9102T_VanceCoTS_drawings_19970813

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IIInC!l111
1011111f11616!IIn111I��11
CI III
III
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I 1111111111111111111
Permit: 91-02
Name: Vance County Solid Waste Transfer Station
County: Vance
Shipped Date:
Box: SW-11-050
Document Type: Other (0)
Document Date: $/17/1997
Division: Waste Management (WM)
Sub -Division: Solid Waste (SW)
DocumentCategory: Facility (F)
Document Group: Authorization or Permit (P)
M;3p.--Ma-ps':in Roll. 9-

WAS
SOLID WASTE TRANSFER STATION
VANCE COUNTY
I ANGLE
NV I RONMENTAL
INC,
500 GLENNOOD AVENUE
RALEIGH, NC 27603
[phone]
�2,��56 igAeor
i � raffia
®Ce1Vcn
Solid Waste
Section v
r
APPR OV90
INISIOH OF SOLID W41 MANAGEMENT
OAlt 141
C EDTrz3rC F I L E
c?l 022
INDEX TO PLANS -.
COVER SHEET
C-1
C-2
C—S
C-4
C-5
C-6
A-1
A-2
A—S
TRANSFER STATION SITE GRADING
AND STAKING PLAN
OVERALL SITE PLAN
EROSION CONTROL PLAN
EROSION CONTROL DETAILS
ROAD PLAN
PROJECT DETAILS cNor IN THIS SET)
FLOOR PLAN
BUILDING ELEVATIONS
BUILDING SECTIONS
A
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_ _ _ __�_�_.-+r.• �� w� wwfvgp+aa�rs.Kwmrser+�vnew�wwsaw�.. �'r+MwU11RK.tl.FY!!f'A1prfYMWe+:IwMtar•*�'�'�"�__��rq`Y:RUW1tN:�'�t'RrAiFrtPTMl�4*RaR�R.'fi8�'"�"^'�"""'"•�•w�w�RsinlTN�i�>tt �SAiS4b"dWIMrp Rln+r.awya4am�ww�...w v>.�-•.••��•-�---•-. _. _ _

NOTES:
1. Clear sight triangle along fence line at Right of Way at entrance road 75 feet each way, measured
from edges of entrance drive roadway.
2. Refer to Erosion Control plan. Install all erosion control devices and features immediately upon
initiating construction.
3. Borrow soils for backfill shall be dewatered, excavated, stockpiled and allowed to dewater before
placpment as structural fill.
4. Borrow soils shall be obtained from borrow pit west of project site. Contractor shall coordinate
use of borrow area with Vance County Landfill Supervisor.
5. Refer to Project Details Sheet C-6 =PAVEMENT SCHEDULE- for pavement and roadway sections.
6. Scales shall be installed in accordance with concrete and reinforcement details of shop drawing
S10-3-15 for a 60 feet Electronic Low Profile Scale, byUniBridge, Section A.
NOTE - Scale foundations shall be prepared in advance in order to receive the Scales from
the Vance County Landfill. The Scales shall be relocated to the Transfer Station and this work
shall be performed on a weekend. Contractor shall give Vance County two weeks notice.
It is anticipated that the scales will not be available to relocate until the middle of December 1997.
EXISTIN
SEDIMEN
lt�\'•. BASIN
Io
A.
\� •' � 'fit/il+ . ' `' .\ `•\�', i - -
\\ (3) NITRI��ICAj ION LINES
_- 85' LONG
LANDFILL I I i i;I I'\.�A`. /, % \ ,\ '.I
�
I ' I t'\',A\ `•\; 1'' /' ; \ .� \ 1` DISTRIBUTION
\, �.JO��oY `l P I 1 \ 1'•I f 1111 !� ,1\•.•�\�� i I I I, I I ; \ i�.1,1 \\` «....r. TA
\,
� _ X
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I P J ..` - - �► ` �1 �, / I 17r i %
x 4 0
' / ►�° \ -4" SANITARY SEWE$_ _ `
SEE SCALE� HOP Di?AWINGB
-0 c-SECTION'fZ],AN "All410-
l if �(
r�� �` \ \'!t/'/� //fill•.` \\ I''l%�,�rir ,11� '�I .�'�l0% 41x C.O. / C.O. \\\
412
co
-----����• _ . ,Ili Ali /'i'�•. � � ', � a _.. ... � ,�-- � FES' ,�'1
SEPTIC •rt t i I1 , C.O. % i
TANK I** { ! I I %;1 4113e�+(�j.
