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SW8030704_APPROVED PLANS_20080619
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO DOC TYPE ❑ CURRENT PERMIT U APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION y DOC DATE Zoo S 0l9 1 c� YYYYMMDD EXISTING DITCH 30.00 ADD SECOND COARSE OF BRICK SLOP 35.09 1/4' PER EXISTING A5PHAL 34.46 FOOT 33.59 33.59 G m 33.19 5 ' BACK FILL, REDRESS AND STABILIZE EXISTING DITCH 32.79 TO TOP OF SECOND COARSE OF BRICK NOTE: A----......--- ....-- D SECTION "B" -"B" ` DITCH & WALL PROFILE EXISTING POND SIR J V Q Z Q r'NOO K J EXISTING SPILLWAY (SEE DETAIL) TOP OF SPILLWAY (5' WIDE) ELEV. - 31.7' WETLANDS NOT TO SCALE q SECTION "A" -"A" PARABOLIC CROWN SCALE 1" = 2' 6" WIDE LINE BACK FILL, REDRESS & STABILIZE DITCH BANK ADD SECOND COURSE OF BRICK EXISTING DIRT BANK 0.4'I 0. 6' STANDARD SOLID BRICK NOT TO SCALE EXISTING RIPRAP POND INLET (SEE DETAIL) EL. = 30.54' \EIR EL. 32.5' 108.0' - BOTTOM EL. 25.5' PIPE INV. EL. 30.4' d' ye' 4'x4' OUTLET STRUCTURE EXISTING (SEE DETAIL) TOP OF BERM EL. = 32.5 EXISTING ASPHALT SWALE EXISTING SOLID BRICK WALL NOT TO SCALE l'l'Ul'1�./11 F 0 /t 1 / 1Ad'_ 1 (1 l',EXISTING TREE LINE />'(%t `�'01 14' FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION OWNERS ALLIANCE U.S. PROPERTIES LLC c/o RICK BUMGARDNER P.O. BOX 1210 SNEADS FERRY, NORTH CAROLINA 28460 (910) 330-0789 STORM WATER PLAN ABBREVIATIONS TITLE SOURCE EL. ELEVATION D.B. 1951, P. 371 FES FLARED END SECTION INV. INVERT TAX PARCEL I.D. , RCP REINFORCED CONCRETE PIPE 767-9 8 STORM WATER LEGEND REFERENCE EXISTING PROPOSED D.B. 1818. P. 42 D.B. 1818, P. 430 - -7- - -7- CONTOUR INTERVAL D.B. 1836. P. 273 PLAN VIEW NON -GROOVED SPEED HUMP SCALE 1" = 5' NOW OR FORMERLY SUN SPOT REALTY D.B. 1818, P. 430 EXISTING EXISTING GREASE EXISTING METAL PIT 32.6 CLEARING LIMITS PROPANE TANK SHED S 7910'24" 72.00' 64.00' EXISTING DUMPSTER / \ 33.g V I� o (TYP.) \--- '-\ 33.7 1)1 S.0 \ 18.0' 3.4.0 m o (TYP.) Xo b (TYP.) o w/� Z�J UI 6 f O I � ZOl Ly z 22.00' I 22.00' 20.00' _x 18.0 O 18.0 SPOT ELEVATION RIPRAP 11. DRAINAGE ARROW 24" FLARED END SECTION -�� SILT FENCE i" WIDE LINE THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE "C" WHICH IS NOT A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. COMMUNITY PANEL NUMBER 370340 0468 D NOVEMBER 4. 