn: Ms. Linda Lewis RE: Bachelor Enlisted Quarters Camp Lejeune, North Carolina (95.012) Dear Ms. Lewis: We are submitting two copies of the Stormwater Management Application along with our check in the amount of$385.00 for your review and approval. Should you have any questions or require any additional information please do not hesitate to call us. Sincerely, Richard E. Garriott cc: Suzanne Spence, LANTDIV flu d� 2207 HAMPTON BOULEVARO, NORFOLK, VIRGINIA 23517, P.O. BOX 6377, NORFOLK, VIRGINIA 2350E TEL: (757) 627-7079 0 FAX: (757) 625-7434 . 4DPE vARq] 1T1EAnD ,.wlER p lui. SlD1;J Np6L : t KRT. "`�� Sp - � TGP OI BM« SO V•I. 9,IAWQ,] H Ppq 1]EA ro n6v. vARI[S �'E � 1—P..�� 1 ExrtHD 300 AeovE P.P.E, tm uw. Aca¢uTE BAs VEOETAn S R Ir — MAX ROPE 6 H L 1 VpiT. 1 M>MG C T — P.P.0 4.14 Ai0 VA1✓i5 O O O O 00 OO Q p0 O .AX �trA51[D SAxO '^ - O •i. SICPC S NpBL : 1 VpfT. < VI M Y Q WST tTO A w3 mYP•Cna AIBQtADE g POST A9k NET Ci I.o m HARD SURFACE PLAY COURT SECTION "9k p 04 YN E �w•SIED SAxO� — TYPICAL DETENTION BASIN SECTION _ N.T.S. SPOT uFLDm PAYING CANT I� $ E P.Pi E - ._ .I• I FC AY UAu I I I xI 7 J vA Ho01( M VA Ox POlT _ 4RfT� 1]I xlbpi A>STOxE t O 36r1m GALvwT W SAENET OI UP511>EAEI Q EII0SER1 CW1R0.51011E HA NOOK, CUT w FACE O NMf � UIGBlIRIICTm AMA E I. ALL YFASUREY m rw C Ri YMNwG$ aa R •RE ro 0UT90E a tRE E T R FOREBAY DAM SECTION N.T.S. z ALL W s S Aa m SOnn wqC 3 n CALVAN3m NPE _ VOLLEYBALL COURT LAYOUT X "T = 2 zn Fwlslm x.T4 ;��ga � E duSKO RROCK�r GRADE V S� y i .06 11YBER— rRG1ED I SAN IARD T =SUIRACE O PI^ CONOiEtE BL00m1G � � / 91• „ / 13.3M }[ tpq E �9t!YN. TRW mGE Oi '� ROAOwwT 5N01RDE1f CR A•�YY_F•a�'•G. 0, _F!n'1?^�i�.: TW. tts IN1uPER 610 IYL FRW SOEF'ALN •6 / m�` , ChwECiION CPVACIF]) •D s'•. FA G ROAD 6!IgSE WRETS �� a •`... - �p�t R vµVE SUBQtAOE •D ti E WTR'C'tRdACXAT vµYE •D w(•. 91 /� m Yew. O T HYINANi Cb�Q1ElE d' ^O 3 .. .r••• U> BLNr 762 FOOnxG .• .G R E IFAYE NYDRANi f •d /\ p1•IN OPEN *AA WDDIA, y mSIG R. EYNWsofE.' P.' i V)' .5> VOLLEYBALL POST FOUNDATION_ 153 Yw AND PAVEMENT SECTION 'COSTw IxJ / M. P TT- R1HOROlgIY C PACT 1 x.i.5. J W Y 2 a FIRE HYDRANT ;� Rlw i Pt•H $ a F( NI v0-i d C N.T.4 BENDS j TEEs ✓. — caYPAcn:o� o Q N �oouaE 65 SUBGRAOE C"T PU! COHptETE ; W a / 'y $•YES'.C01R1ECMN CWRT PAVESIENi _ FIw4rtD WAGE ELTY (W 1SOE) $ E ZZG V_I O Ipl HOLE: '. 200 uw. m a5' •'•a• •'D ' COIgtETE �IW et 3 R W VT - : FGonHL C cnp SI••LLYE / v. I'A fA•KL m AS>uw. ] i 0n y 3 w 1 wc1 IR . CLASS 52 Bm E G. Y (� - — J p MTH uECHµRGµ JOw3 600 DIA. CONC. CO I .• D• a J0S W B AHD RETAWEII 0.NN4 6ECTKN x-i PLAN d:EIEVARGH o '°I ENO UK L = DUCTIIE WGN PIPE OEHOs Y 1EES PLUGS I 44T •— I V Cb+C. IINIIST BLOCK YI d• a "' fy F 3 m m t�.eENDs I/a ap+os I�t6 eENos TEES FEucs l { ' e' : Q SZE • B A B A B • S ,C 0 xOtE: ® m 150 iW 250 325 350 ISO 200 250 3001250 530 SEE SPECIi1CAnONS 600 NONE , 300 S50 330 S00 JJO i 300 250 JSOI iO013001 235 FOR CAAL. SDnm WE SOUO AU CWRT ELwESNT A(RMx SILL BE P-630 BALL DwP VµVE sc� 3 0.3 LLBIC uEiUS `�C�INGN OiPE BASKETBALL COAL POST FOUNDATION -9.