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Home My WebLink About9301_WarrenLF_closuredrwgs_19940406�IIIIII''�II�IIP�IIIf��I0ll�l�ll'III@Illlilllllllllllli�llllll'��Ilf�ln'�NI��NIIINN�II�MI�IIIIn111�19111NW1 Permit: �3 !Name: Mrren County Lan:d#iII county: :Warren Shipped Date W Document Type: . . 1 Other: /0 1 _ - - Document'Date: 4/611 Division: a e _i�ia nag ern'ent.. W- -*' - 1':� _ .. . Sub Division:" S`Diid a3Ste (S/� 3ioc Cate _. a.._.. � : - -- - - - -- - 0.7 Document grbup: :Aut 1 orizati bwor :P> It, (:P •iL_c�s .: ..-�.. ..._:r-}F. .. .".7 _ _ :rtY.: .:.=.zi::.:::L. s:::. - �Ns' •y;i:• !>. l.yi�•.+s :l'!' _ '�'_W 'ia M- aps Rollt 9 -' w a ABBREVIATIONS INDEX OF DRAWINGS NOTES: AB ANCHOR BOLT FAB FABRICATE MAINT MAINTENANCE S SOUTH/SLOPE AC ALTERNATING CURRENT/ F&C FRAME AND COVER MATL MATERIAL SAN SANITARY DRAWING NUMBER TITLE SHEET NUMBER ASBESTOS CEMENT F&G FRAME AND GRATE MAX MAXIMUM SBL SURVEY BASELINE ACT ACOUSTIC TILE FC FLUSHING CONNECTION MECH MECHANICAL SCH SCHEDULE X1 ....................INDEX OF DRAWINGS, SYMBOLS AND ABBREVIATIONS ................................... 1 AD AREA DRAIN FD FLOOR DRAIN MEMB MEMBRANE SD STORM/SITE DRAIN ADJ ADJUSTABLE FDN FOUNDATION MET METAL SECT SECTION G1 ............... _EXISTING SITE CONDITIONS........................................................................................................................... .................... .................... 2 AFF ABOVE FINISHED FLOOR FE FIRE EXTINGUISHER MFR MANUFACTURER SERV SERVICE G2 MSW LANDFILL FINAL COVER PLAN 3 AGGR AGGREGATE FF FINISH FLOOR MG MILLION GALLONS SEW SEWER .................. ................................................................................... ..................................................... ... ....... AL ALUMINUM FH FIRE HYDRANT MGD MILLION GALLONS PER DAY SF SQUARE FEET G3 BORROW AREA GRADING PLAN 4 ALLOW ALLOWANCE/ALLOWABLE FIN FINISH MH MANHOLE SHT SHEET ..................... .................................................. .......... .................................................................. .......................... . ALT APPROX ALTERNATE APPROXIMATE FIX FL FIXTURE FLASHING/FLOOR MIN MISC MINIMUM MISCELLANEOUS SI SIM SQUARE INCH SIMILAR G4 ................... GENERAL DETAILS AND SECTIONS................................................................................................................................................................. 5 ARCH ARCHITECTURAL FLEX FLEXIBLE MJ MECHANICAL JOINT Si STEEL JOIST EC1 EROSION CONTROL PLAN 6 ASB ASBESTOS FLG FLANGE MLDG MOLDING SPEC SPECIFICATION ..................... .......................................................... .............................................................................. ........................... ASPH ASPHALT FLUOR FLUORESCENT MO MASONRY OPENING SQ SQUARE EC2 EROSION & SEDIMENTATION CONTROL SECTIONS AND DETAILS 7 AT ASPHALT 11LE FLXC FLEXIBLE CONNECTION MOD MODIFY/MODIFIED SS SANITARY SEWER ..................... ............... FM FORCE MAIN MON MONUMENT SST STAINLESS STEEL EC3 EROSION & SEDIMENTATION CONTROL SECTIONS AND DETAILS 8 FPRF FIREPROOF MOT MOTOR ST STREET .................... ............... FRP FIBERGLASS REINFORCED MTD MOUNTED STA STATION POLYESTER LAMINATE MTG MOUNTING STD STANDARD FT FEET MULT MULTIPLE STG STORAGE FTG FOOTING/FITTING STIR STIRRUP B BORING FURR FURRING/FURRED STL STEEL BD BOARD STR STRUCTURAL BFE BOTTOM OF FITTING ELEV SUB SUBSTITUTE BFV BUTTERFLY VALVE SUP SUPPLY BITUM BITUMINOUS SUPT SUPERINTENDENT $1 BASELINE SUR SURFACE BL -BUILDING LINE SUSP SUSPENDED BLDG BUILDING SW SWITCH BLK BLOCK N NORTH SWBD SWITCHBOARD BM BOC BENCH MARK BACK OF CURB G GAS/GAS LINE NA NOT APPLICABLE SWD SYM SIDE WATER DEPTH SYMMETRICAL BOT BOTTOM GA GAUGE NF N NEAR FACE NOT IN CONTRACT BRG BEARING GAL GALLON NOO NUMBER BRK BRICK GALV GALVANIZED NOW NOMINAL BRZ BRONZE GC GENERAL CONTRACTOR NPW NON POTABLE WATER BSMT BASEMENT GEN GENERATOR NTS NOT TO SCALE BT BOLT GI GALVANIZED IRON BUR BUILT—UP ROOFING GL GLASS BV BALL VALVE GPM GALLONS PER MINUTE GR GRADE T TREAD GV GATE VALVE T & B TOP AND BOTTOM GW GUY WIRE T&G TONGUE AND GROOVE GWB GYPSUM WALL BOARD TAN TANGENT C CLOSET/CARPET/CHANNEL GWF GLAZED WALL FINISH TBM TEMPORARY BENCH MARK CAB CABINET GYP GYPSUM OC ON CENTER TC TOP OF CURB CB CATCH BASIN OD OUTSIDE DIAMETER TDH TOTAL DYNAMIC HEAD C/C CENTER TO CENTER OF OUTSIDE FACE TECH TECHNICAL CE