NCD980557656_20051020_NC State University (Lot 86 Farm Unit 1)_FRBCERCLA RD_Final Design Plan for the Groundwater Extraction Treatment System-OCR

'
FINAL DESIGN PLAN
FOR THE
'.'J
'' ·. ·.· ,_ ..,_, -
GROUNDWATER EXTRACTION AND TREATMENT SYSTEM
AT
NCSU LOT 86 SITE, RALEIGH, NORTH CAROLINA
USGS 7.5' RALEIGH WEST, NC QUADRANGLE
2,000' 0 2,000'
SCALE 1'.24,000
VICINITY MAP
t
NCSU LOT 86 SITE
RALEIGH, NORTH CAROLINA
PREPARED FOR:
NORTH CAROLI.NA
STATE UNIVERSITY
FACILITIES PLANNING
AND DESIGN
CAMPUS BOX 7.216
ENVIRONMENTAL AFFAIRS
CAMPUS BOX 8007
RALElGH, NORTH CAROLINA 27695
G-001
R-101
R-102
R-103
C-101
C-102
C-103
C-201
C-202
C-203
C-301
A-101
M-101
S-101
E-101
E-'102
E-103
E-104
Sheet Index
Cover and Sheet Index
Existing Conditions
Process and Instrumentation Diagram
Practice Fields Utility Plan
Sediment and Erosion Control Plan
Proposed Treatment System Layout
Utility Connection Ptan.
Treatment System Plan and Profile-Extraction Wells Along Wade Ave.
Treatment System Plan and Profile-Wells Along North Fence Line
Treatment System Plan and Profile-Wells And Trench Along West Fence Line
Treatment Building Plan and Section Views
Architectural Elevations and Wall Section
Heating Ventilating & Plumbing Ptan
Foundation Plan Details and Section Views
Etectrical Site Plan
Treatment building power and lighting plan
Electrical Rack and Panel Details
Legend and Schedules
I
LOCATION MAP
Prepared By: •
. . . . . ~.: .
Ml! Cl TES
C30104
5825 Triangle Jriv~
Raleigh, NC 27617
12/20/2005
[phone] (Phon. e)
[phone] (Fax)
' -'· _1; . __ :.
............. _____ ........
........ ........ _________ __
---~. ~-~, '\_.,,, RAP CHANNELTO-
'---\ -RIP -ED TRIBUTARY -\_/~ ¥~":i.LAM□ CREEK --------~------, "· " '"
--.\ ------... "··-... "'i<z ~-~ £sr BouNo
·,, -~ r, """""~""•,-.,, W40£ ,_ .,, -•. ___ ·---· o to WARoS "'~, .. _ 4 V£Nu,, F ~ \) , J -~ ··-.... 4 Mi[[ "O· . ----~----Xl[Ns10N
. ~""~ \ / ,---~..__ ! ""'"'-.. ,,_,. " AD "•-.•• /
, ·--, ""'1ic·'u,... -·-,, "h, ,.. '•,,,_______ J .. ,., """'~ · .. ,, __ --' ,
• "-,..,,~ i / ·-.. ,, ·----.. ro -,~~--
'~ .,_ II , ·--.. , __ ·-. . . o,s, &o . ···-, .... _&rut R1oc, ' ·----...... '"" '""'"'•·r"., / ~ • .... ,,, " · ", ·""' ~ '"'"'• . UNo W40, A!;[ ', .. "• Ro4D ----,,, ·'
'(, ~ / 1 -·· 4 -...,, ... ,.~c:;:;;.D~ """J · Nu, '~"'"·""" ' ",,. "•,, .. ·--..... , ', ]' 1' I • , "' •... . ·• '·-.