-.b ' wAva -BASKETBALL COURT LAYOUT n62470-94-8-.b7 N.T.S. �n,u FIRE DEPARTMENT CONNECTION THRUST BLOCKS N'T.S A N.TS. N.T.], 'm c—9 w : - 12 11 10 9 8 7 6 5 4 3 i 2 I 1 I""I 20.1 1220 203 203 FRAME a COMER M ACQOpA NTH RN41la WADC iEDCRK SPECNKAIKN RR-i-621 CCMIiMC11OH __ rROCROH RG A SZE 22A FOR FRAME J T JONT FIG HA, 42E 22A FOR CDVW A A 615 CHEAT NLfRT p3. (rYP. ALL WALL$) n Q T YN My6M THR IvoOAT 610 aTrER aT1TT ER IFROAT w11ER aTTFA A a 151 % 101 IQT(iYP.) 0 RFAM4RON BOmMHc TRANSTION MAR [ ¢ ,G 610 SAME SlAR MROAT CPQwHO / 8 20011iFR( W arTVH N.rnr wTrw Nwtr 3 COIILREiE I I SECtIW a-e ROW 111C T A-P. b CE BRICK OR CCNCRRE MA O PLAN Rp1NDfD fNTNANCL N RE-BAR AT R ROaMm FNIRANCE A.)q6 ]Ga OC Sa R. Mo. �C 200 1.220 m 200 ----- I,JO m I.0 m � a]� 2 VPC M[T OtONM AND wT1ET CMOFEM TO aE SAYE EIEVA MUWT ELEVATION O!MET 5 A.A16 I I I I I r ROM SECl10N A_A MVWT ElEVAIIOM tY wttEr PIPE YHFR HALL f MV. EIEV. Qi TOP ELEVATION OTETH HOW _ A.A16 100 GICN BA4N FRAME AHD CV WI A.$% WAFR wAJTV�. - K al QXV. TO M Rma ANO wT1Oi /r NNSNED WADE E , E Y ---- ROPE}1 P.P.E. _ A.1A I I E .4 Ill3 -36 A.IAO• i I \AY w. 203 _ AJn aflgl -MANHOLE ST AT AX 3-N T69 1W u FMAi OC 1065 \ N AT SM do Tab N CL -BMIX W CONCitETE WALLS 1 I - ,/� / / / C ACHED eAclot} 1W . $j �- uy sraM 3 F W. AAT 300 O.C. C., 0 AT SOS OCOC Ea AA SECTION B-B\QCL OR COAC FnE PA.SOA EAOH TAT, I SEC1101H C-C S§ >f E WMEN CATCH BASIN (C.B.) - 25 T MORTAR EA.. EACE(TON.) O Q9 E N. HNSN T.z M WTTEN SECTION A-A T yg I .eo F6PE AMo � CURB INLET (C.I.) 122o mm THROAT DISCHARGE STRUC',URE DETAIL E z R.T.S ORAMACE ST.S. f6 4 E All N.TS. S Or ENO ON iTUYE!CV WI M ACCWOANCE 'MiX N=IBTE200n CTIONS NYE BRANCH I i _ NMI9HE0 WADE-- /�R]JERK•9FCEIGRON WR -621 OUTLET END SECTORS 1 •; RG 6.92E 22A FW FRAME \ ilO. la 4ZE 23A FW COVFA A A �SwAK Fw1MO WAY BE D, •F'M��;; USED K DESRED � O.HOn 2:•}/y'�•`_ D 0 _ 4,., •J 25 W T 4WE-1}A PER FOOT cy w YOf ,1. OIA. o.1om 3 W OOHOtEw COLLAR $ SSS `(((jj W 610 SaARE BENOH / WT EPL wTTEIt 10 m zao BwR1 W i Oar WE La WTTO w cwHrrtcnoN RtLY CONRHEIE PLAN BDEDOHO /--ROJNDED ENTRANCE BM W STEEL FABNC MN PLANL i B 25.4 WORT � OAENLOW C Y Q' FOR} tm Y.X. PROWOE Q O -- FRAME WAINO 12.7 TNC% PM MHG ON MATCH RN9HE0 Vi Q BRIDE COHSTWCTOH g NM91ED WApE ' ONADE RELOVA&E GI. O 0 J Cam,,(, zw Ws W CONCRETE �PLUD W 4° 1.2ri OA FOOL D�THS 3 rALLS r0 BE J TH 0 FOR U r PORTgN BELON 3.6OM DEPTH 100 A :1 AND WEATEA 1 V7 O CATCH DASH H (2) N BARS 2� _ GTCN BA4N Cpli.. I ro N1. Om COFOW BACNRl. I J ]a YM. OEM D I C 911XOER 1.S2Y 1p�NWli MANHOLE SrE95 AT AC6 YA%OC BED RAONC P I`- 1 0.6On FmM. q 2 COII < W .. CONCRETE FAST RON_� u N O° °° p 0 ° p.°. p ° .O•'° ��CnOH A-AA-A FRONT ELEVATON CROW W MEr y TO OF BENW AT W0•NM OF wL wE� ( /'NSENFR E ? O •o o• e •• a 'e . END SECTION OMEN4ONS TD BE SAME OUTLET S 102� RwNDED FXIRANCE U BE1N _� J p o ° o• a °°•o o p °' a o• MA, A a C D E ELE'ATN%H ROr --a ROW CONWETE- �� o.3Om 6 a = B .°• p ° e °Vo 'o °' ° .'c 610 211 1 W2 762 Lau 1219 1 25.A CEMENT. 305(MM.) _ _ 229 osom� ,p3 g � U MNONavOH W TTTiER w+r Euv cF uANHgEE 1s S 7 m m MKAT E OF wRET ELEVATON } j CONOHETE FOOnNG P AT 305 O.C. EW. N STONE SECOON ]6 Fan. REM CLEANOUT NONE MODIFIED CATCH BASIN (C.B.) FLARED END SECTION MANHOLE a]OT WO CaHWETE PIPE ,v W,WALE SiRUCNRE 11 N.T.S. N.TS. N.T.S. M62470-96-8-4307 A i o C-8 g ! 12 I 11 10 9 8 7 6 I 5 4 3 I 2 I 1 I i I I I i I I i a2sN YM. T—RTER WA E AFOOT 9S /S 150 Y 1>0- LJ W.ARSC Afi(PI[wrz rt9 x r2.V V[LOCO fl C%R1ND C' Ix11E IIBRK TCYPMwR1 CMwM14 ! i S Tl9 v ,AII,1EsLd� GNO�p ''• _L� RUI w r/ \ 500 IR11E KSN 1T5 CON01Erz TR TO EASnNG OR N[r $EpY[NT- \ .Y CU:AR OFL�ANOET IF•O[ AS NgC•rzD J: a {{ '.• - : A z °a•.