CONSTRUCTION EASEMENT OFF OFFICE TEL TELEPHONE CEM CEMENT OPER OPERATOR TEMP TEMPERATURE CER CERAMIC OPNG OPENING TER TERRAllO CF CUBIC FEET OPP OPPOSITE THERMO THERMOSTAT CFM CUBIC FEET PER MINUTE ORIG ORIGINAL THK THICK CI CAST IRON/CUBIC INCHES OT OPEN TRUSS THRU THROUGH CIP CAST IRON PIPE OVHD OVERHEAD TOD TOP OF DECK CL` CENTER LINE H HEIGHT TOF TOP OF FOOTING CHLORINE HDW HARDWARE TOM TOP OF MASONRY/MANHOLE CL� CEILING HEX HEXAGONAL TOS TOP OF SLAB CLKG CAULKING HM HOLLOW METAL TOW TOP OF WALL CLR CLEAR HORZ HORIZONTAL TOL TOLERANCE CMP CORRUGATED METAL PIPE HP HORSEPOWER TPS TWISTED PAIR SHIELDED CMU CONCRETE MASONRY UNIT HPT HIGH POINT TRANS TRANSFORMER CO CLEANOUT HTR HEATER PAR PARALLEL lYP TYPICAL COL COLUMN HVAC HEATING,VENTILATION AND PC POINT OF CURVE/PIECE CONC CONST CONCRETE CONSTRUCTION HW AIR CONDITIONING HOT WATER PCC POINT OF COMPOUND CURVE CONT CONTINUOUS HWL HIGH WATER LEVEL PCF PE LINING POUNDS PER CUBIC FOOT POLYETHYLENE LINING CONTR CONTRACTOR HWY HIGHWAY PERF PERFORATED CORP CORR CORPORATION CORRIDOR HYD HYDRAULIC PERP PERPENDICULAR UG UNDERGROUND CID CONCRETE PLANK PI POINT OF INTERSECTION UH UNIT HEATER CRS COURSE R PROPERTY LINE/PLATE UNFIN UNFINISHED CT CERAMIC 11LE PNL PANEL UR URINAL CTJ CONTROL JOINT PP POWER POLE UTIL U1ILITY CU COPPER PREFAB PREFABRICATED CV CHECK VALVE PRV PRESSURE RELIEF VALVE CW COLD WATER PS PUMPING STATION CY CUBIC YARD PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH I IRON PT POINT OF TANGENT/POINT ID F IIN INSIDE DIAMETER PTN PARTITION VAC VACUUM INSIDE FACE INCH PV PLUG VALVE VAT VINYL ASBESTOS TILE DC DIRECT CURRENT INCL INCLUDED PVC PVMT POLYVINYL CHLORIDE PAVEMENT VCP VITRIFIED CLAY PIPE DET DF DETAIL DRINKING FOUNTAIN INF INS INFLUENT PW POTABLE WATER VEL VENT VELOCITY VENTILATING/VENTILATION DIA (0) DIAMETER INT INSULATION INTERIOR VERT VERTICAL DIAG DIAGONAL INV INVERT VOL VOLUME DIM DIMENSION VP VENT PIPE DIP DUCTILE IRON PIPE VWC VINYL WALL COVERING LEGEND DISCHDISCHARGE DITT DISTRIBUTION QTY QUANTITY DJ DOUBLE JOIST DL DEAD LOAD MATERIALS SYMBOLS SECTION AND DETAIL KEYING LINETYPES DN DOWN J JOIST DOZ DOZEN JB JUNCTION BOX DR DWG DOOR DRAWING JCT JT JUNCTION JOINT WEST WIDTH \, , / _ /\\�\\��\ GRADE OR EARTH I.I�fkl= ROCK PROPOSED PIPE NEW AIR/VACUUM VALVE ASSEMBLY DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD: PROPOSED ITEMS DWL DOWEL R RADIUS/RISER W / \ i �— (A) A SECTION CUT ON DRAWING A3 IS IDENTIFIED AS FOLLOWS: RCP REINFORCED CONCRETE PIPE W/ WITH --- W ---EXIST. WATER LINE FH EXIST. FIRE HYDRANT RD RECIR ROAD ROOF DRAIN / RECIRCULATION WC WF WATER CLOSET WIDE FLANGE ® ASPHALT PAVING � STEEL SECTION LETTER EXISTING ITEMS RECP RECEPTACLE WH WI WALL HYDRANT WROUGHT IRON --- --- SS EXIST. SANITARY SEWER MH Q EXIST. SAN. SEWER MH A E EA EAST/EASEMENT EACH RECT RED RECTANGULAR REDUCER WL WATER LEVEL � SAND I I INSULATION A6 DRAWING WHERE SECTION IS SHOWN — — — — — — — — — — HIDDEN ITEMS REFERENCE W/L WATER LINE — -- SD --- EXIST. STORM DRAIN WM ❑ EXIST. WATER METER EFC EACHNFA E L LENGTH/ANGLE REG REGISTER WO W/o WINDOW OPENING WITHOUT DEMOLITION ITEMS EFF EIP EFFLUENT EXIST IRON PIPE LA LAB LINE AHEAD LABORATORY REM REM REINFORCING REMOVE WATERPROOF GRAVEL � WATER SURFACE -- — E ---EXIST. PP Q EXIST POWER POLE g ()THE SECTION SHOWN ON DRAWING A6 IS IDENTIFIED AS FOLLOWS: EL OR ELEV ELEVATION LAM LAMINATED READ REQUIRED WPFG WATER PROOFING ELECTRICAL — CENTER LINE ELEC ELECTRIC ELECTRICAL / LAT LATERAL REST RESTRAINED WPT WALL PENETRATING TYPE CO o EXIST. SS CLEANOUT SECTION LETTER ELL ENGR ELBOW ENGINEER LAY LB LAVATORY POUND/LINE BACK REV RF REVISE ROOF WSE WSP WATER SURFACE ELEVATION WEATHERSTRIP CONCRETE GRATING -- — T ---EXIST. TELEPHONE rA DRAWING FROM WHERE SECTION WAS TAKEN -- MATCH LINE ENT ENTRANCE LF LINEAR FEET RFG ROOFING WT WEIGHT ® AP SOIL BORING/AUGER PROBE A3 EOG EOP EDGE OF GRAVEL EDGE OF PAVEMENT LG LL LONG LIVE LOAD RJ RM RESTRAINED JOINT ROOM WV WWF WATER VALVE WELDED WIRE FABRIC CONC. FILL OR GROUT ��„� CHECKERED PLATE G ---EXIST. GAS vvvv� Q SR SEISMIC LINE EQ EQUAL LLH LONG LEG HORIZONTAL RND ROUND EQPT EQUIPMENT LLV LONG LEG VERTICAL RO ROUGH OPENING EXIST. VALVE DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT DETAILS ARE IDENTIFIED BY A SQUARE WITH A NUMBER IN THE EW EX EACH WAY EXISTING LP LPT LIGHT POLE LOW POINT RPM RR REVOLUTIONS PER MINUTE RAILROAD ® CONC. MASONRY UNIT GLASS ��'—�,.