\ I T .,, '•. , ", '-.,
-----..................... --~-A,._,,'---\.~ I 4 .. , -. ..____ :f ·-... --.. ,,, ~"',,, I~ ! • I "•,... ' "•,,,, ~,~,~ .,, , ; ; ' ; T=m I -'" ""' ·•--•., I "•·-.. ,,, ·, .. ,_,"-,, , , jl I _,, ,/ ' ~· "~ ' -----.. ,,:>,
~--.___~-.____~~-~ ------------_ -~, '-'\._,r~.,< .. ~/ , / 4 1· ; ;J'ii"' , ,.,, '< ,,, ... _,,. ' "' -, ,, , ,
' ''' ~ ~ 4 : ,,,< + .. -..,,,,,,' -.... __ "·--., ",, .,, " ·,, " ' ' y , ' ,,,
-----~ / ), , v,.v-, . / 4 ")"',~ '<Vyy'r;"v'y-,, yy~~ ><,y ,.,,, ~,,, y
1
,,,,, .
·•,, ' "" , "'" , ' , ' ' " ,-\--
.,,_ / ' " ' '',;,
'•,,,, / ,, -,A
/ / /
/
/
/
/
( " -· .~..,~ ' ' .,,_ ,, , ", ' --...,, 4 , ' .,,_
',~,, // / / "'~ r, ~ ,, ,, .J'--' -, -_,,,___,,, __ ~w,z___
,' I ~ ,J/ ' • w A 'o\'<f::_:_ ½""'e
/
} ~-\ ~-/ i,1 '-,,_ '_ J -_'-._ ' RW-10 r r-:•~ ~Y,41: ___ ;;:\lc' 8
' (' ' ', j \ -~ ....... --....._, ---..--,,1,.,_MW-2 --~~--1"---.__...___
/
\ ~-~ '---( ---•-~ ADIO'CIIV,
,41)
' I \ cooTPRINT 0--\ ------------------'--\__..,I .i;so:07 ------------)x----......... __ _ LOI/I Lc.Vl:\:J\ 01::,POS'IL AREA
I ~--~'1 ,@) (OMf2 ~.,.,/ Mc\STE (, __ ,; ........ _ '"'-' I I'¾,,,,~ > ''"' \, I •= I ,;'f/1,,1 ·1(,
'\\ \ ',, I / I I i Ii{/ \ ',
\,\ / /1/~I \~ / ( l' / ,, ' • , 1, ,1 ,I 11'1
1
,,111 / ·,1· /IBEELINE
''\ '-\_ ---L TC --MW-3 I
•, \ •, ......... /"'. 1++-\ ' ' ! 1 I 1 , -•
: / ' ,/ / ,/ ~ X / ', / ~ '\\\ ', ',,,, \. ' """ ,. II /,,,,,t%~':'.~', / ii/Iii / I ,J~::~~\· ,,./~',,,.
, \ , ~ ""\. 'l).~ MW4~ """" \ \ 1 \ I / ( ., •~/ "// '\·,\ _ Jr
I
//
(''
/
// , //, , , " , \ \, '· , '"' ', \ \ \ 1 ) II ,/ , ,, '·
, / /y / / , 0 ' , ·, ·, ', • ·-' ·, ', \ \ \ ! / / ", '-c( ;J--}-.J,J-./ /' / ' \ \ ',_, ' ,/ / ,~,,JJ, / / / / "~Qi '\ '\\, ',,::,, \\~ ' \'ll) \ . """'* ,,/,,.,/' ,/ "" , ( x> . , / -:/ '-"' ,, ' .,. ;, ''0c \ v /' ,_. ,/ _,,. ,/ ''
/ /~, / / "/ "\,
(' / // /// , / \, l'... "'~\ \,. \ A ' \ ' ,,"" / / I ~ , ~ , ' //, ". ,~ ' "' / \, '°"$,, _..,/; / I '\ ,✓· /J / / ~/ / /;,~_ / <'.55(,/, / /' / C ~ /
\ /)<'., ,'.){ , ·~ / / \ /
, / 7✓ , /, , <Xv '-; ', \~"'-~ ',Y ; ,, \
/'x' / ·'.,,vy' -/ \' !-r ' / \ /~ / / / / / ' -I' \ ' I'@, '
' A/ , , , ,;. . '1 / /;' ', ' V /@ /✓ \
\, /'x' , / / / / :,_,, /' \, ', \, ll!J,; / \ ,,x;.,, , , ' .;:;f"' I ' ', ,,, \ /!!J,/ \ /
/ / ,,,.:;::,✓ ¾ ','::,'::,,, ''\,, \ '\ ~ \ \, -· \
/ / /~;/ ',"::,,, ','::,,, \ ', m, \, \ \, , v~f%. .,. ~ ,,, ¾,,¾ ,, , "' \, /'' // //:)
1/ !I '\ \ «,Ii}\, \, \ .,,/ 1/ ! ~·f A, ] /',__ \ //J:\, \ , , / .,~,/
f! ' I I•••-• ' ' • /' f. · ~ ) ' I I 'I \, ~l!j, \ '\, / ,;, Y-.,,,, .. / .. · •' .. ··
-
/ \ I
I
I / ', \@, \ / @,4 · ,' _,,-·"" ., f I I , , \, , @ \, ~.r,-•=. · .......