1992 NOTE: ALL POINTS SHOWN ARE SET IRON RODS (SIR) UNLESS NOTED OTHERWISE. LEGEND SCM = SET CONCRETE MONUMENT (CONTROL CORNER) SCM = SET CONCRETE MONUMENT (CONTROL CORNER) SIR = SET IRON ROD SIP = SET IRON PIPE SMN = SET MAGNETIC NAIL (CONTROL CORNER) EIR = EXISTING IRON ROD (FOUND) ECM = EXISTING CONCRETE MONUMENT (FOUND) EPK = PARKER-KALON NAIL (FOUND) EIP = EXISTING IRON PIPE (FOUND) EMN = EXISTING MAGNETIC NAIL (FOUND) RrW = RIGHT-OF-WAY e = CENTERLINE MBL = MINIMUM BUILDING LINE N/F = NOW OR FORMERLY D.& U.E. = DRAINAGE & UTILITY EASEMENT 7'/:fir(,' / /#lC 11, 10, PROPOSED LANDSCAPE AREA 500.00' PROPOSED LANDSCAPE AREA CLEARING LIMITS 148.00' 2' SERItE WATER a a o yti 1h EXISTIN7 4" BRICK WALL '� 49.7' g,p• 1yy ?I . y, wpEXISTING 6.00 o AC UNITS �' �y / 15.0' 34.4w • / U I v a (TYP.) r10 33.9 33.6 z _ • w b C - I a EXISTING Lj " (TYP-) 11.s' 0 3600 Sq.Ft, 6 8 EXISTIN( ASPHALT ;/ yti' I r) 33.9 7 In EATERY Y 34.5 'v N oo i- r� pj IQ33.9 32.3 -32- - - - -NA -o a �- - - -32- - - - -' IZ EXISTING EXISTING & 0• 32.0 J * I 33.7 ASPHALT FINISHED FLOOR z (TvP.> 33.6 3 _ + 1 + 2s.1s' Moro^c ELEVATION = 37.88 _ �( O Z I 18.0 pAR/ryN OCE a I 0 18.0' h EXISTING w (TYP.) o c - N h ¢ y\yti� m ASPHALT � W l Z e w. - Z Z bN -0 I nBn i.^•r <N 18.0, 0 n 18.0' 18.0' GRASS AREA �' Nq (TYP.) ra o' TYP.) 33.8 � 0.0 �tr °W (TYP.) b 34.0 N z I o 3 .6 a l O I (TYP.) a o� 34.5 p • a 40.2' 8.0' _ w ry0A y v y I 5 ¢A I EX TING 4A C NC? WALK - ev 32.8 32.9 32.8 EXISTING ti`OASPHALT SWALE vti" ti hvp"/ o / N _ ho pp y yryXISTING ASPHALTS A A° -yN N yv yv yti^ EXISTING EN OF PIPE r _INV. 30.1' _ _ - - - - y- WALL o _ �N EXISTING A e" e`' W%FES `---------- _-ELEC.- -------- - - -3 -yy_ o SPHALT v SWAL v 3 , • Box 77�00_ -64�0' - - -32 - _ - - 72.00T Jai _ _ yy, 54.00' _ EXISTING 72 WOOD BULKHEAD SIR -- --SIR7 7 r,--�i- `�XI.SIL-D(T N�10'24" N--500.00_- - --_ - y� y=,�.�0" ------ ------ ,,_�ItJV 29 -- - CLEARING LIMITS LEARING LIMITS - - -CLEARING LIMITS END OF - - - - - - - - - - - - -- - _=_ - - - - /- DITCH EXISTING 60' WIDE ACCESS EASEMENT /;,: ,, ,(;/ ,,,, , B _ - - 33- _ 9 (UNDEVELOPED) EXISTING DITCH BACKFILL, REDRESS - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ & STABILIZE EXISTING 4-12" BRICK EXISTING DITCH Ul'' (u "l I'1 ('"l IIInI, h WALL (,' (SEE DETAIL) WALL TO BE !