___— EXIST GROUND PROFILE UPPER HALF. EXC EXCAVATE LT LIGHT RT RIGHT EXH EXP EXHAUST EXPANSION LTG LVR LIGHTING LOUVER RTU RW REMOTE TERMINAL UNIT RAW WATER YD YARD BRICK WOOD BLOCKING NEW VALVE CREEK / DITCH STANDARD DETAILS ARE DESIGNATED BY "STD" IN THE LOWER HALF OF THE REFERENCE KEY. EXT EXTERIOR LWL LOW WATER LEVEL R/W RIGHT OF WAY YR YEAR 1�5SILT FENCE EXIST EDGE OF PAV'MT DESIGNED DRAWN RGD CHECKED ` kb o �. ; A /O IQ,6 DW, 9 o��NESsRO��'� = Q��F �� ¢, � HAZENAND SAWYER Environmental Engineers &Scientists WARREN COUNTY, NORTH CAROLINA INDEX OF DRAWINGS, SYMBOLS THE SCALE BAR SHOWN BELOW MEASURES ONE INCH LONG ON DATE APRIL 1994 H & S JOB NUMBER 3756 CNUMBERT DRAWING CAB 97 � AND ABBREVIATIONS THE ORIGINAL ER PROJ.ENGR. 9%6/I FNGINE`�� <v �yN �o� A. FNGINE�� v quo o �, C RALEIG$ NC CHARLOTTE, NC RICHMOND, VA WARREN COUNTY LANDFILL CLOSURE PLAN DRAWING. 1 A X1 2 CONSTRUCT ION 1 REGULATORY APPROVAL 04/94 DLC [SHEET 1 OF 8 N0. ISSUED FOR DATE BY APPROVED a NOTES: 360.5 356.5 1. AERIAL SURVEY FLOWN BY PIEDMONT AERIAL x "� x , SURVEYS, GREENSBORO, NC ON AUGUST 18, 1993. :•o�° QI �+ �V. JOHN W. RIGGAN DRAWING DENOTES GROUND SURFACE ELEVATIONS a ° �1 `° 1J FOR THAT DATE EXCEPT WHERE NOTED (SEE NOTE 3). >. SR 1601 x 356.9 """ _.'� 2. PROPERTY LINE INFORMATION BASED UPON BOUNDARY 60 _ • ,350 346.7 I SURVEY PREPARED BY HARRY M. WILLIAMS III, x 353.5 I N RLS DATED AUGUST 25 1993. x x 348.1 1.7 .. c I x 3. EXISTING GROUND SURF CE ELEVATIONS IN THE •a 18 '� ` • •: N 962000 ACTIVE LANDFILL AREA AND BORROW AREA BASED UPON SURVEY PREPARE BY HARRY M. WILLIAMS III 40 '-� RLS, WARRENTON, NC C MPLETED ON MARCH 17, 1994. \ \ 35 X8 \ \\ - fiO-28, ... `''�.� _ - 333.2 / i • '.. s�53r' • DANIEL BULLOCK 4. MONITORING WELL LOCA ONS SURVEYED ON �� '' '• i ��' �� z9 �• .... MARCH 17, 1994 BY HA RY M. WILLIAMS III, . �� \ RLS WARRENTON NC. ... ice. � .. ._ "• ••. 1 '.................... ...... ..• •• � ,�� _ 1 �. 1 - MONITORING WELL L TIONS �. .. , EXISTING MONIT 0 A �� (SEE NOTE 4) EDITH HARRI$ ROSE SW1 -=�. / / \'• `� AP R XIMATE L1Mi1 OF. WASTE (TYP.) • • / 696 os F AARON BOYD i \ ..... ' �,33p ` " MW2 PROPERTY LINE (TYP) ::' :.' • . ' 374.7 REGIN -AND5WS 5.7 I I Z0 ^I Z N I x I 3 55.3 / 1 FENCE ........-: APPROXIMATE LIMIT OF WASTE MONITORING WELL NO. NORTHING EASTING GROUND SURFACE ELEVATION MW-1 961,168.478 2,251,285.447 375.90 MW-2 961, 691.768 2, 252, 216.347 315.66 M W-3 961, 535.096 , 252, 674.955 297.82 MW-4 961, 243.168 , 253, 321.031 280.10 •- . •. .�� DENSE TREE COVER . `.... .............: BRANCH OF POSSUM , 344. .: :•. QUARTER CREEK \ `\ 362.1 ��' ��' ': ' •:' \ \ 355.4 344.E \ \ S6j, UNION BAG - CAMP � '� •: / x � ...•. •''•-.��'•.�'•... x •�• ' \ •�� •� ��\` \ . 298 MW3 �. ¢s' PAPER CORPORATION \ '. '. \ 1 3S 1 \ 355.4 \ : 1 \ i RO N 961500 INACTIVE. MSW 362.5 �36p % :. • . ' LL : // j pp / LANDFI / :' .' \ AREA .. .10 7 ACRE _ : ' .... `-_ (POST. 1991..CELIf�..'."�.:. • ...'•' ''.' : /:..:.! :: ..... INACTIVE..MS 'LANDFILL 0 (PRE -.' 1991 CELL) _'_�%' ::�.. :....: `�.. ;-............'.:/ :.32I.2� LIMIT OF WASTE (TYP) 360.E / .. _. •...;`.., .� ......� 365.2 I x 363.1 / :' / ::: : ,ate.: x:. 328. 1 \ \ 63 365.0 a X6�. / I::: / / x \ b322. o x \ / : /. :! / / :'ii:.: 327.E \..::\ 36 i.... ........... CONVENIENCE.. AREA / i. .. ' + + / ...... \- c SCRAP TIRE 362.5 ................•: :. i�.::.. '/. .:•' i .. : : I \1_-' :! ��. ......... ---- x is �.�. / ..... \...1...� \ -� 366.9 STORAGE ! I .I i. :.' ..... \ rn �' \ : : l :.': 1 x PROPOSED AREA •'/ �.:•. ANIMAL % :... �':' / r �� ,� �''.:......... ---- �3::ACRE'" �\'.'. '• :`'" 1 ' 306.5 • \ Sso• \ a / / SHELTE • . I r /..... .... \ • .:: I'::: \ \ MW4 A91 . �•. .• .. \ � Z LOCAl10N'.OF �/ �,..... ... : _.:fir I ,. / ... ..INACTIVE. MSVJ�` LANfl11LL TARE \ DENSE TREE COVER �S 8F �\ TEMPORARY �. ....ACRE/ :......... I I ;� ::::r..• ' ...... \ \ BLS, . r^ 0.5 / (PRE �•.1991 "•.Y�REA)1.::.\ . •:".. �-- " `TRANSFER INACTIVE /� . I :_ / +\ �'• �...:. , �g0 :\\ " .:. \•." .:::.�\:: •.:: ��''"" 1 / WWI SR 1600 '� x MSW LANDFILL : / \ \ ... \ :. ... ;:� \ 2 \ O : \ �' ..' : N E FACILITY �, \ : AREA �° ` \ ................. l:::: ;! .:..:::: ' �� : .: �� • :�.. 2' ENTRANCE \ (PRE-1991 /CELL) + x �\ .• - -- 379.2 3 37 ' / i I �` Ji / Ss \ ., \ .• ....:.. \ •. ' •.. :'�\\ \ 270.2 232.47' x 376.2 / ` O .... / 1 325.1 i \ �. •..... \ SW3 370.2 .. .305.4 \ 1 BM-1 N=961 158.640 1 :. \ •.:'.:.\ MAINTENANCE E=2 251 192.612 �� / / ,3 \ : •�.:. I :: w /.. .• '.. , 8 .5 \ \ .. ::. BUILDING ELEV.