°0 .' ems°,°a•e°'° suRrwCC As MpCAT[D a xo G d S TYPICAL SWALE SECTION ?1Sn YM. -PEAN Yp Ii N.T.S. INLET PROTECTION Cp1o"C1ED sx'�JtAOC (rae wrro Man ,W ra. Awxwrz BASE x.i.i . I/X'//i/: CONCRETE PAVEMENT SECTION — nT.S to EASING O1WM0 �fAARSE AOfAESG TC_ T RrzR 40M sEcneN T—":, 50 1mE aIVYP1oV5 auom wl. N v.MD.uws I f I I! I F R 4NCRErz 0.20N YM. M uwnvEp AREAS j STONE CONSTRUCTION ENTRANCE ; a E 18 B! 6 Poo IRFE AfR]I[wrz SASE C CE-6.06 R < 9 M.TS CWPAOTED sarcT I I E I BACUILL M IXMn a O ° . I . ° , . 0 ,° r O.D. r uYfFS — L R ]ay F --ATTACN RTCR FA 10 POST ° O O°•• ••p •°O CURB DETAIL o ° cRANUL•R Sr M.LS S CW gal 01mAC1FD SUB(i1ADE 45• ELAIRDarTIwBCD � 1 I • BITUMINOUS PAVEMENT SECTION x.TS 88 pppp E S ' { lig 50 N. 01UINWS S CONIC SIIRfACL Cd1A5E PIPE IMA YAAYUY ^H ISOYEIMC PANT EAroSED SURFw4 CWRSE T' Y EDGES r/TACX COAT sTEEI OR xOOD POST 1_ ' Ur CUT. T19. ,w TO Al 203 YT'. EYTETIO rABRIC i uN. aNCM - 1.6Y 7 INTO 1ACNCN / •; ,�+.-..^• .• D ;FLTER rABRIc— LME CURB AND GUTTER OETAIL 6to o mMT.SMPACT— I EXIST. p ACE wl ALL d `:. CAST. BASE/ / BASE M��wTE 1219 t to ft .0457 '5T O _ w tW CONCRErz COURSE YWYUY TTM O WDM m ' TAKE1 AT TOP Of PIPE �j4 �pq{ v _ a 1.a D05 1FENEN .TOS S I n a < a YIN MDM YN 56 g' z ix sEcnO AT BASE \ TG J Ld vRONDE YMIYVY MICNNCSS SHORN DR 0.9On YIN. M PAYED AREAS S TEMPORARY SEDIMENT FENCE (SF) L- cacAclEO atea.oc YATpI EASING, WN EVER IS MEATEk cl a YIN. M UNP.YED MEAS— Y CONCRETE WALK Q C SFM 6.62 BITUMINOUS PAVEMENT PATCH 3 Zo � MT.& k INTERFACE DETAIL cwP•cTED s C;T I(A Q N.T.S LAYERS M 150mm 60U NM. O J 9IIO µ NOTE: Y O.D. . r r V) O IAOWEM STANC I`ITO "OE CONTROL J AND 12.°m EWAL _ wTCX BASH TO YDM Of $I,OF O 1PT EAPANSION COMPACTED R J . M EVERY tEC d' ANOA T RUN, AT CHANGE$IN AND E N NC AG11M5T Au GRIJIULM O a < w CONC COLIAR NOTEDsmcTUREsOTHE AND CtasnMG CPNTErz.Uxa55 FiLL� \ m NOTED OMERWSC. xCPC DI RAICATCD ME VAR25 f•CE O BUEMMG 6 d•CIIIG PLAN SEC PLAN yl 50 x 1w CO mnDM d xroC AS INOGATED fSOO WALK UNMSIURBED ; W t— LfAIBCR �MA ED � EARN a gd x 51 a NOR: i m m ;I I ' PRONOC BiD0111G IN •CCRDANCE Q j O SCDIYENT FEN4 T I 1W PCPfORAIED •:I. , MM ME S EEITICAT= KE R TO SEDIUENT FENCE DETAIL Sf-6 62 =P-- ! C. STONE MM '^TY PIPE TRENCH DETAIL `"`° RWNDED E045� / N.i.& FCR AinXG AND ANCHORING Cf $EMYENT FENCE i _ _ INLET PROTECTION fluni.. - 9•_ STONE TRENCH DETAIL T` frog wTCN BASIN) N.T.S. W21JO-S7-B-UOT A IP-6.51 TURNED-DOWN-EDGE SIDEWALK N.T.S. N.T.S v W aC-7 ` I �I 12 11 10 9 8 I 7 6 I 5 4 3 2 1 ¢ ! mIlE11 1iL 01OI I♦Q .^� f 10 c u ® SLY. flK ELEv 9.er4 mAy Ovi aN ou 9 n ° o:GIRT ri-ID I 1 W 1; et. r W• W I q•Q 0101 lf!/op ,) T$ W I +1 to . d W 1 ® SM. R E V. 9.249 e (aorrz a 9p'BIXpI d3 d3 a?.^^. d3 d3 d3 ew.c OLYAi1011� } _�L,� }9`a61h` b19` )Yb� (w) 9000 PoS)5`yIt } 16 R B24 Y)9 re"ES •1h y9'�1 E UG rEi_ /ROE 1j I Y sm.. SpB r E. a S L � .� b yh gbb�r T• \ } (LIP/ SIB"ES Wv__ _ �, q IEL PfO. •,r`giLb`9— , t "'L6i- ITT-19 �0.8. ,�Lt y0 _ '�1� N` Y�j-Yg9q ya 4 _�. E qS 6. 0. 46 i0_e. —_—q \0 —ham }16- - 1 .ae. b al F tr i ,g T Y to Y Y 4 `4 } Y J •> \Ih' ,.p � � I"` E UG /Fl. 15 19` 11J ,16t 1ql 'L9 b O' 99 I\t 9 �' ,� 6 q1 0e "OP ,a I�' \� T' V Wt104 4 1� T yS W \\\I 4 Y. 1hIY SIMGCI 1hq 1M1i f U4 IEL 1; �v q11 OAIOeq tp� 6`i•ht1M STREET it it I �O 1 6 b 6 ♦ )y E 1 fi Y 7 ypti O'II II _h' u 1qb --- - _♦_e W__IH_oEIGS_____�SQ7Ob eh__� -__- 0�0.-�R) --= I� µµIIIaµIIIII i9�19�L 91)•.9.�t`T�h b9-gNO ILIIlIIlI I d IC..ee.BL1Sl l"(CNN)-A Na Gua r fEl'/CEG CB.