/ 1 / I I f \, ' , 1/J;.', \ ,./ i,j,'YT-•-:, .. · ....... -· -· ,,. ·" t , ; / ' , m" v'llill~?--\, 1
1
=•= = ' ""@, /lJ, LC .... . ' _,,. \( ' /,' ~ v r _, -
,\,,, j ' ! ~=~-; ,,07 .... ·••' " " " .. I J ---/ , .-C-------,, ,' ~---/ / >;<C, cc•, ,,s: ,-·
"''/
"/\-." " " . ., ... ,,,, .. .! I ...... · ,..---~--f-=<'~;><(',//(
-~'c.__..,~ ,\,'.',' _ _.------~,,,.,,J,_.__----\, \ ,,' , .\;,r, \ --~ ---s1,1; -\ ,, \ ~ ---~-·-r-'~=sss __ •·\·'' __ \ ..... ,, .. \ \ ,I . · \ \ / , .... ... . ....... \ \ \, . . . ' \ \ ,/ . I ' ,,,,,, \\______ .--CT \\"\ \ ,,,.,'\ \ I
/ ' \ /\ \ \ ' ,· \ \ \ ,,. \ \ I '1,, ' ' ', \: , , \ , \\ A\ \ \ , / \ , \''. \ \ \ ' .,,
1/
1'11
450.07
-Mlffl-
LEGEND
XTRACTtON WELL EXISTING E
D O_T_ BENCH MARK
~EVAT!ON (MSL}FT
BENCH MARK
MONfTORING WELL
tN LfNK FENCE EXJSTINGBE C~ WIRE WITH BAR
EXlSTlNG TREE UNE
LIGHT POLE
STORM DRAIN
SANITARY SEWER
POTABLE WATER
GRAPHIC SCALE
60 '1 ;' I
i inch -eo tt.
120 I
OUTFALL TO U=NOS TRIBUTARY TO
CllITK
\
ci C, 2 '
(OQ"tC fl)_~ f/} 0 (0 ~ ~
~_QJ~~="gi
-N..-0_1--
8 ig
0
J ::, • : -if)
0 O z z .. .. r .
0 0 u ci w .. ,w ··wz z z ::.::: ,_. ~ . ., CJ-5 u w-.::( aw uj·<(w~UO:::! WO::::C □(l)U.lL DOU
{/) a:::
UJ > ...I z 0
:::) UJ 0:::
l-<( ~ {1)0
<( ...J I
}-Q. I--
Cl) z 0:::
<C co 0 Z 00 Z
::i l-:r Q Orn a::: ...J ~
<( UJ
C) __J
I <(
I-a:::
0:: 0 z
(/) z
Q
l-
o z
0
0
C, z -t;
>< UJ
FIGURE NUMBER
R-10t
EXTRACTION WELL FIELD
WEl.l. VAULT
--T--1
PROPOSED GROIJNOWATER
EXTRACTION WELLS WITH
SUBMERSIBLE PUMPS
EXTRACTION WELL FIELD NOTES
~POWER.& CONTROL WfRING CONDUIT
Z'HDPE COLLECTION HEADER
------------------7
GENERAL NOTES
I
1
1
I
I
I
I
I
t
I
I
I
I
VENT TO
ATMOSPHERE
,--
l
I
I
CLEAN
OUT
2000
GAL
HOLDING
TANK
LS1
LS2
LS
FLOOR SUMP
--7
t
I
I
L ________ 7 1
1. RECOVERYWELLSWJLLBELOCATEDON
NCDOT PROPERTY AND REOUiRE AN
ENCROACHMENT AGREEMENT FOR THE
WELLS AND ASSOCIATED TREATMENT
SYSTEM PIPING.