J \ �' • J6�i0 J! i I
OLD TANK
\ � \ : � 't •`� ,�S i��� ..ice _ ,;�{�,,:;;,a � ':-, � _ +L..�+++� + + \ .. /
IV-
!"�,?,;;4j4r.+,,. ,•, �,*9� ,•' ',y' it
Station
PI 6+48.92
11267.4688
8103.2790
PI 11+48.09
10771.1073
8155.4117
PC 6+75.68
11241.1176
8107.9500
RP
11249.5570
8191.5250
Arc:
Radius -
84.00 ft
Length -
234.33 ft
Degree of curve -
68 12'33"
Long chord -
165.41 ft
PT 9+10.01
11228.6683
8272.8863
PI 9+70.49
11287.2281
8287.9843
PC 9+40.54
11258.2164
8280.5358
RP
11307.9515
8086.8185
Arc:
Radius -
200.00 ft
Length -
59.46 ft
Degree of curve -
28 38'52"
Long chord -
59.24 ft
INTERSECTION
WITH ENTRANCE ROAD 0 STATION 10+00.00
LOOP ROAD -
NORTH
PT 10+00.00
11317.1491
8286.6069
PI 10+58.63
11375.7121
8283.9108
PC 10+00.00
11317.1491
8286.6069
RP
11307.9515
8086.8185
Arc:
Radius -
200.00 ft
Length -
114.06 ft
Degree of curve -
28 38'52"
Long chord -
112.52 ft
PT 11+14.06
11423.5522
8250.0253
PI 14+30.96
11679.8551
8063.6464
PC 11+50.77
11453.5128
8228.8059
RP
11408.7148
8167.4126
Arc:
Radius -
76.00 ft
Length -
198.50 ft
Degree of curve -
75 23'21"
Long chord -
146.70 ft
PT 13+49.27
11401.0792
8091.7971
PI 14+21.22
11329.3242
8097.0328
\ \ +00 SCALE' HOUSE PROVIDED
Ilk
PROJECT BASE LINE @ NC 3q
; ! STATION 0+00
409, IN, I PVC
\ \\' \',_ ell �------------- ---- -
- ----•� -___----_-D4
V. -4
PUMP HOUSE f / IT U
NEW 15" - cW
RCP 172 L.F
-' '► 1 / !I , MATCH AND RESHAPE /Y
;EXISTING DITCH h
\\JHg41, ��w ' �� --\ I !+ I / J // 0 /,//' 1 %•,ir1 W2
// ,t ���b'ti' �\•', `` \ \I, t'1 •+ I t \ .t / '! / ' J / i / ! i`/,! r' 1 ' li ,
--,C`t
;1
-EXISTING
2,4° RGP
PI 0+00.00
11283.4590
8943.09/3
PI 2+81.77
11355.6929
8670.7391
PC 2+54.54
11348.7104
8697.0665
RP
11203.7230
8658.6134
Arc:
Radius -
150.00 ft
Length -
53.89 ft
Degree of curve -
38 11'50"
Long chord -
53.60 ft
PT 3+08.42
11352.9735
8643.6377
INTERSECTION WITH LOOP ROAD 0
STATION 667.25
PI 7+75.29
11306.3627
8179.1079
TREE L NE ,
(TYPS
I
/
) /
I
DESIGNED
DRAWN M C
CHECKED
IN
GRAPHIC SCALE
0' 50, 100' I ���
I PROJ. ENG. I
TRIANGLE
ENVIRONMENTAL RALEIGH,N.C.
INC. CHARLOTTE, N.C.
WASTE INDUSTRIES
SOLID WASTE TRANSFER STATION
VANCE COUNTY, N.C.
OVERALL SITE PLAN
DATE: 7-7-97
TO PROJ.* 750-0119
DWG FILE • WMX-1.DGN
SCALE
HORIZONTAL:
AS SHOWN
SHEET NO.
C-2
OF:
t
_____ - _. _..._ _-_____..�-...w......�.naen„eeas•,w..•rn.Nsnr�rrn+-�r,esw•e..•..cw..•«w...+a..•.•.�....w.-.�-•---.....•.+..mow' w.......,....ww..w,-w�..w.wwo.n�►eu�..+�a..�...�••.•.••-----_----•-�•w+aora crFxmm�rAavnw•- w..-.-... _--_,.,......_..--_.______.. ._.�_-- _ _._ _-_'______ .. _. - __. ___..__ _-_ ,- ., ... _
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-.,-...,-•.-..w�.wrw�.w..+w+'+.sn wr •w. n-w+�nrn. as .+s lxc1A41 wr-1 ��'�'('Y:7 •,: i ..�..,-%'.••�.•

7)- 1009
d�l
EXISTING- LIMITS OF CONSTRUCTION
SEDIMEN
BASIN
N
T '6'A6�DIMEN DRAIN
AGE AREA
1A )BAS�N
4 D3 =O.C19 ACRES
61
lo, lo,
NITRIPGATION LiN
\ / // , 11 } I + rj��%//'� '/ ''/fie", ,11 t ` �( — — A
8 ' LONG
l000, lo,
W,
V,
loo
iq V5
wl , REMOVE -
MINN, , Waft..
TM aft*
It
r.
t
ri
. ; I TR
LANDFILL I i I -, .\'-
T hIJ' ION
'-\v•
405 -- — — — — ---
BORRON P I T x
�\W'v\A"A. I I
x
405
v It
X
X
A
.........
x x
VI',
r Z
f x x loll
1{ I i 1 t ,I '1
I -/, I
SWALE
lo,
RA LINED—,�, 400—,
CH N EL d3
4" SANITARY SEW�LE
SEE SCALE -,5 DRAWINGS Hop
.. .. .... . .
Q) x
77 Soo
•
410— 0 Emma". X,
0 -i:ZLAN "All x 111,1w; kq ( -SECTION
AIt 11 DI 1100
411— TD 00
x
C.O.
412 G.O.
C14 413 low FES
�• l 44 1
>)
J '000a
SEPTIC C.O.
140 LF Sff,�
b ♦ TANK tq _W1 ?