•.T ------------ EpBE Pitt I 1911 1v I57 - `01) 57W)- 0 3NV 13YS)- W7 4 t[0 , it AGAu oe aASKEnL II W V. n it _Cr 1C l�e �/ lw II O ♦` 1C Sa55 1)1) E � I .III I „I' 13 1 I G� � X � i 6 _ S e•A ro 6010 ; � I� I I I I �I i e.ui 1 \I ql1 '9t, iyP II 4i `q1 E. GB. b' Y fi v I I OLU b t1 61 1 STm I� I I I 9 IICONC i Nv. IS"(N)- apJO 3 lu" I II 9h NV 15(S)- 4.042 Y Y E - =�91IO,m �� II mu 4752 G lull i - a.2pJ IS"(S)- a.20J ' b)tT b1� 9y �. q6h 6q • I _ WY 01 v 1C 1 „TI 9 'q9—Ir I T� 10 OEfwM BA91p(m.) �7��____ BI 11 4� l g9ga II-1 • 01 0 3 S J AI A4' le I 1 1 � II • ) ~ II 6 0q II 4 4 t`.i 1 1 S lO r-1 1 II 1 IICCY/C.I• ay Lpp 1 Y° I y6 I 1 I 1 I I II 1 E C B. II I I I II II I NV. 13%N)-S a,r33 •'•••-• •• hO \9 M1\0 I 1 ille OI IC SDN 1e61 I �,-� I I II �n 11 �'••• by )�1 fi� b 6 q)` 1 I i ♦ 1 II WII V. r5'(51- 4.raa _ �� _ _ ♦ I II bh ;II 6 hh,T 4 1C&00Nr �b1f a ) ti_ D I } 1 15Qa >AO I I 6 b 0 _.1"• 411.130 1 I 11- ti II I 19 S`r W llw iJ. . I 1 1 1 I 11 1 KW II 4i COVG. bh P �0 O F - iC SAe I I I I CY It F- II i W RPp �4 �,I.{ fiht bjr 9F 0� ^^ II 01)m 1 I F - SL11 1C SEO] I I I 6 1 M1\1 f. CB NUC.3 52J Ip m '6 py II Y 0° U t h Riu - a5/B Y h)4 �a6' eT ro SaK 1 I 1 II . I I' NV IS IN)- 19J1 NV IS"(5)- !.l•JI y N h b- ht4 II iy h I wit O .ID SD10 O i I I) Nv m"(5/- a.OJ; O b 6� -E. $.aN Ib II b ib I I I I 1 't1 II 1` •ib NV. 1sys)- a,a]2 2 Ix 4 y 1C 1010 1 1 I II I.b 0 II 'I co11 ♦ °6 fo`4f Jr I 1 I N M1b t 1) b a'EW ro SN) 01 LlOci I I I 11 N II IOi Q fi 94o rQVC. cR .a �$Y$ II I° 1 Z W I 6 f 16� • 1 h�. m I _-- 01 ro15 I I I I �� WI I' NOTE,, rniCY p6 >d' i� ,j9 fl : i Oi I E"-J I I 1 n eht ,_ ii hI s¢san o-s eae o 0 �a 6�6• l6 6 li N h T I �'/ �I I 1e I I II i 11�I elOsl YIEA 504DU1E W C] 0 q. II y t1 I I`♦ DEFER ro �- J G II 49 •101 II U (n Q E. $PN. 4 �I m Y 1 --901IR�11 11Gp1 ,1^7' F nil II J `Z Z U a]. ;. �I u u I I ` l''I Z cac. _ • ' II OI I ' m II .9,` 1EL REp W N W I fl 1 •�ayq 1 ILI" II I 1 ii h (21 x 00 BCLLPRO S jj ixI- CJ o 6°tl .h9 Ih" a'',4fl S"SSW I uif stl4 I 1 • • \ �i 11\1 I�•,1M1 ,1l IJ _j N j [� �. r �( 1 ♦ •eo YgL[YRAIL I II o� I m11 ! b E Cl] U 1=Csoe ut13 - - - - 1 i II - - m 1 \\\VIVIVI II Tp E. c B a i IS"E. Sax. 1)50 J5 £ PN _ �_I_I__ - _ II_ 9 15-E. iPN Riu - 4.52] E iPN SGN. Yw _ + ) 5 E. :AN- - �I 11 I /NV 151'N I• )eO5 • - • m -5 - - - - - -- 1)�,C390J v. 12($)- !a6 f PN. B UrvO Nv 137w1>.J280 - '9'll 11 i BELT 4 O ro 1-ql� / II ab s' i Ilp / S.EI • :IOa p,e.a P-aSIJ NV SI£)- lJBB 1 hb h 1t 1 � 1S�e.0_1_0, (T II \b qll 1r i:N /aBarvO J022 ;Nv. IOTW)- 1)p5 '• h h� 1 h` 16 ]` SMi/ SaW\ PAO1EC110N 11 \I .�� WII 0)M1I R1N - SIBe sc -94-• 4 h / (T)P') �� il• III mll �+ I INV G NLNI ar11IOfM, A. J� _ GRAPHIC SCALE xvn�.ALro. ns`•%9i-e-a7m I 5 0 5 Ip IS ]0 2] 5P1 +a MATCH 4NE SHEET C-5 � I � MATCH LINE SHEET C-6 Q u r:e� yt0t MTECIg1 { ul q.) It0h II 01 5 t) / j0) ty IT�J a Q I9 O of ✓ II y' 1J Q ol ® II18"ES -- >0 y)q I1 _ ___________rB"E" _ &v E CB. E C.B. E. CB b� 6f h _ . 914 - 1575 wv - ISIS wru 5JB9 I> — t1 >' ... x 0' I 11 . .0 1 wv f8yS)- 1811 wv IB"(w)- J791 480� �b-I 6 1 1 ^ to wv rb-(5)- 1B1I we IB'(E)- J]91 wv, rB75)- 4Br0 b I h tt yb 1 SSa0 �. 1 II E.S 1 - > eal�� y¢e M`Y`rh �V >je >t) •y yb. 'r�ti� h))I y✓ h�q yP > ' >�1 nb 01h• 4)1Dth STREEThae`h06 III 00) E•ON Uul� •yeh> y90 )90 T)SO W14 Di 1h 01h n SOi ' •' Ia Dth $TREE�g1)'Ip01 Blholl I I�bt ee LI .T Ily h ' h > CRMn0 h > 0 B a Iola ti u h — 0) — _.-1 — _ 'e a1 �. v .