=378.28' RECYCLING : \.:'• + 6S 5 0 i:.. o AREA GAS PUMP / o '. I \. - - N 9s1000 DENSE TREE COVER �`. •. :: :�-- �. \ II l I ::j'. 289.5 I \ :.---290 -___ SCALE HOUSE ::::j / / /.• ! SCALE ... r: 7 5 ACRE \'' I i /. �. I: + �� !.: ! • 300---- / ACTIVE MSW LA N9FILL AREA :•::/ ; ' . 345. ::' 34$.1 / s POST - 1991 / ! / � 330. `_ ! \ 1 ::, ( AREA} ` + :I ,�..;.:`--' \� 1,3 289.1 i:' / ,305- I \ 46.9 �. l • + \. SHREDDED . i...+ . +:. �." :� o 20 W .� x ` �.. 1 \_ ��\"" : \ i �r' ! I x �98.6' � APER 9 �8.6 P / / 1 ' •. . �. \`'� \ 3S5 i` I \ STORAGE ACTIVE ANIMAL CARCASS s0.5 / DISPOSAL AREA MONITORING WELL �� / •344.9 y�--�v` •/... \�\ 1.; 1. /::;," : N,� (POST - 1991 CELL) (TO BE ABANDONED) `'_�� C 2 ACRE CO DENSE TREE COVER \3 x 349.3 :' / ACTIVE C & DD \ YARD WASTE r !" B(�+RROWco -; : LANDFILL \ PROCESSING •� ` 346.9' �� x 345.5 / AREA i AND STORAG&�/ I ' A--' 344.1 "' \ AREA: : , / . / . ............ " :` ' . •- / 339.2 : "'�///::"�/ : :":'",: -320 - OVERALL SITE PLAN ; .`•. X46.8 �` \ � x .� �".;�� . , �! :::��:::" ' AMOS L. CAPPS / % / �: /.::.: PULPWOOD CO., INC. NOW OR FORMERLY x.� ' MARY A. THORNTON HEIRS [SHAM BRIDGEFORD ' . • N 960500 LEGEND % �\ 3`9: SW1 BM-2 EXISTING SURFACE WATER MONITORING LOCATION `� 349x 3.0 30_ f , / AND IDENTIFYING NUMBER `� N=9601493.232 E=2,253,439.256 :342.57 , MW2 EXISTING MONITORING WELL LOCATIONCD CD o g ELEV.=378.28' o^W AND IDENTIFYING NUMBER CV CV N C4 N 29568i N N N N N W W W W W BM-2 0 EXISTING SURVEYING BENCHMARK AND IDENTIFYING NUMBER ----.---- EXISTING CONTOURS - AUGUST 1993, AERIAL EXISTING CONTOURS - MARCH 1994. GROUND PROPOSED CONTOURS 1 REGULATORY APPROVAL NO. ISSUED FOR IC SURVEY DESIGNED H & S DRAWN RGD CHECKED SCC PROJ.ENGR. JAB 4/94 DLC 1 2�-� DATE I BY APPROVED AMOS L. C PPS PULPWOOD I CO., INC. 1AZENAND SAWER Environmental Engineers & Scientists RALEIGH, NC CHARLOTTE, NC RICHMOND, VA WARREN COUNTY, NORTH CAROLINA EXISTING SITE CONDITIONS THE SCALE BA SHOWN BELOW MEASURES ON INCH LONG ON THE ORIGINAL DRAWING. DATE APRIL -1994 H & S JOB NUMBER 3756 CONTRACT NUMBER 1 A DRAWING NUMBER G 1 WARREN COUNTY LANDFILL CLOSURE PLAN SHEET 2 OF 8 � ...• — — �� \ NOTES: ...... ��-- _ \.\\ M \ W2 . , . , •—� 1. AERIAL SURVEY FLOWN Y PIEDMONT AERIAL . ...... ....... • .. : ' .. \ ---- `\ �. SURVEYS, GREENSBORO, N ON AUGUST 18, 1993. . . ' . ' . .... -.. ..... `� " •. \\ � THIS DRAWING DENOTES GROUND SURFACE PROPERTY LINE ELEVATIONS FOR THAT DA EXCEPT WHERE NOTED ..... ` ----1.------- — — ' LIMIT OF WASTE —��, `` \ \ ............ �. __ .. , ... - •. . • '• � � � 2. BASED UPON BOUNDARY TYP • . �- 3�. `\ DENSE THE COVERWILLIAMS, III, SURVEY PREPARED BY HARRY M. WILLI ............ . .. \ � \ .. . \ -. - RLS DATED AUGUST 25, 1993 ` / -- ,�\\ 3. EXISTING GROUND SURFACE ELEVATIONS IN THE \ �. \\`\.. .. \ „ -� ACTIVELANDFILL AREA AND BORROW AREA BASE F N R D ..--� UPON SURVEY PREPARED BY HARRY M. WILLIAMS III, N RLS, WARRENTON, NC COMPLETED ON MARCH 17, 1994. /'� ' ```\ \� \`\ \ �`- . . \\ . // \�� ` ``\ `_#�� . \ \ / /,/ /� ,. , \,�\ . �\ \\� . \\. \ SW2 �` 4. FOR EROSION CONTROL, SEE DRAWING EC1. \- 1� r \ `�S \'\`\\`\' \\ X INACTIVE MSW t / / 0 \\ \ \ �\. \ \ \. . .. \ S LANDFILL- AREA / _� \ \ \ \ . \ �' (PRE - 1991 CELLj' • .. / \\\\ \ \ : \ \ x \ . . , , / \ \ \ \\ 1, MW3 <j?�� . . j :/ / \\ \ 1 \ Vo \ 1 \ / 1.�� t I •. \ : / '. z %% . . . I : : . : : : / . . . ... . . ..... .. / . ., . . '. ____1 - - - .. -. \ : . : I . � -. ,*. \ : . . : / 1-11 — . . ..... . . - � : : . . I .. \ : . . 1-11 _____� ... . ... I ` `� ..:::..... ............. 3 0 0 . ,. \..../. f*. .... ...-..: \.:1.... ..\� ....... : )./ �* . ... . . ... : . ,. . .I . ..�I. ... .. .... . , ,� ... .i. .. / *...././._. :.'-_. ,.(IIA. .'/.�t'./4. .,4 : *.,, . :.. .: ..) .. * ...�.i - . .: \ .:.: .-. .4 . ,.� .:. .... . . I .I. _...�.,.( ..Y, ./... ... .:. . I: ... .. . ./ - .. ,I.- -./1:.. \ .. . ... I.. //...-. ./: I.. . ...-I/ :*..I . . . .. : ... ).. ... ..I.. .///:.�. .* ..c.- - ).*: /. .\ ., . .\.. .. .� ... ..:.\ ... ../ /... / .../ ... ,: . .: .-... .. . .�._... .. . ..�:�: ...: .._..-.. _.....: ......._.-.-.. .... ..... _..-.....-.......�.._"�:..._.-: .../...: -_.. . .: .—._.../ . ./..-'........,1...—.'...". . I. ._..,..— //�....._.. .\—....�....:_.. .. .....\./-.\...... —., -�.I........�. . ........J. . .. . .,. —.. .... .j.......- . .......... — .... .:.. ... :/ : ......j .� / ... .... ..L../., ... .— . ,...' .*..:... '..