1. FLOOR SUMP PROVIDED FOR SPILL
CONTAINMENT AND COLLECTION OF
WASH-OOWIII WATER
I I
I I L _________ _J
2. WR.LS SHALL BE 4" 11tWITH STAINLESS
STEEL CASING AND SCREEN. INSTRUMENT TABLE
3. THE EXTRACTION WELL FIELD SHALL
CONSIST OF 17 WELLS, INCLUDING TWO
EXISTING EXTRACTION WELLS,
FS-1 MEASURES TREATED EFFLUENT FLOW
4. EXTRACTION WELL PUMPS SHAU BE
STAINLESS STEEL ELECTRIC
SUBMERSIBLE TYPE.
FS-2 MEASURES BACKWASH FLOW RATE. FLOW
RATE SET BY THROTTLING VALVE 6
PROCESS SUMMARY TABLE
PROCESS/DESCRIPTION TARGET REMOVAL PROCESS CON.TAJMINANTS EFFICIENCY
THE PURPOSE OF THIS PROCESS IS TO REMOVE ORGANIC VOLATILE DEPENDENT ON NATURE OF INDIVIDUALCOMPOUNOSAS WELL
AIR COOTAMt!\tANTSFROM THE AQUEOUS PHASE BY TRANSFERRING ORGANIC ASCONflGUl!ATIO:NOF STRIPPER AND RATIO Of AIR AND WATER
THOSE CONTAMINANTS TO THE AIR THE PROCESS IS DESIGNED CONT AMIN.ANTS IN THE STRIPPER; DESIGNED TO ACHIEVE GREATER THAN 99"/o STRIPPING TO PROMOTE THAT TRANSFER BY MAXIMIZING CONTACT BETWEEN (VOC) 1'0R MOS voes AT AMBIENT TEMPERATURES.
AIR ANO WATER
THIS PROCESS COMPONENT IS INTENDED TO REMOVE ANY TOTAL
SOLIIJS THAT MAY BE IN THE PROCESS STREAM PRIOR TO THE SUSPENDED
CARTRIDGE GRAN\Jl.AR ACTIVATED CARBON FILTERS. SOL1DS MAYBE PRESENT SOLIDS
FILTER DUE TO SUSPENDED SOLIDS CARRIED THROUGH THE PROCESS IRON MANGANESE
FROM THE EXTRACTION WELLS OR PRECIPITATION AS A RESULT OF
THE AIR STRli'Pff'K, PROCESS.
ACTIVATED INCLUDED AS AN EFFLUENT POLISHING PROCESS TO ENSURE NON-POLAR ACTUAL REMOVAL IS DEPENDENT ON THE NATURE OF INDIVIDUAL
CARBON COMl'L1ANCE lMTH SURFACE WATER STANDARDS. ORGANlC COMPOUNDS.AS WELL AS CARBON BED DEPTtl AND OTHER
CONTAMINANTS FACTORS; DESIGNED TO ACHIEVE GREATER THAN 99% REMOVAL
OF TREATABLE CONT AMIN ANTS BASED ON DETECTION OF
CONTAMINANTS AFTER THE FIRST OF TWO CARBON UNITS IN
SERIES (BREAKTHROUGH).
ION SElECTNE INCLUDED TO REMOVE LOW LEVELS OF MERCURY TO MEET THE RESIN IS TO UTTLIZE AN ALIPHATIC THIOL FUNCTIONALITY
RESIN FILTER SURFACE WATER STANDARDS. MERCURY WHICH PRODUCES A VERY STABLE MERCAPTIDE WITH VERY LOW
SOLUBlUTY. LffERATURE lNOICATES SUCCESS lN REMOVAL OF
MERCURY FROM SURFACE WATER TO SURFACE WATER
STANDARDS USING THIS PROCESS (US DOE).
-,.,s -. ·~.