COD
*41*
A2
!F H HAS
OLD TANK 4%
X'
4F#
411 ...........
PROJECT BASE LINE @ NC 3cl
ow,
STATION 0+00
a 00
SCALE ,'HOUSE PROVIDED
r
F
go- 4V
BY HASTE INDUSTRIES
*0\
V 400. PVC
let
40 I
INS
V
TEMPORARY
TALL TEi
DRAI'NAGE AREA
J ----- ---- CONSTRUCTION ENTRANCE
3 %1 1 ' ' ­ " ��t I
A LIN D. I I'll I 1. 1,
N , ll� i - ",,W '0 71 ACRES
(A
NEL
V, va PUMP HOUSE
DI it
—4
It \Ile
CONSTRUCTION SCHEDULE
1. Review approved Erosion and Sediment Control Plan, maintain a copy of plan on site and follow the
approved Erosion Control Plan.
2. Obtain other applicable permits,
3. Install temporary construction entrance.
4. Clear and grub site. Install temporary diversion ditches and silt fences as clearing progresses.
5. Proceed to rough grade site. Remove and stockpile topsoil to a location indicated on he plans.
Install sediment fencing around the downstream side of the topsoil stockpiling area.
6. Construct building retaining walls, slabs and place subgrade to pavement to elevations indicated on
7. fplans. Construct and stabilize side slopes with vegetation.
n1s tall all gravel drives and parking areas on the facility.
8. Complete final grading of site, Permanently seed all disturbed and landscaped
areas in accordance with Seeding No. 1P Practice - Standards and Specifications in APPENDIX.
9. All erosion and sediment control practices will be inspected weekly and after each rainfall event.
Repair as necessary to maintain originalworkingorder.
10. Upon completion at construction and once site is stabilized, remove temporary sediment
traps, silt fencing, diversion ditches and other temporary erosion control measures.
11. Install permanent vegetation 'on the remaining disturbed areas.
-CONSTRUCTION NOTES
1. All land shown on this drawing west of NC Highway 39 is owned by Herman Davis.
The borrow area and the proposed Transfer Station lands are leased from Herman Davis.
Vance County leases the borrow area. Waste Industries, Inc. is leasee of the Transfer
Station land including egress.
2. Disturbed area calculates 2.97 acres.
GRAPHIC SCALE
ol 50, 1001
RUM. DESCRIPTIONS DATE
REVISIONS
CA
S AL j L
E.
769
% 7
DATE
%
0
Z
110 I-F
loop, 3 /j
Us
INS ALL sqPIMEk - T
51 _X 25".X, \,5,1 )MEE
- � 1, ­' , / ,
SEE \DETAIL 2 I It R, G', A, R! E
Ik
R, E
' EXISTINGt
2411 RCP
7,
it
Qj
Vi
TRf_E LINE
It (TYP)
I, r
DESIGNED
DRAWN MC
CHECKED
PROJ.ENG.
TRIANGLE
ENVIRONMENTAL RALEIGH, N.C,
INC. CHARLOTTE, N.C.
WASTE INDUSTRIES
SOLID WASTE TRANSFER STATION
VANCE COUNTY, N.C.
EROSION CONTROL PLAN
NEW 15" RCP - 172 L.F.
MATCH AND RESHAPE
EXISTING DITCH
DATE: 7-7-97
TO PROJ.0 750-0119
DWG FILE 0 WMX-l.DGN
SCALE
HORIZONTAL:
AS SHOWN
SHEET NO.
C 3
I OF:

I... .,
12 MP Risepipe For Selected fill
r
rinc I s p placed in layyers
p p y and compacted
(b) 1/2 " perforation Trash rack/
with #57 ston for Anti -Vortex
dewatering de e Device
PRINCIPAL
SPILLWAY
BOTTOM OF
BASIN
LI
Anti -flotation
block Principal sp ay
Concrete (2'X2'X 19 8" PVC, barrel
CONSTRUCTION SPECIFICATIONS
I. 51TE PREPARATIONS ---CLEAR, GRUB, AND STRIP TOPSOIL FROM AREAS UNDER THE E
BANKMENT TO REMOVE TREES, VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERI
TO FACILITATE SEDIMENT GLEANOUT AND RESTORATION, CLEAR THE POOL AREA OF ALL
BRUSH, TREES, AND OTHER OBJECTIONABLE MATERIALS. 5TOGKPILE ALL TOP501L OR 501E
CONTAINING ORGANIC MATTER FOR USE ON THE OUTER SHELL OF THE EMBANKMENT TO
FACILITATE VEGETATIVE ESTABLISHMENT. PLACE TEMPORARY SEDIMENT CONTROL MEANU
BELOW THE BA51N AS NEEDED.
2. GUT -OFF TRENCH ---EXCAVATE A GUT -OFF TRENCH ALONG THE CENTERLINE OF ARTH
FILL EMBANKMENT. GUT THE TRENCH TO STABLE 501L MATERIAL, BUT IN NO GA5 AKE IT
LE55 THAN 2 FT. DEEP. THE GUT -OFF TRENCH MUST EXTEND INTO BOTH ABUTM 5 TO AT
LEAST THE ELEVATION OF THE R15ER CREST. MAKE THE MINIMUM BOTTOM TH WIDE
ENOUGH TO PERMIT OPERATION OF EXCAVATION AND COMPACTION EQU ENT BUT IN NO
CASE LE55 THAN 2 FT. MAKE 51DE SLOPES OF THE TRENCH NO STEEP THAN I I I. GOM-
PAGTION REQUIREMENTS ARE THE SAME AS TH05E FOR THE EMBA ENT. KEEP THE TRENCH
DRY DURING BACKFILLING AND COMPACTION OPERATIONS.