� C t !r 1 /O.B_ > .h-` y I.O.B. — 91 .. ql Tf 1 � _ E C.B. G CB. II - 4 18"Es.. > _ I— _ _ —I.� 0�- _ Rlu- ..M w¢ N" E.S. F - 9 1 /bar - �.J4 11 1� 1i) oar. . . _ LO.H. � — 'J"'I . �0a 0q ;y .el .6 I I wV. JW- _ Ily 6"E.w (1,) wv II�� y. > y y 4 h' `/ .. UII NII w¢ 187(5)- JBB� wv. X-(E)- J.001 y 's� wv. u: - wv 187W)- 1119 II II - W -FTT 2 M1 2 O W f V d�g� F■ E v -15 '27 { e ! w ¢( )- ..9)S rwl. 67511- .B0' y y •� I I f i b 575J- v, Or IIN y wv. a a gx�g - aa P STORM SEVIER SCHEDULE P c STRUCTURE DATA PIPE /DATA .......9Y•. SJOo Il Filli - 1=4((nn)) / SW \ "W W. JOar-n(E)- 1&412031 O-C)9a - J15n.n S •a5oi J;. •yl V..,•.� _ u U / 300. (wl • Can 13 m - SevO Qi -C3')xir - sea.w z .9.mc nr.399mm M)- CM nK ISOn.n (r Slaa 1 1 Q C8 •3 Smm lso-aK] QS _O {IA1 - IHpl.n i o o I J m - 1{9a Qa -C) 19AI- 300—S. nJ9ec O O lIN $I 0.1M �I I it 1l}f I . IJ � 10.]0(�1��q O-C')9. _ JOann 1 .aJR m c I Q ICI . SJI{ nr:.3 S fain: C3C31�Syqg v -Ir.svo�.n . 4611 9n. 3)S1-n(1IcQ)- uls a {] ce It MY. 41ann(n)- 4!W 1{ YOOim C8 W "71 10 -C)um - J9J i •aaas H \ \ ° n -U Ism- JOo1.n i •0.J03 z G w 1] -(Ev 2kW- Ab..n S •a10>< O C0 W. 300m11 a)- {A1) tJ - 15 24PI - J17mn 1 • M.JnI-n SIQ- 43a1 p G km 411112 1{ -C) ma11-]Oawn z.abR w O ■ — i ' — lF) to C8 Is - l9 mm- {.Avn z .ola� F y O O li. aaJ9 M. u1ol.� 40S la - 19 aw -Warn S •f.- x W. IJ Z n wt)!M nO rn n. awe S) 0aa W. 4110 a• n(s�.r. ] ((1� C{a1 m.Warn( . 1111111 @- 19 W.OI -{Sown i•aJ{; < y) _ 4{al Q19 ELx 19 -CI 11611 - � i. a C8 nr.aao-�.- San W a ADDITIVE BID ITEM NO.1 SCI E- 1:300 wv: .`wmmi 1E1 -4 m la (Sff aEr' Iv C9._ CM W. < 4 ) {.1.Y.1 v . {3 On( - .3✓ Mr. �Sann (S)- 4135 575 10 Ca wrv. L( pY-1{W wv. (5) - 812 ✓ IS' 1) _ w 18"(5) - .)J811 ® m v W. 4Klwn(II)- SaII G M1AM aM/VfIK i6 tR GRAPHIC SCALE IIpOIIK lww �m Naia0-W-8�.TO7 _ 0 �e r S 5 10 I5 1 2 1 1 10 dl IVf IVY) yv' y; y• W• W• ` W• Y a3 ♦0 1h♦ b�♦' Y))8 _ 1B'ES Rq tr �tih y9tr�b ,y /'E. UG pi 6"Ew. rrB"ES wv__ �— p♦9 p19 d11 �� RL wEa. ♦ vM1v ♦9 / ♦__ T\ 9 fit�L}t Lo_B. �r .. _'L.1♦___ fi ♦tryp9—y tr__ a._ T! —tr r_T-try yEt-ap) •-� yl �. -1' �ag_ ta&_ —6'— ;Y Y— — — -� R♦ }sss _-i6'E.i \ N yr M1h ih —}�11 1`9 ti 1 fit 0 ba — yM1t ♦ ♦ h }d' I I ' Ilg' T }0♦_ _IIyp1)1 F tr u b b } tr 69 b y9 ,}} R } ,y } ♦`} }♦ 8 G E. Ua lf2. 1111q♦ 1y .Ifit ,I9' 19♦ tr 0' 99 ♦t 9" 9g106 t1 9' }�)♦) LWnvEi 1 9 d'111` fi 'tr %.I $TR—y. y b b Y Y } Y Y T } }'v ti ti 1t, CL, M1y9 11a E m TFi 1; �1 ,u gM11 tbo 6. ht19th STREET Y g' Id+bu °' _•I' I }dP 1 tr b b 4 b tr R R R } ♦fi (� b`fi♦ b 11 t II i%L `Od55� ;I i .M1 _____ Duos r5_E.S.__ _ -_-_ N 1 Yv9�0 EGB. -___ _.6. U ,,p AM _ ------------- -� Rru - �6J3 E GB. .. BOOM / _-- ❑ . 91 mu . .Tl� b' - .. E LW. [N'E - I - v. w wv. r5'(N)- t031 ulv. O'(NJ� 4n. lEL. of0. . t - E. 62f'S tM1t r S 1♦ •._ rNV. )57S). 4021 wv 15"(5)- aW7 1 t q y 6' Y Y II a?�' v4S . II wv. r57q. J.oli 61M1 16• 1� 16t tr y Ov♦ Yt♦M1 !! BASKS B I II - i h) II I I I I I J I F ,fi 1wv i tOq ry •• �, J tlpiO1 SBr II mil6'ro(N wuv tour RNCF a i 41i (M) 1 I W _11 'i q I _ E II ' fi fit 1 ♦ /� "C"C / 9� qt1 bQ II u I ♦1t E C.B. b 1 q♦ 01 pv y .. v, II } Ben . 16e5 / IILPxC.I. rxv 1571). 1a)0♦11 bt .p 11 .19h )xv 5(S)- 1012 = I I C C.B. t p�p9 I g MV 1J(')- 1.20J �I II INV s(S)- 1.20J q9 11 � TaE ENO �Y4• Y � �/ y � I - - � I I a01 II ) .q wv. . 1181 09q �9) I�r9♦5 I '� // .�"` �z I r�1 I II I .q ��LCwC I� 3 €t@p � fi. gfiq II h. I/ fitt 1 ; / ,•u P I I I 1 I I II � I S Y S t gmCB.16B3 e 15"(x)- 1.155 •••ta+••,,, rNv 675). 