INSTRUMENT TABLE
ID FUNCTION TYPE MODEL
LS1 LEVEL ULTRASONIC Endress & Hauser Prosonic T, flange mounted, 4-20 mA
SENSOR Output
LS2 LEVEL FLOAT Endress & Hawer FTS20, normally open SENSOR SWITCH
LS3
LEVEL
ULTRASONIC Endress & Hawer Prosonic T, bracket mounted, 4-20
SENSOR mAOutpul
LS4 LEVEL FLOAT Endress & Hauser FTS20, nomlally closed SENSOR SWITCH
PS1 PRESSURE CAPACITNE Erdress & Hauser Cerabar T PMC 31, 0 to 50 psig
SENSOR CERAMIC , 4-20mA oulput
PS2 PRESSURE CAPACITNE Erdress&HawerCerabarT PMC 31, 0 to 50 psig
SENSOR CERAMIC range, 4-20 mA output
PS3 PRESSURE CAPACITTVE Endress& Hawer CerabarT PMC 31, 0 to 50 psig
SENSOR CERAMIC range, 4-20 mA output
FS1 FLOW MAGNETIC Endress & Hauser, ProMag 50, 2" diameter with wall
SENSOR FLOW METER mounted control paneL
FS2 FLOW MAGNETIC Erdress & Hawer, ProMag 50, 2" diameter with waij
SENSOR FLOWMEIER mounted control c!)anel.
. ..
SKID BOUNDARY r--------------------,
PLC
(SLC 504)
I l I
I 11
0 1--1)<1---i
1A
CARTR.IDGE
FILTER
AUTO DIALER
PANEL VIEW
OPERATOR
INERFACE
JIL ____________ _
I I
1-
VENT TO
ATMOSPHERE
--j ____ _
I I
I
I I
' I
I
I
1-
--+ - -
VENT TO
ATMOSPHERE
FS
I ~-'------'--+-~
I AIR
STRIPPER#2
I'~--=-~----+-~~
r----------------------------7
l I
l I
LS LS3
INTERMEDIATE
WETWEU
SKID BOUNDARY 1·-·-·-·-·-·--·-·-·-·--·-·-·-·-·-·-·-·-·-·---7
I ~-, I
I
Pl'.)OCESS
PU,,,PN0.2'
I
I
I
I I
LP-4
2A
CARTRIDGE
FILTER
28
-DIFFERENT
PRESSURE
SWITCH ~--,o
I
BACKWASH 8-
TO HEAD --------------r ~· -------------------------------7 OF PLANT -_ _ _ ___ _
8
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
IN-GROUND
OVERFLOW
TANK
LS4
LS
BACKWASH
PUMP
7
CV
5
4
, r ---·-·-·-·--·-·-·-· --·-·-·-·-·--·-·-·-7
p .1 I
i I
I I
l I GAC GAC IL ____________ _
---· ---_J
ION
SELECTIVE
RESIN
FILTER
ION
SELECTIVE
RESIN
FILTER
I I I
r
I
I
l
I
I
NPDES
DISCHARGE
CV
BFV
t----I
L ______ -·-·-·--·-·---·-·-·--- - - - j 6 SKID BOUNDARY ,
500LBS.
I '--------L - --"-·-·-·-· . SKID BOUNDARY
500 LBS. I
ii
I I
I ii
·-·-·-·-·--·-·-·-·---~I
I
I
I I I
L--·----·---------------------------------· -----·--· ---------------~
PROCESS CONTROL TABLE
PROCESS VARIABLE FUNCTION DETECTOR CONTROLLER FUNCTIONALDESCRPTION
WELL PUMPS
SPEED (lv\l\NUAL) (NONE) LOCAL PUMP PUMP SPEED MAYBE ADJUSTED lv\l\NUAI.L Y, WTTHlN llMITS OF
CONTROLLER PUMPING SYSTEM, TO WITCH WELL PRODUCTION.
rncLL PUMPS WATER LEVEL (WELL FIELD) IN LEVEL SENSOR PlC-M'ISTER
WELL FIELD WLL BE NORMALLY ON. HIGH LE\IEL SET POiNTWILL ON/OFF EQUALIZATION LS-1 POWER TO SHUT WELL FIELD OFF.