3. EMBANKMENT ---TAKE FILL MATERIAL FROM THE APPRO AREAS 5HONN ON THE PLANS.
IT SHOULD BE GLEAN MINERAL SOIL, FREE OF ROOT5, Y VEGETATION, ROCKS, AND
OTHER ABJECTIONABLE MATERIAL. SCARIFY AREAS HHIGH FILL IS TO BE PLACED
BEFORE PLACING FILL. THE FILL MATERIAL MUST G TAIN SUFFICIENT MOISTURE 50 IT
CAN BE FORMED BY HAND INTO A BALL WITHOU RUMBLING. IF WATER CAN BE SQUEEZED
OUT OF THE BALL, IT 15 TOO NET FOR PROP COMPACTION. PLACE FILL MATERIAL IN 6
TO 8-INCH CONTINUOUS LAYERS OVER TH TIRE LENGHT OH THE FILL AREA AND THEN
COMPACT IT. COMPACTION MAY BE OB INED BY ROUTING THE CONSTRUCTION HAULING
EQUIPMENT OVER THE FILL 50 THAT E ENTIRE SURFACE OF EACH LAYER 15 TRAVERSED
BY AT LEAST ONE WHEEL OR TRACK OF THE HEAVY EQUIPMENT, OR A COMPACTOR MAY
BE USED. CONSTRUCT THE EME KMENT TO AN ELEVATION IO%HIGHER THAN THE DESIGN
HEIGHT TO ALLOW FOR 5E INC.
4. CONDUIT SPILLWAY --SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB
TO MAKE A WATER HT STRUCTURAL CONNECTION, SECURE ALL CONNECTIONS BETWEEN BAR-
REL SECTIONS APPROVED WATERTIGHT ASSEMBLIES. PLACE THE BARREL AND R15ER ON A
FIRM, SMOOT OUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH
AS SAND, VEL, OR CRUSHED STONE AS BAGKFILL AROUND THE PIPE OR ANTI -SEEP
GOLLA . PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INGH LAYERS AND
GOM GT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE
AGENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RA15E THE PIPE FROM FIRM CONTACT
ITH ITS FOUNDATION HHEN COMPACTING UNDER THE PIPE HAUNCHES.
12" GAUGE 4" X 4" OR 2" X 4" HELPED
EG TEMPORARY WIRE HOOKED ONTO PERFORMED CHANNELS
ON METAL P05T5
5 SILT PENCE
SILT FENGE
4
m
— Emergency spillway
Freeboard - I' min.
TOP EMBANKMENT
EMERGENCY
�;.'• :;:';::•',•. SPILLWAY
TE ORAW r EG
one S I MENT BASIN a
r
f Embankment Stabilized
Anti -see with vegetation
collar p 2.5:1 slope max.
LGut-off tre h, Stabilized outlet
2' deep
PLAG MINIMUM DEPTH OF 2 FT. OF HAND -COMPACTED BAGKFILL OVER THE PIPE SPILL -
WA EFORE GROSSING IT WITH CONSTRUCTION AQUIPMENT. ANCHOR THE R15ER IN PLACE
CONCRETE OR OTHER SATISFACTORY MEANS TO PREVENT FLOTATION. IN NO CASE SHOULD
HE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE
BANKMENT 15 COMPLETE.
5. EM ENGY SPILLWAY ---INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE
AGHI NT OF PLANNED ELEVATIONS, GRADE, DESIGN NIDTH, AND ENTRANCE AND EXIT
CHANNEL 5 PIES ARE CRITICAL TO THE 5UGGE55FUL OPERATION OF THE EMERGENCY SPILL-
WAY.
6. INLETS --- 015CHA E WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE
DIVERSIONS KITH OUT PROTECTION TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER
END OF THE POOL AREA IMPROVE BASIN TRAP EFFICIENCY (REFERENCES. RUNOFF
CONTROL MEASURES AND ET PROTEGTIOW.
T ER0510N CONTROL ---CONS T THE STRUCTURE 50 THAT THE DISTURBED AREA 15
MINIMIZED. DIVERT 5URFAGE HATE Y FROM BARE AREAS. COMPLETE THE EMBANKMENT
BEFORE THE AREA 15 CLEARED. 5TA IZE THE EMERGENCY SPILLWAY EMBANKMENT AND
ALL OTHER DISTURBED AREAS ABOVE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY
AFTER CONSTRUCTION (REFERENGE5, SURF STABILIZATION).
8. SAFETY--- SEDIMENT BASINS MAY ATTRACT DREN AND GAN BE DANGEROUS. AVOID
STEEP 51DE SLOPES, AND FENCE AND MARK BA51N ITH WARNING SIGNS IF TRESPASSING
15 LIKELY. FOLLOW ALL STATE AND LOCAL REQUIREM S.
CHECK SEDIMENT BASINS AFTER PERIODS OF SIGNIFICANT OFF. REMOVE SEDIMENT AND
RESTORE THE BA51N TO ITS ORIGINAL DIMENSIONS WHEN 5EDIM ACCUMULATES TO ONE-
HALF THE DESIGN DEPTH.