1.116 d t9O•w•ZOr p/1NRRT(ilOtSt ) )♦q tr1♦ H r ♦ II '"II ISoww;Y. �/pGt " �)t bar _,a�` II b9 � �/ / �L' I I II bh _II I I•rn 0 t3o•w•i 1'Awn lII Y/111BIBI BD�t 11)) °aY. Y' � °� III . 1 � ]`-" I�'a FO 9� II t4 I ,Soon It IS TM S,ELK a0t F Ld1f o �. w y 5wA m «. � .' 11 v Y~ 6 V S ,Sown TiKGYq vr.tK. am6> I I .p96 // / / NY. . u.IMp I I Ir ' I ) _. D I ,Soren 11p11••• 1¢ 11/TWSf a0ot ° f y,F 11`+ RggYip ti:•�* II W I II�' TL• ry G.,•• ,(OOnw•i O RDIXDI v i ♦cF I 16W - ISon•• I 1 I I Iln II po•.n RY. w/pelt ?.�M1 �0 vF BME I.a: pawn q BDO Y/iNRIST 0.00t fiq b ♦ •h I30••w t11Y. E• W LfMC. fir: �/ a t I I I I II II ♦M1 E ca. 4 m i i 9 S/N. Ipl C. CB. _ h h1 W ,c oL - I I I I 1u( ;vb U 11 h1 FM . 1578 IV - 1.S�J q n`P '1"F Y' 4'b YF II h0y / / 31 MY. 15Gw lMp - % / / �/ I I 1 I II II.. rNV. IS-(N)- 1971 wv 1B7S)- 1017 y O (/1 YIY. IWwn. 4 /v • b l rxv r3"s). 1.001 2 d' fi fi� fi £. SAN. b)b `1 ,F II hfil ythh ' a. 1 1 I 1 II a0t♦ aev II 'I ( W N 7 co ofi♦� F "' F I _ � // I i i I ii N II I ] M1b bM1 / i 2 E.W. / �, l 41 a. 11 II IXwL ♦f h a w /F1 K y''� / I I II ICI II i = 11 e] /°/ S:pi I j L_J I I ii W t F b,♦b fi? b" �1 w }t }t M I- .:.. I ,A I I uY 11 . IUI I U LO O op fi♦0 Yq� II a I t10 200 W U / ' `- — - J „�� Cbgl vfi II I Z E sew. Et E $IN Ic—- II tfi 1(113 a F. SJ 2. j I II W N C chess h`'' vl x: �- / n - o m 4 / W o II I • I I� L / - - 1 II WI ,qa II yI}1♦h l I'Oro BIX1nR0 i Cr J. 1 .hq' 'I hfiv h1v1161 m B I WIq B NOTE. 'a ' %II r5'E Sex. «' 5"E/S f _ _ _ _ _ — —II Mu rxv. 1e"(s)- Jee2 _ wrYS.N6O90 Nius�.}56b % ._ //, /� / / II 69 ;•) )v 11 I wv 97N). JJU e - wv r275)- J M1 wV 4 (E)- JI60 t /� t E s,' vrr. (1BANO1 072 •1 wv 157E1- JJ6B Inv. 157w). JZ&) y9all qq p? h'1' t / //'�/ II a�fi "II Oh ' rV 5ree wv rs prp JO�I �e - ♦-♦ rxv r07w)- J.205 W.20o•w• ) - J.2[q i h' h� b'b lyt♦ / ♦ III qil h' rxu G rll.Yl pYN„II. R 1 I F)1O4A-SlNK1VtLM M62a�O9�8-1]07 It GRAPHIC SCALE palpnx•`�1'e �°—�I— L / Ifi — — / i� — I ] 0 5 10 13 20 25 SfM '� s Q i o MATCH LINE SHEET C-3 150o C-4 jal I $i t n n R 7 F S 4 1 3 1 2 1 H MATCH LINE SHEET C-4 9� ) } I td hM1 ) A � d I Y Il re•ES COe. N'I}a }t I } }1 111 Oq Y9 I _ 6— — 19 ES } h__I$_F.S_-__ 91 PoL '(SA . '5)5 E CH 10`r— 16 I 1 bb � - Y II V. INV rB( -v N)- 1821 ur rB(N)- 1191 }b tM1 ° 40M1 V. rB"(S)- 4" V. rB"(C)- 1791 V. le'(N� -W. I — — } II t I 'IV. rB"(w). 1e11 i IN .V. rB(S)- 4810 II 18"ES }b ,A .1 b11 �9 ah N" I• SO O 011 ii �1 91M1 If 1a t5a af0}b }P}f' } }ft }1� }1� b } } } II } } } . 9 M1 h II t i! GI N �t''•�i }o�10th STREET}�C,`}bb`- I IAA' �E•a+. UNE •}b� }a`I° })qb}�"° •}M1b }oS' 10th STREET q• ` �� Y� 'ii I b �. b G W bcp I }61 }, IOB.- }`h — y0' —I.O.B._ — — 01 �a 4` II Ya ' _l0"E.S. _ W —Y 1 rB"ES E CH. } 1"- i }_ d� ♦ _ $ CO.B. J _-__=c____ =vy y �} 0�-__-_-_ mu - 4Ia0 aEa4JSr �e EIS //�) _ .h 4 mil' Yb' 'N \b1 I'1 1)SO INV. 1G0� 10 19 11"ES 4 II t� ��) O9 tp LO.B. — 18-} h h,� Y V0b Yq WII NII wv b"(S)-lbe� INV JO(E)- 1001 Ew (I) INV. W(w)- 1)19 0 TTT F W �.P �W I� F � i � y , N 1'� INV. 15}fM)- 1915 v a^ 0 m o p { INV 15"(S)- :au .V6"(9E)- 301 INV. 6"(Sw)- aJ22 h } a o �= �= mm W' E99T((� � p y �6 V. WI W.li WI W, W, lit 8 d 'a? iz a, a3 a? ai WR33 n3 3 B p d a W m _ cr c 5 Q a o C J O Q � W U ~ O J � W O W N } j cr } W Q p W B L Q 3mm I >a-05-91-4307 pp�1_9}1yEy� ro. N62a70-9�-B-�J07 � GRAPHIC SCALE N016W.lslanA A 5 0 5 10 IS 20 25 3W I:300 C-3 I 4 2 12 11 I 10 3 u Q y o n ^• • .Fj ® SM pPE E v 961s Zf WF IF OF• `+•� �• C M• y W 1 0•_ Q- 2, • • 9 i.9 W•. W W W y UL W Wa. W (HOIIGW 90'BCT.DI 1C JZl »'> d3 d3 d3., d3 C dz d3 d3 ytM1 ud33 �dE a3 q / (J/ N%ID POS>5 yt }'V'°0E.S y \9 9t b E uG IEt w/M1t'iE ) j } } SM SUP0.M1VI E1 y \h 6"Ew �b"ES Y• �-E. DH. SIL. ? (1w) 1e'E5. Ir ,EL Pm— J: PT_b\— t) ty �I;�— —y1�T�9 _�_ y^.