TANK WELL FIELD
WATER LEVEL LEVEL SENSOR 1N EQUAL1ZAT10N TANK WLL CONTROL PROCESS
PROCESS IN LEVEL SENSOR PUMP AT TWO LE\IELS. AT THE HIGH LEVEL (BELOW WELL FIELD
PUMPN0.1 EQUALIZATION LS-1 PLC OFFlEVEL)PROCESS PUMP NO. i Wtt.l TURr-lON. PUMPWLL
TANK OPERATE UNTIL LEVEL IN EQUALIZATION TANK REACHES LOW
LEVEL, WHERE PUMP WILL TURN OFF.
BLOWER PROCESS
PUMP N0.1 ON/OFF ON/OFF (NONE) PLC AIR STRIPPER BLOWER WILL PROVIDE AIR TO PROCESS WHILE
PROCESS PUMP IS PUMPlNGWATER TO THE SYSTEM
AIR WATER LEVEL
PUMP TO TRANSFER PROCESS WATER FROMl\lR STRIPPER SUMP STRIPPER !NAIR LOCAL
TRANSFER STRIPPER LEVEL SENSOR CONTROLLER TO INTERMEDIATE WET WELL. PUMP TO TURN ON AND OFF BA.SEO
PUMP SUMP ON LEVEL IN AIR STRIPPER SUMP.
PROCESS LEVEL IN LEVEL SENSOR TWO CONTROL POINTS. PUMP WILL TURN ONAT HtGH LEVEL, ANO INTERMEDIATE PLC PUMPN0..2 WETWELL LS-3 OFF AT LOW LEVEL.
CARTRIDGE Fil TERS Will OPERATE IN LEAD/LAG
MOTORIZED CARTRIDGE. DIFFERENTIAL CONFIGURATION. INITIALLY. THE LEAD VAf_ VE Will BE OPEN AND
CONTROL FILTER SACK PRESSURE LOCAi.PANEL THE LAG \W. \IE WILL BE CLOSED, ALLOWING FLOW TO THE LEAD
VALVES PRESSURE SWITCH FILTER. WHEN BACKPRESSURE REACHES SET POINT, LEAD VALVE
Will CLOSE AND LAG Will OPEN.
BACKWASH MANUAL NONE PUMP ON
BACKWASH LEI/ELIN LE\IEL SENSOR
PUMPOFF OVERFLOW lS,4 PLC STOP BACKWASH PUMP AT MINIMUM WATER LEVEL
TANK
SUMPPUMP FLOAT SWITCH ON/OFF LEVEL IN SUMP WITH PIGGY-LOCAL TURN PUMP ON WHEN THERE IS WATER 1N THE SUMP.
BACKPLUG
I .
'., i
ALARM TABLE
ALARM SENSOR OPERATION"
>QUAUZATION TANK LEVEL SENSOR STOP WELL PUMPS
HIGHlEVEL STOP ALL PROCESS OPERATIONS
EQUALIZATION TANK LEVEL SENSOR STOP WELL PUMPS
OW LEVEL S10P ALL PROCESS OPERATIONS
AIR SffilPPER LP-2. LP-3 j S10P All PROCESS OPERATIONS GENERAL ALARM
INTERMEDU\TE WET
WELL HIGH LEVEL lEVEL SENSOR STOP ALLPROCESS OPERATIONS
INTERMEDU\TE WET
WELL LOW LEVEL LEVEL SENSOR STOP ALL PROCESS OPERATIONS
~"
HIGH BACK PRESSURE PRESSURE
N LAG FILTER SWITCH
HIGH BACK PRESSURF PRESSURE SlOPALLPROGESSOPERATIONS j!N LEAD FILTER SWITT:H
I
i GAG FILTER ~GH BACK PRESSURE NOTIFK:A TlON A T70% OF
'PRESSURE SENSOR BACKWASH PRESSURE
GAG FILTER HIGH-~GH PRESSURE SlDP All PROCESS OPERAllONS