CHECK THE EMBANKMENT, 5PILLWAYS, AND OUTLET FOR EROSION DAM AND INSPECT THE
EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPA IMMEDIATELY.
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL, AREA.
MAX. SEDIMENT STORAGE LEVEL.
REMOVE 5EDIMENT WHEN THI5 LEVEL
15 REACHED OR A5 DIRECTED BY
EROSION CONTROL OFFICER
NATURAL GRADE "
ULTRAVIOLET RE515TANT (BLACK) MIRIFI 100
5EGUREP TO HIRE
ETAL CLIPS
OR WIRE® 8" OFF CENTER
GARRY 6" OF WIRE INTO TRENGH GARRY APPROX. 12" OF FABRIG INTO TRENCH,
COVER W501L AND TAMP BAGKFILL
3
METAL P05T AT 10'-0" O.G. MAX
AT 18" DEEP MIN.
2
COMPACTED SOIL
18" MIN. C�A
�IIII mill l •�IIII�IIII III I III I _ - _ I �
IIII�IIII�IIII�IIII�illl�illl�llll�llll �IIII �IIII�IIII�IIII III
6' TYPICAL
GON5TRUGTION I. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER
5PEG I F I GAT I ON5 OBJECTABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED GROSS SECTION MEETS ALL DESIGN
REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE 15 NOT LONER AT ANY POINT THAN
THE DE516N ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE
REGRADING AND GLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL
REMAIN IN PLACE LE55 THAN 30 WORKING DAYS.
TEMPORARY D I VEi�510N DITCH
G4 —ro—mom—r DIVERSION DITCH
DESIGNED GHH
DRAWN RTO
CHECKED GWH
PROJ. ENG. GWH
TRIANGLE
ENVIRONMENTAL RALEIGH, N.G.
NG. CHARLOTTE, N.G.
_�� �.—......�.,......r—w-.—..,w .�mwa..avo ttMy �%nYN•�ww'�—...,�+.._.—�...._._.�..�......_.....—......—.•�..rr.v+.�urw�rrt»r, r.,kl.,1�Mn YY,r+►�wano...'^�ww.�+.•..w�......ew. w.w+.T�r.-v.�....—...�—..—....—...--.. ...-
I '
I5 5' MAX.
12' »5T /
WP6HED STONE
ILTER FABRIC
6' GRAVEL BEDDI 2' DEEP, 2' WIDE KEYWAY
CRO55 SECTION
DE516N 21' MIN.
SETTLED OVERFILL
TOP FOR SETTLEE
MENT
SEE PLAN
WMIN 2,1 E
5' AX. LOPE
� R6ENGY
FILL BY—PASS
6' BELOW
I.1 SIDE SETTLED TOP
SLOPE MAX. GRO RAL OF DAM
3' MAX. SILT W &RAVEL BEDDING
STORAGE DEPTH
15' GLEANOUT ILTER FABRIC
KEYWAY D P
STONE SECTION
CONSTRUCTION
SPECIFICATIONS
I. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND
ROOT MAT. REMOVE ALL SURFACE 501L CONTAINING HIGH AMOUNTS OF ORGANIC MATTER
AND STOCKPILE OR D15POSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO
THE DESIGNATED DISPOSAL AREA.
2. EN50RE THAT FILL MATERIAL FOR THE EMBANKMENT 15 FREE OF ROOTS, WOODY VEGET-
TION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS
NOT TO EXCEED q INCHES AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6
INCHES TO ALLOW FOR SETTLEMENT.
3. CON5TRUGT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION BE-
TWEEN THE RIPRAP AND THE SOIL FROM PIPING BY USING FILTER FABRIC AND 6" SAND
BEDDING OR A KEYWAY CUTOFF TRENCH BETWEEN THE RIPRAP STRUCTURE AND THE SOIL.
• PLACE THE FILTER FABRIC BETWEEN THE BEDDING AND SOIL. EXTEND THE FABRIC
ACRO55 THE SPILLWAY FOUNDATION AND SIDES TO THE TOP OF THE DAM OR
• EXCAVATE A KEYWAY TRENCH ALONG THE CENTERLINE OF THE SPILLWAY FOUNDATION
EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM. THE TRENCH SHOULD
BE AT LEAST 2 FT. DEEP AND 2 FT. WIDE WITH III SIDES SLOPES.
4. GLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE 5PILLWAY TO
FACILITATE SEDIMENT CLEANOUT.
5. ALL CUT AND FILL SLOPES SHOULD BE 21 1 OR FLATTER.
6. ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM
BOTTOM WIDTH OF 3 FT. AND MAXIMUM 51DE SLOPES OF III THAT EXTEND TO THE
BOTTOM OF THE SPILLWAY SECTION.
7. CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH,• A5 5HONN ON
THE PLANS, WITH 2.1 51DE SLOPES EXTENDING TO THE TOP OF THE OVER FILLED EMBANK-
MENT. KEEP THE THIGKNE55 OF THE SIDES OF THE 5PILLNAY OUTLET STRUCTURE
AT A MINIMUM OF 21 INCHES. THE WEIR MUST BE LEVEL AND CONSTRUCTED TO GRADE
TO ASSURE DESIGN CAPABILITY. USE STONE WITH A d50 51ZE OF q INCHES ( CLA55 B
EROSION CONTROL STONE 15 RECOMMENDED)
8. MATERIAL USED IN THE STONE SECTION SHOULD BE WELL -GRADED MIXTURE OF ON
AND A MAXIMUM STONE 51ZE OF 14 INCHES. THE STONE MAY BE MACHINE PLACED
AND THE SMALLER STONES WORKED INTO THE VOIDS OF THE LARGER STONES. THE STONE
SHOULD BE HARD, ANGULAR, AND HIGHLY WEATHER -RESISTANT.
q. ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST
THE TOE OF THE EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND OUTLET
VELOCITY 15 AGGEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF THE STONE
OUTLET SECTION FLUSH WITH THE SURROUNDING GROUND AND SHAPE THE CENTER TO
CONFINE THE OVERFLOW STREAM.
10. DIRECT EMERGENGY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS
50 THAT FLOW WILL NOT DAMAGE THE EMBANKMENT.
11. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT
POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION.
ST
G4 TEMPORARY 5ED I MENT TRAP
FINISHED
FINAL
BAGKFILL
UNDISTURBED
SOIL
21-011
INITIAL
BAGKFILL ,
b" O.D. OF PIP 6" MINIMUM SIDE CLEARANCE
12" O.D. OF PIP 12" MAXIMUM 51DE CLEARANCE
TYPICAL TRENCH BOTTOM DIMEN51ON5
FOR REINFORCED CONCRETE PIPE.
NOTES
I. TRENCHES REQUIRING SHORING AND BRAGING, DIMEN51ONS SHALL BE TAKEN
FROM THE INSIDE FACE OF THE SHORING AND BRAGING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BAGKFILL.
3. ALL BAGKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BAGKFILL SHALL BE TAMPED IN (9" LAYERS IN TRAFFIC, AREAS, 12" IN
NON -TRAFFIC AREAS.
5. 3' MINIMUM COVER FOR WATER MAINS.
b. 5' MINIMUM COVER FOR 5EWER MAINS IN TRAFFIC AREAS.
3' MINIMUM COVER FOR 5EWER MAINS IN NON -TRAFFIC, AREAS.
PT
G4' PIPE TRENCH
WASTE I NDU5TR1 E5, INC.
50L 1 D HASTE TRANSFER STATION
VANCE COUNTI', INC
7
Or,
Mo
0c) O —7'k-b)V� I 1 0r
o°C��O0 ' .0 O O�
0 O 0� ' O
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6)0
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2"-3" GOAR5E AGGREGATE
TEMPORARY
eG CONSTRUCTION ENTRANCE
lj NOT TO SCALE
PLAN
WITH COPING REMOVED
V t V'T
9
�D
UJ
Q
DEWEY BROS. GH-BN-4
OR APPROVED EQUAL
2'-6"
2'-0"
91
ill � D D D' •�
V C�J
5EGTION X-X 5EGTION Y-Y
DROP INLET DETAIL
TOP:
BOTTOM:
TEMPORARY RISER
G4
EROSION CONTROL 8
SITE DETAILS
12" GMP R15ER
8" PVG BARREL
DATE: 06 AUGUST Iggl
TE PROJ # 150-0119
FILE, DETAIL5.PR0
SCALE
HORIZONTAL:
I "=20'
VERTICAL:
WA
SHEET NO.
C-4
OF$
.."anre,gmamr�rmmrvirs.�sr•�mva�mcrwrar,-s¢e3t¢'uzu•!w��^•w^•,+�•,�—.-.._..•

0
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B" DIA. SCH 40 STEEL PIPE
FILL SOLIDLY TO ROUND CAP
WITH CONCRETE, PAINT SAFETY
YELLOW
CONCRETE
4" MIN.
-- �- 24" MIN.
BOLLARD DETAIL
NOT TO SCALE
PAVEMENT SCHEDULE
i�•�iI i�•�iI i�•�iI i�•�iI i�•�iI i
••�•IiI ••�•IIOF
••�•Ii ••,•t1/� ••,•tip ••
�— IB'I CABC
GEOTEXTILE FABRIC-MIRAFI 600X
1-2 ASPHALT
• i�•�i• i�•�i/ i�•�iI i�•�i11
CDC
i�•�iI•
10" CABC
:-O•
• X 2.0
;CONCRETE
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�I AA • (`I _•A • t1/jI �� • t�j� �A •
�jI �A •
4" HIGH BLACK LETTERS
2" HIGH BLACK LETTERS
4' x 6' x 1/2" BC GRADE
PLYWOOD PAINTED
WHITE ON FRONT,
BACK 4 SIDES
Waste Industries - Vance Count
olid Waste Transfer Station
HOURS of OPERATION
Mondayy - Frtday 7100 AM - 4150 PM
Saturday 8100 AM - 1100 PM
Sunday CLOSED
RULES of OPERATIONS EMERGENCIES, CALL 911 or 492-xxxx
Follow signs II
No hazardous wastes accepted 1/2 NUT 4 BOLTS
No liquid wastes accepted WITH WASHERS
No asbestos accepted
Barrels w Drums accepted only If perforated and empty (6 SETS REQ'D)
Tires, White Goods and yard waste must be disposed or stored
In designated areas at the Construction and Demolition Debris Landfill
O 0
Permit No. NC - 91 - XX
I I
I
11-0" 4'-011 1_OII
411x4"x10, I
I TREATED LUMBER
I I
I I
n n /ir \//\\
°
\
° °
/
\\\�\\,\\\i�\\
12" CONCRETE ALL AROUND
@ 3"± FROM BOTTOM OF TIMBER
ENTRANCE SIGN
NOT TO SCALE
,tr
REV.NO. DESCRIPTIONS
REVISIONS
f
i
i
I
1 . __sees-.,r.-.•.-...,.sax wn,x,>.•e•w•*n..•._...�----__....� --
••-rnry17'+"�K aRR+pS.S'.TY,. -.car x. sees., ..•....+......_...... .