-. . ... '1 . -....1.....1..-*../. .,. .....\- ..- . :/ .�.. I1.1'I: .-... .. .:-.:/.�-. : * : ../0* .. * ,I.,. ./:. .: . : :. �: . .. . : /.. . : ..*:.- ...... ..... .. .../..........�—1..., '.:,. . : .. ... . /.../../. / . . ../ /., ...,.... .../.......,' .-* ,. , . I.,'....-./.1:. ..1....../ ...5. / /INACTIVE MSW LANDFILL -AREA / t ------ . _-_......—..� . ....,..*�-..._\ .._..:.,�..-.I-1..—..:,,. 7> / / POST.._..1991...CELL)' .. .. ... ....................:':..: ... ... . - _-.\ .. y (z. ,.�. 1L_...,.......:.., ,-...::. :.., . .7....:,..L I -=31 0 .. l 360 ,/ / ................. . / .\ r • . .'\._.... .*.. .'. ..\—. '. .1. .. .."..1. .\_..... . . / r . l j .' -- _ .. „ \. ..I\- ,<\ - l •. \ ...' - -.. _------- . .... 2�.. `\ —/ \ / / - ... i —� : / �� G ` .. . Z.. : ,.\*>t �.,.�:.. N:..\ .� , ... .:%\�.....7,.- . \.� ..�.,*. , . ..1'.*.-1..... .. �*�—.1....,\ \ .., ,,.."., '.. .`.'. .... '..\.. \. . / / \ X365 / // : I , i / / � 330 t \\'.: '-: - • \\ . .'...".1. . ....�.*\.�%1 .-.... - ..., r/ // : / �'/ // _� 11 l/''.'' :' l/'. ::.:::.. I /'-' \\ r L�. _ �.. ................. ' \ // .. /.. �. r / : / / . _ _ ..... :• f--- ' \ / r �. / r —330 —� _ \\ / /' - - — - '\.>I��—_o... \\11.eN..I7....._..\ .— �.-... .: .:- ...1 *�.. ... �..�—.. .... ,.. ,_...\:./...... . .. .._'-.... ... "_............�....//.. .... ...... .... ../_�..../.... ., i r / \ ..... . l/ _� - - \ \ / — ---_ i /� " _ \ /, 1 .*.. ., ..,..,/I... . ..".. .. *�../ ],.....- 0-.'. . ,/ .../ .�..... .. .../../ //.-.. ._...� , . . /... ...x/ . .... . .. ..*, . .-.,,,.. .. ,, - , ./..1./.... ...../ , ,'l-.. .. .. �-.*..,. . 1..1/. .. ,.... .. ...�. .. ..1* ..:.- ..._,/-.. .... . - \ ` t : \\ / / r r .. .... \ \ . . - / r . : . I / ..... .1 . �-�`........ \ . \ : : t :. \ \ ,. I' _ ..) I, -,.._... *. ...:1..1.! ,. :..... : /"';-/. .. -. ..., . I ./.: __... : .:: . ... .".I `..%::.._�. ...::: ;.,`.. 1... . ... : 1I . ",.. -. r:.,.-. ,.-. .." -1* *..., .. .... .. ..".. ... ..... * .... ..- /.*.*..../.. .... .. .. .. .1/ .../1*.. // - . ' /. : *../ ./../" /... . . / �. •\ . \, �� /' r r ,.: / /, / . '-� _-� INACTIVE ` SW`•LANDFIL�'.:AREA 1\ .:. \ :\ `\ \ / / \ _ M 1. ,. .�%%. . .\1, ,.... // , I i �.- ,. .. - . /- `� PRE 1991 CELL) 1 \\ ��\ \\ . .: / �- \ �. SEE flETAI 1 G4 \\ •. ' :' • �\ ' • ' . \\ 1 . f �- . / ..- - / r. . ..,.../* "'.._.... ./. ... : .:—. ...._... ._-.:.. :......z . _...... ..__.*(.... .... /. b .. .........._.....4.... ,.. ._-.....-...,__.. . ... ., .1./ � .._. .* . . ../.I /.) ...._.. . �.r r / \ \, \ \ / \ O , / --- . \\ / �� \ \\ �1\`\ \`\ �. / . / `_ \ • FIN VE RF : . / \ - - ..._z1I...Z/./�._.... / / / \ / \ A� . 0 R U ACE\\ .:. - •. .. \ .- .....\. . % // I I _`_• .. .. .... / �---_` '.. SEE D€\TAIL 2/G4- \'• \\' ' .... 1..-* . I. - ..` ._. .-" .*.� ..,* .. ..* I/,.1.Z...�.-....., ..._. .... . "._.. _..:..-. ..: _.: _.:.../ .: ".-r.: :.. - ./. ._-.*...-/ .' ,....... /... ....A.. .- '-... .A I I......-.._4.1* ...-1. /....-. . . . . ..—. .-... * .. ...: ... . . / .'. .*.. .. /.. .. . .-......,. ......., .... .�u: .._—. ,.. ..-. _.,. .. .. . �..\� .�j /- �.... . " .. ...../... . ...". /... ./��... _..../.--. /� \ \ • . \ / / 1 t ACCESS ROAD TO � \ \ ✓ V `� \ \ \ \ / / t BE ABANDONED \.... �/ / �-r \ \ . \ \_' •• \ ..:-\ `\0 I \ \ \ / / \ / \ \ �\ \ \ \ I \ , // / '� \ \ • \ . /` / \ \ / / /' / 1 / / / �o / \ \ \ \\ \\. \\ X"1\\\\ . / / / / / \ \ \ \ . I \ - / i �, , / / / \\ �� \ \ \ / / // /�-- 3�-e- \ /. \ \... / b / / / ` \ \ / / / �� \ \ (� \ \ \ ' \ / :ACTIVE .MS I / : / / \ . / / :LANDFILL AREA r / / / \ o •• \ r \.. • - POST _ 1991 CELL / / /:-� 7d� ,36 \ \ o . \ // /l \ - / \ , / \ \ �\ _ / / \\ / \ ��` . _ - - ,� /�/�,. / // 3f� SLOPE \ � \ \ \ i �/ - o / I \ \ - i / / . � .— .. \ . .., cn / ..../ \ \ I : . . / .: t . : `�,_ � _ ..� `` ,/ ---� . ' /� ACTIVE MSW LANDFILL AiZ• S� . � / \� . \ \ :' . / �/ . \ if - / ... -_ : / -H8. / ST - 1991 CELL ` / , ' �\ : �j �,.---- �. / / ND A\C OAD - / 11 // \ I r1 . : / . / I..' ll''- -. `�� LA FILL CAS . . o/ /___ , I I - . . . . . . . . . / / \ ` / g . . . - — - . . .. __ ___ " , - - . I.* I . . . I _* - - . '----, / / : / k \ . �, __-,, ... , . : : . - - . �. �\ \,_�\N_\\' **_� _N__.-1I\1_1�__ `-� %%__� ��, . .. ____%_-__11 ._._ -_',�1_��_- -_-"-_--___ :_7_:_/_701 .. / / / . . . � //j :I ,/ .. .. . .. .. .. .. . .. . ... .. .. /, , 1.�. .. *- . \."...... ... .. 5 , \ \I: � . :.. : % .. *: �: " ../. ..