BACK PRESSURE SENSOR AT 100% OF BACKWASH
PRESSURE
ISR FILTER HIGH BACK PRESSURE NOTIFICATIONAT70% OF
PRESSURE SENSOR BACKWASH PRESSURE
ISR FILTER HIGH-~GH PRESSURE S10P ALL PROCESS OPERATIONS
BACK PRESSURE SENSOR AT 100% OF BACKWASH
PRESSURE
FLOOR SUMP HIGH FLOAT SWITCH STOP ALL PROCESS OPERA TIQNS LEYEL
• All Jl.iARM t.'ONOlf10NS \oW.l. CBERATEGfM:PAL t..00\t ALARMS AND-REMn-lE
Fl.C !NlmFACEWLL a::NTlFY SOURCE OF ALARM AllALARMCOMlfTIONS RESU..T
lN-GB>ERAl ALARM TR4N,SMSSION BY AUOO!AAL-Sl
z 0 ;:: u ::,
~ "' z
8 a: 0
c LL
:~ @ ,;; =>
"11'.'. ~
"' w 0
ci w z
C)
if)
liJ 0
>-1-
(/)
0::: w >
a: Jl)
l <(
0::
0
ID "' w C,
0 C, N " ~ '"
b w "' () w ill ';;: I u 0
<( z -...J z O => w ct:: w f,-<(
f-Cl) 0
~...JI
(/) {l_ 1-z 0:::
<( CD Q Zoo z
...JI--oo:r: 0::: ...J C)
<( w 0 ...J
I ~ f-
ct::
0 z
.0:, "' CJ f-C, "' z '° N '" n. a,:
0.
ci z
f-() ci LiJ w z _, ~
<( 0 liJ u a: _,
<F) a. ii:
~
<(
0:::
(!)
<(
0
z 0
f-<(
I-z w
~
:::::)
0:::
f-Cl) z
0 z
<(
(I)
(/) w
0
0
0:::
0..
FIGURE NUMBER
R-102
.·•. .I • . I .... '.I ~-i -.-·:r ~:';.". ... ;',·] .. , ·--' ·n •• _,..., .L l :cl ~-, ' ::J . ::. :, .. ':~, j ---~ --~ ' .• ;·, ~~ ~;I • -: :.J .. ".· __ _,,' .:'.' I II S· I ··------~ ---------------·--· __ , __ ,.__ ---•-··-·· ---..... -.. ,..,. ... ...... --··---·· X f'il t.~., . .,• I '\ . ~ l/ --~~~· ~ /4 ~--/ fl ·~~c, ,.,, . '<)_' \ \ l I I ~ ., oru -.... '< . ~ •• \;,;, ' ·•·,s'·• •• ' ) '•· ·•. "\ . ' '-.:.:.-e ., -...·.r• . ., -~ \ ' ~ t ,1 '-.::• ~--' ) ) \" . ~ . . ,, i '··~--~, ' / . (;! ..... '" :, -.....: ", . ,, / .,}.,,. ' . -,., ii'."''" ' . ~ .. ,,r / ~ ;-i..:,) ··•. :A: ~.K ' ~~ -.., ' ., k; <; ,.. (f; I ..,.I'" ·-.,~ -... .. , ·-.. -,,. ~~. il ~~:t <~Ill!'.;\, :,_,. " it\ j / ,-"..::':.Z ··· ,'-.. "~ -_, .._ ...... r-.; ... :z ............... '-... ,, .. ,t-" r• _,,... ... -. \ •S,,fo ~ 4i':'I J..,,l..J..,.i • .,:,., • ..._ -,...._' ,~ \ .,, "-..;'•-, ~ ' f;,tl).l ,. ,,.... ......... ....... --.. ,, \ i,w-••:.~'.,.,:,/ '\k,\,~\/s~!li. ; l ,✓·"" ~::.,,. • .. ,,"-.1//H',. ~.. --::~•.Y ,._ ~ ,, " •· . . _,,., "-, '.. "· ' :.. ' m~ --1 "' , r ,,,,.,,,. ,....,_ ,--...,, ......