�/�tocoe—�•➢,, 1i--- / e o�—Y� ,e�}��99 h"1 }�i B. t r- -.� a y� 6.'1� }°b . . Y _1 - —y1 6L - - _` }`/ •) } ..I.I _le_"_ES_ \ IEL PEA 1 1h ti' } 1M1 bM1 b1'� 9 ti0b�y-1 qt 01 'Ip b° 6 �h }1 ♦ \1 tl' I I Nor } 0 II p1 S E. UG IEl_ t5 M19\ t� tbt .I9° 19\ b 0!•9 qq \„t 61 tr tr y tr b b. b, y}`P.yg9y� y7 }e'" }.p' } ?} }�' GA9EL y\so ?\� bo' u I u }0) N� y4}'�' `4t)f $TfEEEI 1)q 111b E UG R2. fY • 911 OOIO1110M 1P� bb'ht19111 STREET '�}I, '41Y I I�� '„W I I ' tr\6 60 6` y01iCRAKL }� IO�K.11 0 III OCST.C8 I „ °9'f' II i S 14 MASS e I ' Ir CS )0� 1� ,.E 9t M d1h qp„ ,,0 Ibt o===c==e=====___- 3=E _ h' Is'ES }0.'b 4 11 I `r' r 11 q m E. GH 6" p' - y re"ES ( q0) 91 , . .651 _ E pI. UNf _ 6'_ I E W. W/E 9 ❑I 4 Nv. IS"M1� .OZ) E UG I t \ PIPE fN0 - - NV. IST51- ..OZ. IF2_ PED. qIi ?t q \ EEEC } I }h y` \t INv -SZ9. �Lro tl N �� N101O[ II .q t) t I r-+- -V. r3'(w)- 4ou -V 15(S1- .W] qt b� 09 tr I }h. 1 q• NJq•T GB.. II ♦ °9 II ) 6,1616b 1a M1bt r b .0' }t\1 - t�AIu BOOM y°b hJ° ))t }�Y� II .9y) II I I I I I 1 I I F b b I b' } I F 6'WOI OI.Nx l/NN fENf{ y I wv yt�1 y °• I� SZ67 I II „.ill tl 11 I I Y 4 � 11=. TOM (SPIKE) W II 1 • II ; I ap xNpw! ELEY. - 5.963 M. E BG I¢. 1 ^n I n h u n a/ 1 '>ti• 1 1 1 2 b� h6 1 qyp S I L};bh } h } y y II '.qy ICCwC l IxV IJTS)- 40.2 } ? CONC' 16t II I I £. GB. yl I h_69 Y„9b �9 Yje) y I Fii I II I I wv.. r5y5)- .ZOJ Z >?� E 411 II I hl ? y4 t� IIIdOK1 Y 76 })9 Y0 II °91 49q II \01 g \) 1•I ? .by '9 E SAN MN. (ABANB.)!9 .YGB_10 •0111 ••q) II } •5 tr0 9e9 It Y4 Y9 ptt 1 I Y Y\ y)9 wv -S.OZ9 0-9 IUI I I'CCWG 3 i E CM (EYPrv) 9 )) 11 11 1 m E ca. { { tl II // q hbb wV - JB60 0 ; I yp h: 9 \0 \}) II ( F II I -V. IS"(N)- 1.155 tr bIF )t b, , F j II b4 0 I °h } t b)) 1° ) CM'G D ms /�+ 01 II -II b 11 )9 •�________�} � •h. I IS A \ \ _11 �.....- Yi 'y W-6 �'• II °9p °q° I,t9 tl �' _ b� �rlr �. b' II I }e Ep+G }b - }� •f I I ) Y 6 ;r'� MS ,9 II_F ° II� '�,<C..r..• `, D 'Y 11 W 11 WI � 2i�b 0 Y�• �cF W y KK Gx PAB 'Y• � 1/1 1t ) II 1) yyy8 bh0 6h19 h h4 e II e°) I •h9 h '1 9 .1� )6 ) I b N m b I' } Y I } M1O .). Y } r �6� y1 II 0 V t Y INv r5(N)g 39/I V) V 1 II° v U"(N)- ..rot IF h0° thh } 06 GB-6 °j1 II °et\ i°b II wv 1s(5)- aW2 w¢ 1e"(S)- .HJ] L 2 CE UA II t' II cr b1e bM1 CWf ? � cPASS � � II II _ W a C b 9°•Gbee a°\� h 2I u 11 lal 11 I 3 VO 5 I °b� Yt i I 11 W II I -1 [L b�b� 16'h b �n }t•yt9 NI T)9 .y� .}� h)b ?ti III` 11 °� •.° u11 W O IF .:'I °0UP I- p LA IF II Z W W — E. SAN I m fAASi 11 bib I i, `\\ m II 11 !cCNG < O P D W In CCNG BEBMS I II W II Y 1�) IKKV BQ Aw S 2 cr II I Of h1 I I I 4 W 0 t , II t 1 •(' Ili J p II }tt9 I 10) `_-' -}h y1 •h`1 t�I V1111 1• • = O If I hpb°e)Ito ______LH_-_J _Be°P'p_rE_N/_BU_R-IED_.C_W_fFE1E zo 5 it iI n , ! < II II It 6" V II I 7 i u m ca _ f I - _ } _ _ = /J E=AN. NY . .SIJ E JAN. _ 5 E SAN. ) rs"f_SAN _ _ _ FI Zl6 a E 5a E SAN. NN. jF - - 1)� -- - - - 0 II 9 ) )° II e 1B"(S1- JBB° B(xl- JJo Am 6090 NlN - j.560 . - - [) P b 9° °0 w e 1Nv lZ(SI- J.6. 