- .:.. LIMIT OF WASTE (TYP) LEGEND 1-2' DEEP DIVERSION 2�9 . . \\. -\ \��` `_t-`-� -� / \\\ . - STORAGED PAPER W. \ DITCH AS REQUIRED 2 � = �. ' •��`_ � �.. `� � � �_ � �•� / �/ / � \ SW1 EXISTING SURFACE WATER MONITORING LOCATION TO PREVENT RUNON - --- _ . - . �� • ` `-�-- -� / \// / I \ AND IDENTIFYING NUMBER - \ � � �� 360 �� / I ;� \ PROPOSED LANDFILL _ / `\ �� ` _� / - MW2 EXISTING MONITORING WELL LOCATION ACCESS ROAD �= ��\� �_ �� _C='��n / / fl \ \ AND IDENTIFYING NUMBER y _ ` \_ \` �_ -7 �� _•� . / / / / \ BM-2 A. EXISTING SURVEYING BENCHMARK AND O'BE,ABANDONED `-,� / / // 0 / / .: . /.... . ACTIVE C & DD\� \� / LANDFILL AREA a N 0 0 W 0 0 Z W J 1 O Q 0 11 0 a 11 2 O r ° 1 a NO. IDENTIFYING NUMBER _ �- ,``\ �� r �� / .�� / : - EXISTING CONTOURS -AUGUST 1993, AERIAL TOPOGRAPHIC SURVEY PLAN ��- �� ``-`� //------,--I / / 11�� EXISTING CONTOURS - MARCH 1994. GROUND SURV Y \� \ -� �� \ -• i� . 1 "=50'_0'� �_ f�. S D CONTOURS DENS TREE COVER \; . ��.=��— . �� . . PROPO E . �� 3S --_ - -�� • DESIGNED SCC DRAWN RGD CHECKED JAB PROJ.ENGR. JAB CONSTRUCTION REGULATORY APPROVAL 4/94 DLC , ISSUED FOR I DATE BY APPROVED ..� ` i 1 1 II - 1... . `� `. / r `,% ; ' 1•I.;. �, CAI�p\ �o� of Ess/04, I%v OF39 7 1 T F0- _ GIN�,O�� L. C�/ SAVflTR Environmental Engineers & Scientists RALEIGH, NC CHARLOTTE, NC RICHMOND, VA WARREN COUNTY, NORTH CAROLINA WARREN CDUNTY LANDFILL CLOSURE PLAN MSW LANDFILL FINAL COVER PLAN THE SCALE BAR DATE APRIL 1994 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 3756 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER I NUMBER DRAWING. 1 A I G2 SHEET 3 OF 8 i..... \ SHREDDED PAPER•'STORAGE '•. d �� YARD --WASTE s �! PROCESSING AND STORAGE AREA LEGEND SW1* EXISTING SURFACE WATER MONITORING LOCATION AND IDENTIFYING NUMBER MW2+ EXISTING MONITORING WELL LOCATION AND IDENTIFYING NUMBER BM-2 A. EXISTING SURVEYING BENCHMARK AND IDENTIFYING NUMBER ------ EXISTING CONTOURS — AUGUST 1993, AERIAL TOPOGRAPHIC SURVEY EXISTING CONTOURS — MARCH 1994, GROUND SURVEY PROPOSED CONTOURS 2 CONSTRUCTION 1 REGULATORY APPROVAL 4/94 NO. I ISSUED FOR I DATE DESIGNED SCC DRAWN RGD CHECKED LMS PROJ.ENGR. JAB DLC BY I APPROVED lam• /�/ • ) j /...... .... \ --- ram .............. i �7�CTTVE C&DD \ i LANDFILL -AREA.. \ \ PROPOSED ACCESS ROAD (SEE NOTE 5) CARp�i � �oF Essio� �v 839 6 �NGINEF� Olv�l q� p 11 \ - S 41 E _ 270.2-�� 232.47' rRurm I T LINt—,--6T / LIMIT OF EXCAVATION TYP .........;�: ::, oo / Q �-- N 00 PROPOSED FUTURE LCID AREA `—ACTIVE BORROW AREA (REVISED TOPOGRAPHY, SEE NOTE 3) --7 PLAN 111=501-011 flUEN AND SAMTR Environmental Engineers & Scientists RALEIGH, NC CHARLOTTE, NC RICHMOND, VA N 960500 C.� 3 O� � 295 88� WARREN COUNTY, NORTH CAROLINA WARREN COUNTY LANDFILL CLOSURE PLAN BORROW AREA GRADING PLAN NOTES: 1. AERIAL SURVEY FLOWN BY PIEDMONT AERIAL SURVEYS, GREENSBORO, NC ON AUGUST 18, 1993. THIS DRAWING DENOTES GROUND SURFACE ELEVATIONS FOR THAT DATE EXCEPT WHERE NOTED. 2. PROPERTY LINE INFORMA11ON BASED UPON BOUNDARY SURVEY PREPARED BY HARRY M. WILLIAMS, III, RLS DATED AUGUST 25, 1993. 3. EXISTING GROUND SURFACE ELEVATIONS IN THE ACTIVE LANDFILL AREA AND BORROW AREA BASED UPON SURVEY PREPARED BY HARRY M. WILLIAMS III, RLS, WARRENTON, NC COMPLETED ON MARCH 17, 1994. 4. FOR FINAL COVER GRADING PLAN FOR MSW DISPOSAL AREAS, SEE DRAWING G2. 5. FOR EROSION CONTROL, SEE DRAWING EC1. 6. ACCESS ROAD TO BE CONSTRUCTED BEYOND DISPOSAL AREA ONLY IF PROPOSED LCID LANDFILL IS CONSTRUCTED. IF ROAD IS NOT CONSTRUCTED, GRADE AREA TO DRAIN AND INCLUDE DITCHES AS NECESSARY. THE SCALE BAR DATE APRIL 1994 SHOWN BELOW H Sc S JOB MEASURES ONE NUMBER 3756 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 A G3 SHEET 4 OF 8 IN NOTES: I 360.5 -" 356.5 1. GROUND SURFACE ELEVATIONS IN DISPOSAL AREAS --o of x i� REFLECT PROPOSED FINAL COVER SURFACE. :a: �; i "" o L, 2. ALL EROSION CONTROL MEASURES TO BE IN PLACE x 356.9 .. •. ' 0� `3So•• •� '`' BEFORE OR AS SOON AS PRACTICAL AFTER FINAL COVER CONSTRUCTION BEGINS. 60 " 353.5 346.7 �, :...:.. •: 348.1 1.7 1 X . •. • • 3. INSPECTED ON L A REGULAR OSCHEODUME,AAND E AFTEREVERY 18•::'..:. :.':........ ..... RAINFALL EVENT AND MAINTAINED AS PER N 962000 CLOSURE PLAN. �\ 35 43 .. •. 340-A, `\` _ �b02$'� ��_i- � 333.2 4. ACCESS ROAD TO BE CONSTRUCTED BEYOND X8 .•,." - - i� �.. DISPOSAL AREA ONLY IF PROPOSED LCID LANDFILL �� i �' - . • / E` '•..•:,,•:.:.::::. ..•••••... IS CONSTRUCTED. IF ROAD IS NOT CONSTRUCTED GRADE AREA TO DRAIN AND INCLUDE DITCHES AS , NECESSARY �� per• :,I swi 320 F ...... ..' ��, :.