(;' l i'(,'i i'I rlI /' l'rl,ll' 1 MODIFIED TO A NOTE: 9 BRICK WALL l)/,'(1 , 41)n THE EXISTING ASPHALT DRIVE, AS SHOWN, WILL BE BY ADDING A I 't l,"' l 1'L /I'I/'/1, 1/' THE SOLE ACCESS TO N.C. HIGHWAY 210 FOR THIS TRACT SECOND COURSE OF BRICK PROPOSED 14'X, BACK FILL, REDRESS & STABILIZE NOW OR FORMERLY SPEED HUMP EXISTING DITCH TO TOP OF SECOND JENKINS (SEE DETAIL) COU.FSE W/ POSITIVE FLOW D.B. 1396, P. 42 TO THE NORTH GRAPHIC SCALE STORMWATER AND SEDIMENTATION & EROSION CONTROL (SEE DETAIL) 20 0 10 20 40 80 MANAGEMENT PLAN BY: ( IN FEET ) 1 inch = 20 ft. STORMWATER MODIFICATION FOR ALLIANCE CONSTRUCTION CORPORATION OF N.C. 1.377 ACRE TRACT a6``p0� STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA 5 �7l 06 N.C. HIGHWAY 210 0 1 O LIFT # STATION LS N TOTAL AREA = 59,982 Sq.Ft./1.377 ACRES TOTAL DISTURBED AREA = 73,548 Sq.Ft./1.688 ACRES C/L INTERSECTION OF .C.S.R. 1518-OLD FOLKSTONE ROAD I EMN & N.C. HIGHWAY 210 O n n; 1 I 3349 ROAD BORING I TAPPING/ SMNCONTROL SLEEVE GV CORNER 4, "I I b l I (IBM) SMN A � 28 I ELEV.= 33.75' p J lam) � Q 13 J V I .9 IQ 33.2 a 26.26' o a W O INN O 300 N e.o'oo 3 �Iz Q 33.2 (TYP.) X Q Ih N m 3 f0 X O� I� °y o� m p�p "C �I m ° �I `� II I Do N I N > Z Z N 20.0' X (_0 I w 33.2 (TYP.) m W w WD II' 1yorpa v C "i N I 3 PROPOSED '' �� z SPEED HUMP POWER ° POLE 30'. R. I w LN . 29_2' / SMN o XISTING ` __ CONT 2a.o 1 BRICK x \ WALL I Q 1 CORN I W 33.1 N 4 I `�h I l o EXISTING \A PHALT # I I x p N h Z _- ISTING .yN V I I z O 4" BRICK _yam `1 oy I I 0 WALL �33.3IIm CLEARING LIMITS \ I I 30' R. Elf tInPROVED NORTH CAROLINA ENVIRONMENTAL M1'"['^;.?:[.;",5":7 COMMISSION V:V;S ON OF FIAT ER QUALITY Da:e 6 - M - Za&l 5:.;mi.awr PN ermit a L 4 4V3V RO E E 33.86 rR DATE: SEPTEMBER 29, 2003 DRAWN BY: EPV I7 J IJEG�I. DESIGNED BY: KE11N p, 6U A REVISIONS: SPEED HUMP/MOD. WALL 05/20/08 FIELD BOOK: IND. , PAGE: 12 REVISIONS: FIELD VERIFICATION 04/10/08 CHECKED BY: REVISIONS: REAR PARKING 06/28/04 COMPUTER: CDRW\WS3\PROJ REVISIONS: SW NOTES/DETAILS 11/10/03 CORRECTIONS TO COMMENTS: 12/08/03 PROJECT NUMBER: 02-09-21 F ( L ( r C 6" CAP V 1" DRILLE ORCED PLASTIC 12" APART 1ANHOLE D PSI u ovo-ona� vi rvii lwiw NCDOT #57 STONE OUTLET MANHOLE DETAIL NOT TO SCALE 1/2"0 HOT DIPPED GALV. STEEL ROD i7 2 (TYPICAL 2) 1/4 1/4 BENT 4 OR BENT PL 4 3"x3"x1/4" (TYP. ALL SIDES OF MANHOLE) 4 2"x2"xi/4" FRAME 4"0/2"0 STUD ANCHOR (3 EA. WALL) 1/4" CLR EA SIDE 8" WALL 4"x4" MAXIMUM HOT DIPPED NOTE GALV. WIRE CLOTH 120 0 ALL METAL COMPONENTS OF RIM ANGLE &TRASH SCREEN SHALL BE HOT DIPPED GALV. STEEL DETAI 'j NOT TO SCALE 1� 3"x3"x1/4" (TYP. ALL SIDES OF MANHOLE) 4 2"x2"x1 FRAME BENT L` BENT PL 1/2" HOT DIPPED f�l GALV. STEEL ROD