6NV CS E)- JZ60 t ) II . °- 11°fi v 5(E)- J.1W a _ ( p h° t .0 } ,Y b o { QXVO'E) E SAN, uN (ABAN ,F v 5(wl= 5.012 - 5()- J_6e V. 15Yw)- SIBD Z. '. II a h- 1 t \q° Y' i, _h \1`• ) 11 I t6 nll tI N - Elnv INV D w). J v2 ? i W ) 1 ( BS i �.I h' I O W! G M1ArI BNtOfM. A.. p1p1EF)1-A.NlEltp.Lm. M62A20-9A-8-a307 I` _ II CRAPHIC SCALE NOBRK vuloreA o MATCH UNE SHEET C-1 b o a IB u Al v SaN +a -}b C-2 12 I 1 1 10 9 I 8 I 7 I 6 5 I 4 I 3 I 2 1 I S i Sd H MATCH UNE SHEET C-2 _ y —ill < ° IOlotc ai or ryah�e1. �yyI__re_E.S IY_yT�`L_S�___A_IOO_AIgI_OMOMC5 od 1�_t �6n\- lb5 Too. �IIIIlI EBa It-H 49JO l 1622 ERww vC.B. 4N)- {d 06\y\9 1M1h'\_ IiIIt I •}t° Ttyh }.)),}b� }.t}E } }f 0 ti }M1M1� } ° h I . 1797 M PAf_t_ 1812 'oh wv e7w- 59 01Y ays) vb"(E)- 1792 wv, Ia75)- 4a/0 wv. '(w)v raJ.B22 19 ES Z } Io •y IDIhSTREET1 Ofh STRE}T� ° '} Sn :f 491 �1cp OM1h�i 11 iht a cr e�p l _EnR71 .=01 CB 1 ES y l _ 14 EIS / 0 w� _ �..b1ae.� J _-__- -# h hM1 6�_______ Bry. .p0 E.Py.B.1J51 } I}6 (2) WV. II}t09 t� }°°� . ."hb_/.O.B. '6-})• }\h y� }� i 6406 h9\ III 4� 0 roll wv ra751- J6a{ wv "-(E)- 100{ _ 6"Ew. } wv. JO'(£)- J.001 _ y }� w.v. � II M1 WY P. W Illla � l� F 9AN4uN. wv 15(N)- 1915 wv. sys67w)- v. 6(S 4QAJ b i •r' m• m N w )- 4.r0r wV. 6"(5w)- 4J22 gr - nM1 a .y .I. oz a3 a3� u3 ilt ab �3 Uz3z u? E>! � 2 $9 LEGEND EM578yG (E) NEW EMS7m (I-) NEW SUR�E7 NOTES V ! 3 S spy TtP OF NRB w CdCREiE R fIEVAnw j 15"ES___ =t=ooc I EN(.a4Ei1 SUR:EYOM,LM. OAAM NOv. 29. 1995.wrH. 1:.. 6. h SNO 51ON(S) SEVER _ __ .._ _ \C b� � 3 ' 2 nPs 4MVEY 00E5 NOT°UMMTEE ME EASTDICE/11dE1121ENCE ....... yt uHOEnwaRD(UQ)ElECm (REC) E. ut. EIEc 92E. ME w LaG r UNBER "O VT nM UT1um5 b�''•, f SROT ELEVATION h.° - SNOMI ME eASEu w ABHYE(Rg111H unutt STRUCRIaEs(.... •- �� VALVES. IIANHBLES. ETC..) ANa AVAILArlE UM) YAPS. LEE UNLEROMMI TE1FHIdE E Ua /EL COHIIiACTON SHALL ilF]D VERIFY IHE LOGnw 6 ALL UTE'n" 9NYNdIS PAVEYGt � (Ua) m) WAIFR(11.)YAM 6"EW 3. iFYPJRMY BwCroINM(iBY) R A w Utt PQE iS iY\. BIMiNO(&.Da) MMfJ.TEa d SNEET C-2 LIEU. - SM9a0 nU LIFTERS. E GIG BASH(Co.) ❑ E C.B. {. An ME 1H YETERS M0 REiUE 10 NAO 1979. BUSN O NNwETE (cwc) EtEMouT(M.) c•a . f O pp m Li cppPr CONCRETE PAVEYEFIi cEMe ctP+e vAEr(cU GENERAL EROSION AND SEDIMENT CONTROL l.OTES zz W a Aly,m®DI AID SEOBpIT ComaL YEASIIFQ SHALL COMOd f.. Z FIRE o Mn T(OUT.)C WCr .. M M/CLLMOWIIn a M Em AIIB SEOIESMT t TR y jr O tune .NB ctirTER PLAEn9EB N a YAIUAI Pue) n THE N WR Q �- O MTYDIT CE NATURAL P530UICE5 MD COYWJM OEKL'F T. O O O C OIrG/SIrALE CwlFl+IPIE . . . _ .. . _�_ ME HYORMT(FAJ � . I:N. � ul O 3 EGEI _•_—_ YMNCIE(FM.) O:IM O 0 DEMOLITION NOTES w z P r MBlcim+VALTE (o Lv.) _i ��-. N < m MSIOK EI�9TUYMOLFS PA%V"T,CONCRETE PALE T ZJ{ STpq IREIIG UWU POLE MAPMT e--... IUIL E N r01 UNl!"35 Wn01 D OM111DE. ` W O FARM me SLOPE(T.O.S) ____0 S .AIER VALK(w.V) :r.v. -� m RLPEA M 91[CE E-2 fOR EtLGIIR"AL ODQ1Td. W N O ®RE5E0tE E21519IC Glw BA91 a TE PROYOE SLID CORM yD ; ] z rOP Q<RANK (i.0.8.) _ I.O.& BCIIYNi LOGMI AWIST RY ro W1CN iRP31 OUpE 2 W O W CZ W W B MEE Powr a coNNErnw L•J � e � a PERMANENT PtOL E ATON (v P.E) OVERHEAD (d.) LME E. p+ f c >v GRAPH�B 1 OVERHEAD (w.) STEW (5TY.)llErE E—sue' .• a-9{-{3177 SAwrMr (SM.) SEMR _ 9_E ->aN _ 200..n M62470-9{-B-A..O` 7 GRAPHIC SCALE NawauL Y A v 5 0 5 10 15 m 25 JW sm P 1:.roo C— 72 -01 - MEE0 HELXXPTER LAN&NG ZONE it TACnM LANDING ZONE OWN M w FLAG amzwl' , la", 74, Eel 0 IN 1 10 RINI I Rim :1, 13 f �l':j,. ■� bibNORTH NEW � NMI I 'i �y �s