•:. " _ �;. " • ... �\ .......... '" ..`33 ��.. .::.: �.. .: .. TEMPOR SEDIMENT TRAP ....... �� SEE DETAIL / TA 1 ECG --- MW A sgs.0 , s x :...... ' _ - ........... `\� 4'Lx5'W'x24" THICK CLASS :. _ `� EROSION CONTROL STONE `. I _ .... ..... �\ � \ DENSE THE .. '" SEDIMENT BASIN NO. 1 �♦ COVER 374.7 ( 362.1 \\ \ - :` \ .\ SEE DETAIL 5/EC2 •. O/ ► I TEMPORARY DIVERSION DITCH, TYP / SEE DETAIL 8/ECZ" \ ` \ 355.4 \ , X29E WW33 i ♦` �� S�0/. F 1 5.7 / 1 N 9 50 1 61 0 I �I 362.5 x' i ... ... \�\ /' '�--i ` II \I /�----___:-:----•--:---300 -� - _370 -- _ 1 \ i 365.2 x 360.6 1 :• ;'/� r� . "'i: :... '.: X. \ :: ::"`28.9: � \ 363.1 365.0 x : X ` • / /r / ` "i�.>� " .\.::.\ 3� ♦22�, j0 362.5 366.9 - • - •: " ......... .... I \ \ 1 ...• •. :•,. •.• •: - DENSE TREE COVER s . \ \ ............ "Z67...._, / .•' .......... .. \ .......... \ / `�___ " i:".::. �- ��-\ \'. ". ". ". \".." :.� /-� .."... SEDIMENT BASIN NO.2 :� .. \ SEE DETAIL 6/EC2 / ` IN� x Io \� -' . / : I' '-~ \ "." \ .. :�� .�""' ' : �� • .: .. " ..�\ .�\ 2• \Mwi . _ S87' O'41'E 379.2 3 375.9 : J 376.2 '' / � -- / 1 325.1 � i� "' \ . `\ : \\:•"'• • •' •�\ .. 232.47' \ SW3 370.2 z. •: \ =--,,� '. " �.� PROPOSED MSW TRANSFER ... p �� -� --- ��. :: /� •• .•" •.. /` . j� ► .; :. / �� \' �\ r \ . , \ .: - � "•-:' • •' "x :�'�::.•�•."�"::::: `�" •." :.��•.� \\ ... :.::":'. `� SEDIMENT BASIN NO.3 \� ��' SEE DETAIL 7/EC2 \. ` ' '""'"' �-� STATION AREA `�� _ _ I 30 +� /' `�6 so i:' : o �' \ " :.... DENSE TREE OVER �- '-" •. �� REMOVE ROAD �- �� "' /." x `_-- i 300 / -� I PERMANENT DIVERSION DITCH TYP SEE DETAIL 3/EC2 �!,.�" `' /. ��.." 34 .4 1 348.1, �' s \ 0 :::'/ .' ;%="�, '�:;;: " I �'.'""•:::: ::.": ` ::. I �\ .'I :: "`t1 1 305 x. .; 15 Lx17.5 Wx24 THICK CLASS B EROSION CONTROL STONE g sew• .." �� 33� -� . 3 ` "'C=; �_ _� t' �� 1 \" .; \_ _ "'" ': I x ?9s SEE DETAIL 1 EC2 SILT FENCE, TYP `. SEE DETAIL 4/EC2 EXISTING 30" RCPan �- r : \. 5 Lx6.25 Wx24 THICK CLASS B 344.9 in CONTROL STONE EROSION ON DENS SEE DETAIL 1 EC2 TREE COVER - �` `349: `� i.'` \\" i .. ........... \ 345.5 r .�• - : I Co '`+- �' / x '• \: I / `---r.. LEGEND SW1 EXISTING SURFACE WATER MONITORING LOCATION 15 RCP �;-....... PROPOSED ACCESS ROAD (SEE NOTE 4) / \ r 344.1 \ 346.8 ' x / -320 - / AND IDENTIFYING NUMBER MW2 EXISTING MONITORING WELL LOCATION AND IDENTIFYING NUMBER 4 Lx5 Wx24" THICK CLASS B EROSION CONTROL STONE SEE DETAIL 1/EC2 0 •��• °` -• --:. \ """ 3 7. 0, 25 BM-2 A.EXISTING SURVEYING BENCHMARK AND 15"RCP s IDENTIFYING NUMBER / N 960500 -.---.---.. EXISTING CONTOURS - AUGUST 1993, AERIAL TO OGRAPHIC SURVEY x � _� \ s :. EXISTING CONTOURS - MARCH 1994, GROUND SURVEY PROPOSED CONTOURS g g o ` \moo 349.0 o , • 342.57 / u-) -►- �- TEMPORARY DIVERSION DITCH N N 2gs 88 w `` N (V N w �•••-�- PERMANENT DIVERSION DITCH w w w w PROPOSED STORMWATER PIPE ® TEMPORARY SEDIMENT TRAP EROSION CONTROL PLAN 1 11=100,-0" DESIGNED SAS DRAWN PWS CHECKED LMS �N cAR��/ �� ARo�, �� OFFS ON9 �-y �oFESS/ON �y < [AZENANDSAWYER Environmental Engineers & Scientists WARREN COUNTY NORTH CAROLINA EROSION CONTROL PLAN THE SCALE BAR SHOWN BELOW MEASURES ONE INCH LONG ON DATE APRIL 1994 H & S JOB NUMBER 3756 CONTRACT DRAWING PROJ.ENGR. JAB � � � F83 7� IN E� J�, �9 NGINE� �� 'S/j/ A • g� bl(�� 0 � G0� RALEIGH, NC CHARLOTTE, NC RICHMOND, PA VI/ARREN COUNTY LANDFILL CLOSURE PLAN THE DRAWING. NUMBER 1 A NUMBER EC1 2 CONSTRUCTION 1 REGULATORY APPROVAL 4/94 DLC [SHEET 6 OF 8 N0. ISSUED FOR DATE BY APPROVED TYPICAL OUTLET PROTECTION DETAIL 1 NTS EC1 L+J UYJ 4'-0" MAX SILT FENCE DETAIL 4 NTS EC1 a a _ a 0 1 REGULATORY APPROVAL NO. I ISSUED FOR L=* DESIGNED LMS DRAWN GD/PWS CHECKED LMS PROJ.ENGR. JAB 4/94 DLC DATE BY APPROVED TILE ROL STONE * V=* STEEL POST FILTER FABRIC — BURY TOE OF FILTER FABRIC A MIN OF 8" U m Q w x Q 00 SEEDING SCHEDULE WARREN COUNTY MUNICIPAL SOLID WASTE LANDFILL APPLICATION RATES IN POUNDS/ACRE SEED** PLANTING MIXTURE SEASON LIME* SEED FERTILIZER* TOPDRESSING* COMMENTS P FEB 1—MAY 31 4000 60 1000 500 OF PREFERRED PLANTING SEASONS ARE SEPT 1—NOV 30 10-10-10 SEPT 15—OCT 15 AND FEB 15—APRIL 60 OF NITROGEN 30. ADD 25 #/ACRE SUDANGRASS DURNG MAY. ADD 25#/ACRE HYBRID RYE DURING NOV. TW DEC 1—JAN 31 N/A 100 300 N/A OVER SEED WITH TYPE P SEED MIXTURE DURING NEXT PLANTING SEASON TS JUNE 1—AUG 31 N/A 35 300 N/A OVER SEED WITH TYPE P SEED MIXTURE DURING NEXT PLANTING SEASON * APPLICATION RATES AND/OR CHEMICAL ANALYSIS SHALL BE CONFIRMED OR ESTABLISHED BY SOIL TEST. ** SEED MIXTURES TO BE USED ON THE PROJECT SHALL BE AS FOLLOWS: P — PERMANENT SEEDING 60#/ACRE KENTUCKY 31 TALL FESCUE TW — TEMPORARY WINTER SEEDING 100#/ACRE HYBRID RYE TS — TEMPORARY SUMMER SEEDING 35#/ACRE PEARL OR BROWN TOP MILLET ON CUT AND FILL SLOPES 2H:1V OR STEEPER, ADD 30#/ACRE SERIOCEA LESPEDEZA TO TYPE P SEED MIXTURE. USE SCARIFIED SEED FOR SPRING PLANTINGS AND UNSCARIFIED FOR FALL PLANTINGS. 