i� (TYPICAL 2) NOTE ALL METAL COMPONENTS OF RIM ANGLE & TRASH SCREEN SHALL BE HOT DIPPED GALV. STEEL TRASH SCREEN - PLAN VIEW NOT TO SCALE CHARLES F. RIGGS & ASSOCIATES, INC. LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS, LAND PLANNING & COMPUTER MAPPING 202 WARLICK STREET P.O. BOX 1570 3 JACKSONVILLE, N.C. 28541-1570 TELEPHONE: (910) 455-0877 > FACSIMILE:(910) 455-9033 E-MAIL: riggsland©bizec.rr.com 4"x4" MAXIMUM HOT DIPPED GILV. WIRE CLOTH 120 0 IITi .1A�1:73i�5�/_\���L\DIRil�9 4'x4' OUTLET STRUCTURE - HEIGHT OF SPILLWAY (SEE DETAIL) 3.6' - r> 23 i 1 STORMWATER AND SEDIMENTATION & EROSION CONTROL MANAGEMENT PLAN BY: KEITH P. BULLA, P.E. P.E. 10724 3202 BINFORD COURT WILMINGTON, N.C. 28405 TELEPHONE: (910) 791-4724 FACSIMILE: (910) 362-0024 PERMANENT POOL ELEVATION = 30.5' BOTTOM POOL ELEVATION = 25.5' TEMPORARY POOL ELEVATION = 31.7' C� 2: 1 OPEN CHANNEL TO STRUCTURE SEE POND PLAN PLANT SHELF WITH TYPHA spp. (CAT TAILS) PLANTING TO BE IN ACCORDANCE WITH NCDENR DWQ STORMWATER BEST MANAGEMENT PRACTICES MANUAL (LATEST EDITION) 7' TOP OF FOREBAY WALL = 29.5' 25.5' ELEV, 0 FOREBAY TOP OF BANK ELEVATION 2.4' 8' 8 8' 6' 3.6' 3'•��-f1 I PERMANENT POOL � LDETAIL) 25.5' O 0 o i4 0 a k2: STRUCTURE M} n z w BOTTOM ELEV. =25.5' 3:1 3:1 a� w 2.4 3.6' 6' 8' 25.5' W a- V o 10 PERMANE ri ri TEMPORARY POOL LIM 2:1 8' POOL POOL 1 2•,1 III1 i�-III- PLANT SHELF WITH TYPHA spp. (CAT TAILS) PLANTING TO BE IN ACCORDANCE WITH NCDENR DWQ STORMWATER BEST MANAGEMENT PRACTICES MANUAL (LATEST EDITION) _ FOREBAY SEPARATION TOP ELEV. = 29.5' BOTTOM 2:1 ELEV. 2:1 6:1 3:1 3:1 =25.5' 8' 8' 6' 3.6' 2.4 4' 5' I FOREBAY = 26' PERM. POOL = 96' ' TEMPORARY POOL LIMIT = 103.2' TOTAL = 108' POND PLAN NOT TO SCALE 6' TOP OF BERM CLASS A RIP RAP EL. 32.5' STONE EXTENDED 5' BASE OF PLANTING 29.0' SHELF ELEV. 29.5' EXPANSION JOINT t> INV. �FLOW 30.0' aO 4 $ > r( 29.0 SPREAOER 32.0 32.5 f2 30.5. 29.0 1 6 \\ NOTE 1. CONCRETE THICKNESS 4" TOP OF 2. REINFORCING 4"x4" WWF BERM 3. CONCRETE 3000 PSI ® 28 DAYS EL. 32.5' 5' PLAN -POND INLET NOT TO SCALE STORMWATER AND SEDIM'E_NTATION & EROSION CONTROL PLAN FOR EDGE OF PARKING W ALLIANCE CONSTRUCTION CORPORATION OF N.C. 1.377 ACRE TRACT STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA N.C. HIGHWAY 210 TABLE OF POND ELEVATIONS & DIMENSIONS BELOW PERMANENT POOL LOCATION ELEVATION (Ft) LENGTH (Ft) WIDTH (Ft) AREA (Ft2) FOREBAY 25.5 4 4 16 BOTTOM FOREBAY AT 29,5 20 20 400 BASE OF SHELF POND AT 25.5 43 4 172 BOTTOM POND AT 29.5 59 20 1180 BASE OF SHELF RECEIv Ad VE JAN 3 0 2004 DWQ PROd SWALE WITH RIPRAP DETAIL NOT TO SCALE .5PILLWAY DETAIL NOT TO SCALE ado OUTLET PROTECTIO SWALE DETAIL NOT TO SCALE La 12' SECTION A -A NOT TO SCALE WELL-DEFINED CHANNEL NOTES: 1. La IS THE LENGTH OF THE RIPRAP APRON. 