Waste Industries Inc. — Vance Coun
-� Solid Waste Transfer Station
HOURS of OPERATION:
Monday - Friday 7:00 AM - 4:30 PM
Saturday 8:00 AM - 1:00 PM
`y Sunday CLOSED
RULES of OPERATION: EMERGENCIES, CALL 911 or 492-xxxx
Follow Signs
No hazardous wastes accepted
No liquid wastes accepted
No asbestos accepted
Barrels & Drums accepted only if perforated and empty
Tires, White Goods and yard waste must be disposed or stored
in designated areas at the Construction and Demolition Debris Landfill
Permit No. NC - 91 - XX
DESIGNED
DRAWN M C
CHECKED
PROJ. ENG.
31 — 0"
e e e e e eA e e p
+--'Jeer— L— •Lr �. •�J-1� L.L+�i,L..— 1r'•. -' -
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(TYP) � i.
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PLAN V I EN
M an
�' MIN'. #57 STON E
SECTION VI EN
1 / 500 GALLON HOLDING TANK
NOT TO SCALE
NOTE: 4,000 PSI AT 25 DAYS
301-01,
1_011. 61_OII
I" PER FOOT
I/2" PER FOOT
I" PER FOOT I 1/211 PER FOOT
,
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� IB" CABC I:I
GEOTEXTILE FABRIC j
TYPICAL ROAD CROSS SECTION
(_• 11 21-011
1/2 "RAD V
3" RAD. /� 1/8 " RAD.
1211511
-
ST 2'-6" CONCRETE
2 SPILL CURB & GUTTER
TRIANGLE
ENVIRONMENTAL RALEIGH, N.C.
INC. CHARLOTTE, N.C.
NOT TO SCALE
g 11 21- 011
1/2 "RAD
11 e 3" RAD. 1/8 " RAD.
1211 _
e - Q -- - _
-a e -
ST 2'-6" CONCRETE
CURB & GUTTER
WASTE INDUSTRIES
SOLID WASTE TRANSFER STATION
VANCE COUNTY, N.C.
FILL W/EPDXY SEALANT
AFTER SAW CUT —\
CON
SAW -CUT 1/5" WIDE X 2" DEEP
EA
x'---x
(oX6 W 2.0X2.0NWF
n n
CRETE-SAN CUT (SJ)
CONTROL JOINT
NOT TO SCALE
I FILL W/EPDXY SEALANT
TOOL EDGE
r;
♦ ♦ s s p p ,
♦♦ ♦ ♦ p ► A
-= x--= x = -=—= X x —
p • p
' .• '. n n r n n p
2'-0" LONG X 3/4" DIA. SMOOTH RODS
@ IV' O.C. (GREASE ONE END)
CONCRETE SLAB ( XJ
CONSTRUCTION JOINT
NOT TO SCALE
FILL W%EPDXY SEALANT 3/4" CHAMPFER
EXPANSION JOINT MATERIAL
s ♦ p ♦
CONCRETE SLAB ( EJ
EXPANSION JOINT
NOT TO SCALE
TYPICAL -PLACE
#5 REBA
SHAPE t B=36" C=3611
0-12" H=48"
:J OR XJ
;ONCRETE
� EJ OR XJ
CONCRETE CR CORNER REINFORCEMENT
PLAN V I EN
NOT TO SCALE
PROJECT DETAILS
DATE 7-7-97
TO PROJ.* 750-0119
DWG FILE * WMX-1.DGN
SCALE
HORIZONTAL:
AS SHOWN
SHEET NO.
C-6
OF:

16"x24" MIRROR —
cn
INSULATE HOT WATER
AND DRAIN PIPING
36" GRF
42" GRF
TOILET PAPE
HOLDE
Toilet Elevs.
SCRLE: 3/8" = V-0"
u
Floor Plan
SCALE: 1/8" = V-0"
GENERAL NOTES
1. ALL STUD WRLLS AT OFFICE/TOILET AREA ARE TO BE
3 5/8" 18 GA. METAL STUDS a 16" O.C. INTERIOR
FACES OF WALLS TO HAVE 5/8" GYP. BOARD. EXTERIOR OF
WALLS TO BE COVERED W/ METAL WALL PANELS ON
1/2" HAT CHANNELS AT 16" O.C. VERT. PROVIDE DIAGONAL
STRAP BRACING IN BOTH DIRECTIONS AT EACH CORNER.
ROOF JOISTS TO BE 8" 18 GA. METAL JOISTS a 16" O.C.