10' 312.50 TOP OF BERM 311.25 EMERGENCY SPILLWAY 310.25 PRINCIPAL SPILLWAY K' , ` 309.00 SEDIMENT CLEANOUT � $I STAPLES , OVERLAP PERSPECTIVE VIEW SYNTHETIC MAT DITCH LINING SEE SPECS F Q DITCH SYNTHETIC MAT NOTE: STAPLES TO BE SPACED AT 3'-0' MAX IN ALL DIRECTIONS. OVERLAP I I ' rn' LINING STAPLES * SEE PLANS FOR DITCH DIMENSIONS SYNTHETIC MAT DITCH LINING DETAIL 2 NTS EC1 33 1 h ' 12' ® CMP BARREL7�1 2% MIN SLOPE ZI 4'Lx5'Wx24" THICK CLASS B APRON EROSIONCONTR � OL STONE FILTER GEOTEXTTLE- 2'x2Ix1.5' THICK AN11—SEEP COLLAR LLANTI FLOTATION BLOCK AT f 1 /2 LENGTH 15' CMP RISER (SEE NOTE 1) OF BARREL NCDOT #57 STONE NOTES: 1. 15" CMP RISER IS PERFORATED WITH 120 1/2—INCH HOLES, 3' O.C., FROM CLEANOUT ELEVATION TO ANTI —FLOTATION DEVICE. 2. EMERGENCY SPILLWAY TO BE 20' WIDE. SEDIMENT BASIN NO. 1 DETAIL 5 NTS EC1 SYNTHETIC TURF REINFORCEMENT WITH MIN. SHEAR STRESS OF 2 LB/FT2 AND MIN. VELOCITY OF 5 fps. EXISTING GROUND SURFACE 1 J1 TYPICAL PERMANENT DITCH DETAIL DETAIL 3 NTS EC1 10' TOP OF BERM 310.00 308.25 EMERGENCY SPILLWAY 306.25 PRINCIPAL SPILLWAY 304.50 SEDIMENT CLEANOUT 302.00 2.5 j= =� 2.5 1- :1 1 ' _I_ 12' CMP BARREL =�1 4'Lx5'Wx24" THICK CLASS B @ 2% MIN SLOPE =Lr APRON EROSION CONTROL STONE FILTER GEOTEXTILE- 2'x2'x1.5' THICK ANTI —SEEP COLLAR LLANTI FLOTATION BLOCK AT f 1 /2 LENGTH 15' CMP RISER (SEE NOTE 1) OF BARREL NCDOT #57 STONE NOTES: 1. 15' CMP RISER IS PERFORATED WITH 75 1/2—INCH HOLES, 3" O.C., FROM CLEANOUT ELEVATION TO ANTI —FLOTATION DEVICE. 2. EMERGENCY SPILLWAY TO BE 20' WIDE. SEDIMENT BASIN NO. 2 DETAIL 6 NTS EC1 GRADE LINE 10' � � z 300.00 TOP OF BERM C z 290.00 EMERGENCY SPILLWAY EXISTING GRADE N � 288.50 PRINCIPAL SPILLWAY 1= ' 1 4i� � i n 4„t 287.75 SEDIMENT CLEANOUT 88 1 12" CMP BARREL I 4 Lx5 Wx24 THICK CLASS B �- ® 1% MIN SLOPE EROSION CONTROL STONE �I APRON SILT FENCE 286.00 SECTION B NTS EC3 FILTER GEOTEXTILE 1 I � � 1 1.5'x1.5'x1.5' THICK ANTI —SEEP COLLAR l ANTI FLOTATION BLOCK AT f 1 /2 LENGTH 2 2 15" CMP RISER (SEE NOTE 1) OF BARREL NOTES: NCDOT #57 STONE 1. 15' CMP RISER IS PERFORATED WITH 80 1/2—INCH HOLES, 3' O.C., FROM CLEANOUT ELEVATION TO ANTI —FLOTATION DEVICE. TEMPORARY DIVERSION DITCH 2. EMERGENCY SPILLWAY TO BE 20' WIDE. DETAIL 8 SEDIMENT BASIN NO. 3 NTS EC1 DETAIL 7 NTS EC1 HAZENAND SAMER Environmental Engineers & Scientists RALEIGH, NC CHARLOTTE, NC RICHMOND, VA WARREN COUNTY, NORTH CAROLINA WARREN COUNTY LANDFILL CLOSURE PLAN EROSION & SEDIMENTATION CONTROL SECTIONS AND DETAILS THE SCALE BAR DATE APRIL 1994 SHOWN BELOW MEASURES ONE H & S JOB NUMBER 3756 INCH LONG ON THE ORIGINAL CONTRACT NUMBER DRAWING NUMBER DRAWING. 1 A EC2 SHEET 7 OF 8 TOP OF BERM CARRY CLASS B STONE 12° 4'_( UP SIDES OF SPILLWAY MIN I MIN TOP ELEVATION OF STORMWATER- - - - - - - - - - - - - - - - - #57 WASHED STONE_ - - - - - -- --- - - - - - - FCOW 2 MAX w a NOTE: CLEAN BASIN WHEN 1 /2 FULL a 1� 0 2 MAX 0 1 REGULATORY APPROVAL a NO. ISSUED FOR CARRY CLASS B STONE UP SIDES OF SPILLWAY - WEIR LENGTH (4'-0' MIN) 18" MIN (3'-0" MIN) SECTION THRU BERM AND FILTER NOT TO SCALE LENGTH (SEE SEDIMENT BASIN DATA SECTION THRU BASIN AND FILTER NOT TO SCALE DESIGNED BEK DRAWN PWS CHECKED LMS PROJ.ENGR. JAB 4/94 DLC DATE BY APPROVED 21" MIN ---CLASS B EROSION CONTROL STONE #57 WASHED STONE FILTER FABRIC TEMPORARY SEDIMENT BASIN DETAIL 1 Nis EC1 CAROof ESS/p�`��9 n. _ CLASS B EROSION CONTROL STONE - FILTER FABRIC— S' • 4% PERSPECTIVE VIEW NOT TO SCALE 18" MI 2 MAX w L e� 1 \ry 5'-0" MAX SEDIMENT BASIN DATA BASIN NUMBER BASIN WIDTH (FT) BASIN LENGTH (FT) BASIN DEPTH (FT) WEIR LENGTH (FT) A 23 46 3 4 IIAZEN AND SAWYER Environmental Engineers & Scientists RALEIGH, NC CHARLOTTE, NC RICHMOND, VA WARREN COUNTY, NORTH CAROLINA WARREN COUNTY LANDFILL CLOSURE PLAN EROSION & SEDIMENTATION CONTROL SECTIONS AND DETAILS THE SCALE BAR DATE APRIL 1994 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 3756 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER I NUMBER DRAWING. 1 A E C 3 SHEET 8 OF 8