2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6". 3. IN A WELL-DEFINED CHANNEL, EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. Oi. v +Awj >'5. W=Do+La { f: Id " Tfi 4F ,,^' 4 REVISIONS: SW NOTES/DETAILS 11/10/03 FINAL DRAINING - NOT RELEASED FOR CONSTRUCTION DATE: SEPTEMBER 29, 2003 Ir/ � DRAWN BY: E17WAkV J. k1f6E. DESIGNED BY: KEITH P.13UI A FIELD BOOK: IND. PAGE: 12 CHECKED BY: COMPUTER: CDRW\WS3\PROJ PROJECT NUMBER: 02-09-21 SIIEET 3 OF 4 NOSE;- BURLAP SHALL NOT BE USED. F c L 2' MINIMUM ( t i WOODEN POST. WELDED WIRE MESH FILTER FABRIC - COMPACTED SOIL — EROSION & SILTATION CONTROL FABRIC SOPS _. 1 4" u _ SECTION VIEW MINIMUM 2" x 2" x 48" WOODEN POSTS OR OTHER APPROVED MATERIAL WELDED WIRE MESH ' Ir/ —WIRE 6" BELOW GROUND C�Z•1!17S•71t�11•>�3�711! 6" WIRE 24" MIN, BELOW I EXTRA DEPTH REQUIRED GRND. I FOR NON —STABLE SOILS SEDIMENT FENCE DETAIL NOT TO SCALE 12 GAUGE 4'X4. OR 2'X4' WELDED WARE HOOKED ONTO PREFORMED CHANNELS ON METAL POSTS, OR FASTENED TO CEDAR OR WOOD POSTS WITH NO. B STAPLES. M?t4M $ � • .� / nD 0 � / / / / i / /�ii�- •� / / • MAXIMUM SEDWENT STORAGE LEVEL REMOVE / • SEDIMENT WHEN ASDRCTW BYCONRLEVEL VAnON iG j'' . INSPECTOR. / / / • ------- ULTRAVIOLET RESISTANT (BLACK) MIRIn FABRIC OR EQUIVALENT SECURED TD WIRE WITH METAL CUPS OR WIRE AT B' OFF / CENTER. 1.)n�11I13p �mnl��uiu��II11��qininI1 ( IIRIIaSINENI111 111H1$11 ', NTHI-- • J. ', - -] I111 N�II MINI III I 'MMMII .mill� Itl� I _ TRENCH. METAL, CEDAR OR eX4' TREATED WOOD POSTS AT iW OFF CENTER MAXIMUM- CEDAR AND WOOD POSTS SHOULD BE 3' DEEP MINIMUM. SEDIMENT FENCE DETAIL NOT TO SCALE )EN HOSE IRE ZS TREES UNDER 6' PREPARE WATERING DEPRESSON INSIDE EXCAVATED AREA. PLAN71NO SOIL MIXTURE NOT TO SCALE STAKE FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION TREES OVER 6' 9"min FILTER FABRIC A SECTION A —A •► 1 2ael■ 2ra 6:, EXISTING ROAD CONSTRUCTION ENTRANCE PROFILE NATURAL GROUND AT BANK. 1.5' MIN 20' RAD. TYP. 50' MIN. LENGTH 12' MIN. (SEE NOV PLAN VIEW Construction Specifications 1. Stone size — Use MSHA size No. 2 (2-1/2' to 1") or AASHTO designation M43, size No. 2 ( 2-1/2' to 1-1/2'). Use crushed stone. 