PROVIDE SOLID BLOCKING BETWEEN LAST THREE JOISTS
ON EACH END, AND STRAP BRACING TOP AND BOTTOM
AT JOIST MIDPOINT.
2. BUILDING STRUCTURE IS A PRE-ENGINEERED FRAME. COLUMN
LOCATIONS FIRE APPROXIMATE AND SHOULD BE VERIFIED
BY BUILDING MANUFACTURER BEFORE FOOTINGS ARE POURED.
DOOR SCHEDULE
MARK
FRAME
DOOR
SIZE (W x H x T)
H/W SET
REMARKS
1
HOL. METAL
HOLLOW METAL
3'-0" x 7'-0" x 1 3/4"
LOCKSET, CLOSER, WEATHERSTRIP
GLASS TOP HALF
2
HOL. METAL
HOLLOW METAL
7-0" x 7'-0" x 1 3/4"
LOCKSET, CLOSER, WEATHERSTRIP
GLASS TOP HALF
3
HOL. METAL
HOLLOW METAL
3-0" x 7'-0" x 1 3/4"
TOILET PRIVACY LOCK
WINDOW SCHEDULE
MRRK
FRAME
SASH
GLASS
SIZE (W x H)
REMARKS
A
ALUMINUM
ALUMINUM
5/8" INSUL. GLASS
2'-6" x 7-6"
HORIZONTAL SLIDING, HERD a 7'-0" AFF.
B
ALUMINUM
ALUMINUM
5/8" INSUL. GLASS
V-0" x 3-0"
HORIZONTAL SLIDING, HERD a 7'-0" R.F.F.
0

METI
Left Elevation
SCALE: 1/8" = 1'-0"
TPOIJRI II(`FMT L1011 POAIFI 4
GUT
DOW
PHASE II PHASE I
1
MFTAI Wal I POAIFI R
BOLLRRD
(TYPICAU
Front Elevation
SCALE: 1/8" = 1'-0"
48" FXHAl1ST FAN
Rear Elevation
SCALE: 1/8" = 1'-0"
PHRSE I PHASE II
1
MFTAI M ITTFPS amn TPANGI I Ir'P'MT WOI I PIMMM R
_ FUTURE ADDITION
BOLLARD
Riqht Elevation 3
SCALE: 1/8" = 1'-0" A2
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1" INTE
PHASE III PHASE I
t
t
ERVE TRIM I
-------------------------------------------- - - - - -- —
TRANSLUCENT WALL PANELS
FUTURE BUILDING
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
I
I CONC. FILLED METAL PAN ,
STAIRS, SEE DETAIL
ON SHT. R-4
I
STAIR BRACKETS, SEE •�
STRUCT. DRWGS. 6'
I
I
.e
rHFMFR PI ATF
9'-2" 3'-0" 5-2" L
It TREADS 9 10" LANDING 11 TREADS 9 10"
Stair Detail
SCALE: 3/8" = 1'-0"
L- SINGLE SLOPE RIGID FRAME
(PHASE I)
6'-0" LONG TRANSLUCENT WALL
PANELS AT TOP OF EACH
SIDEWRLL. PANELS TO MATCH
PROFILE OF WALL PANELS BELOW
WALL GIRTS, SPACING PER
MRNUFACTURER'S REQUIREMENTS
FOR WALL PANELS
METAL WALL PANELS TO
22'-0" ABOVE FIN. FLOOR
COORDINATE LOCATION OF WALL
W/ ACTUAL COL. LOCATION
CONCRETE FOUNDATION WALL,
SEE STRUCT. DRWGS. FOR
THICKNESS AND REINFORCING
Buildin
SCALE: 3/
CONCRETE FLOOR SLAB,
SLOPE TO HOPPER, SEE
FLOOR PLAN
Section
12
--] 1/2
1
A3
CONC. PUSH WALL
BEYOND, SEE PLAN
STANDING SEAM METAL
ROOF PANELS
8" ROOF PURLINS, GAGE AS
REQUIRED BY MRNUF.
METAL GUTTERS AND
DOWNSPOUTS
6'-0" LONG TRANSLUCENT WALL
PANELS AT TOP OF EACH
SIDEWRLL. PANELS TO MATCH
PROFILE OF WALL PANELS BELOW
FLASHING
12
�•r
METAL ROOF PANELS
1 1/2" 20 GA. HAT
CHANNELS 9 24" O.C.
8" 18 GA. METAL JOISTS
9 16" O.C.
6" R-30 BATT INSULATION
METAL GUTTER AND DOWNSPOUTS
LRY-IN CEILING GRID AND
TILE 9 W-0" R.F.F.
3 5/8" 18 GA. METAL STUDS
9 16" O.C. W/ 3 1/2" R-13
BATT INSULATION
1/2" METAL HAT CHANNELS
9 16" O.C. VERT.
METAL WALL PANELS
4" CONC. SLAB 9 OFFICE/TOILET
CONCRETE FOUNDATION WALLS,
SEE STRUCT. DRWGS. FOR SIZE
AND REINFORCING
i
FER
NELS
RT.
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rtilt��4
Sheet
ZR�3
L-; V 11'\-411 1 \-4 �i t, Le I U I I f z N STRUCT. DRWGS. FOR SIZE
AND REINFORCING
SCALE: 3/16" = 1'-0" A3