2. Length — As effective, but not less than 50 feet. 3. Thickness — Not less than six (6) inches. 4. Width — Not less than full width of all points of ingress or egress. Minimum of 12'. 5. Washing — When necessary, wheels shall be cleaned to remove sediment prior to entrance onto public right—of— way. When washing Is required, it shall ba done an an area stabilized with crushed stone which drains Into an approved sediment trap or sediment basin. All sediment shall be prevented from entering any storm drain, ditch, or watercourse through use of sandbags, gravel, boards or other approved methods. 6. Maintenance — The entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto public rights —of —way. This may require periodic top dressing with additional stone as conditions demand and repair and/or cleanout of any measures used to trap sediment. All sediment, spilled, dropped. washed or tracked onto public rights —of —way must be removed immediately. �;�p�FESS iy" STABILIZED CONSTRUCTION ENTRANCE STORMWATER AND SEDIMENTATION & EROSION CONTROL @SI~AL = NOT TO SCALE MANAGEMENT PLAN BY: z STORMWATER AND SEDIMENTATION & EROSION CONTROL PLAN ►z (n �03 FOR ALLIANCE CONSTRUCTION CORPORATION OF N.C. 1.377 ACRE TRACT STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA N.C. HIGHWAY 210 REVISIONS: SW NOTES/DETAILS 11/10/03 FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION DATE: SEPTEMBER 29, 2003 DRAWN BY- RVAIV J. ffaL DESIGNED BY. IThH F. MLLA FIELD BOOK: IND. PAGE: 12 CHECKED BY: COMPUTER: CDR WS3\PROJ PROJECT NUMBER: 02-09-21 SHEET 4 OF 4 t STORMWATER AND SEDIMENTATION& ROS.ON PLAN FOR ALLIANCE CONSTRUCTION CORPORATION OF N.C. INDEX OF SHEETS SHEET NO. DESCRIPTION 1 TITLE SHEET 2 STORMWATER AND SEDIMENTATION & EROSION CONTROL PLAN 3 DETAIL SHEET 4 DETAIL SHEET z STORMWATER AND SEDIMENTATION & EROSION CONTROL MANAGEMENT PLAN BY: s5il Gi24 HIGHWAY FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION PPROVED ENVIRONMENTAL CO ;;.' ISSION t- -' .,,TE:i QUALITY �-�� S:crmwater Permit No !L,/ APPROVED NOSIH CAROLINA EIMRONVENK MANAGEMENT COUVIISr DIVISION OF WATER GUILLtIr -r Permit No. REVISIONS: SW NOTES/DETAILS 11/10 03 CORRECTIONS TO COMMENTS: 12/08/03 DATE: SEPTEMBER 29, 2003 DRAWN BY: El7WNV J. ff-6EL DESIGNED BY: r9V P, 6U.I A FIELD BOOK:IND. PAGE: 12 CHECKED BY: COMPUTER:_ODRW\WS3\PROJ lZiu'03 (PROJECT NUMBER: 02-09-211 SHEET 1 OF 4 1