_ ......._ . "--._, t.flt I ', (-._'-'·.• 1 \' ~ 2_ ' . '1_ . . ...,. ! (t', /,,,./ ·, "-,, . ...,.._ : -,,'-~cl / '\, / , '-. . · C' " ·• ~ . I ( '-;_ i g~ ,/~ A,'flf!!lliWit,· ·, p .... -u,~· ;_ ~ -i e ! ■ l \,, 1 I -, ___ "· ~"' i / ¾ ·-,.A 'fl!i111/d'1 si'\ s1~ I Iii · '"' i / ......._ X ./ " //// ~ ;, ,,:;. ~ ,. ,,/ :,·-\, "15~-.;e m . . "-c\ 3 , '-,, / • , "'-,,,, '-..,-:, ' , .~ !l !" V / / y I I i ' ........ ~ c'1 ~ ,.,_l ✓ // ~~ , 1 /I rp .';j l~ '-/(' r· ~: /_. ,c' s / er,-,·, , ;,; . . \ . > ~ / ,,,if',\ ~ /ii ~ '-' / / ~ ,i. I ,:P" : \~•.,/:u 1Lt••f✓ ~. ~ I / ~ / ,/ :!I I / j t . ' J I /' Y· / x;. ·I" ); 1/ J8 / \ I J 1 // // \ /,/ /,. z ~•~/ ,..,. I ,j' /' / '\ ,/ / -~ . . / 1/ ~ "I 1· 1· !6 1 I ./ A ,./ /, ~ :,,: 1 / = -~ . , •.. ,'"l ;} I /',/ / \ .• .,-:i;: ''O t:) f (~/1/" ,. \ I ,_.,, \ I \ t • /1 1 ) I .o'J§li / ,, ~ !~ ~ \ '4CJ U,\ i\ ~. I' " . ,I / ,,,~ / ,./ I} l . i ,, / ,. ,// S! . 1 .. / ,-/ ' / . "' ~ \ l -! I /' ,.,, __ ,,.-~ \ ,("\· i'l !\_,~.. /' I / ,/ iii ,..c \ 88 ~ ,/; ' / ,/ !i ,! . 'i > / ,/ "' ~ //( ' ' C ,j,) 15 )/ \i;\ / / I \ c 1 x~ I I . I ·· .>( I 1 / ,.i ,.,Ji;_ ~.l\ .......... , ....... 1 '. , ,. ... / . ~ 1 , L ""' ,( r---:-r-""-ti :-:f ··-.... • I .,, /"' ,ii '• , / j~~ • /< ti,, :-4 z m r~ ·~----~--.. ,',_ . /.,,,, I ft -: .. / .• ,..// ~l \ / !ii a m i ! 1( / \ / " ----..... ___ ... _ / // !' ,/ ~ ~t~ t // ;~ ,V ,-1 Ill ilJ i ~/ / ----·---·-I ,// " ~ ~/io (.(' ~ j-0\ ~ . / , •I ~ 7e, . ., .. •✓/ .-r~,( \ /) 1'1iazf !!I ~ / \ I ~--/"/ ,,,,>fr I ~J( . -· ---:.:.:.· .:.. :.:. :.: :~:J ~~[ . r ~ lsqj_ffl 1 I 11 -7 ,,. / ~ .--·· . .... ,.,•y•-rrt" / ,{' ,.r ., l =. "l / .,., / ,. • .......... ____ ... -..,-r,.,.,..,,..rrr...., , . ,.,/' ./" r<'' >;.r ). 050 ! , / // ,....-..,, · ., , -: ........ • ··· " -~r.,·M'"~ ,.,.~/: l!! .. ✓ ,,.. ,( ,J .,, /' / ', ,5'• ... ~ .. s ~-, ·r:r:" ,.,;~~ . ,,., ,,, -··••"• .~ i---1 // t / ~--~ . l CJti ,, / ·{.. ,t ✓-•· f-1 i ... ,~ P!,!~-~t4·-.f'""' :,.. ' C ~~~ ./ r',:< ,.,. , \ fl.' --···-/ / . . ... + . <",.._/ .-· ~ . $ ~ }[""'\.-~ ~ " _; f':' -c: ' f' / ,((( ,_,.J',_! ("'" '\ t // / / W'/> '?\ f C, , { • t 1J rr1 1J /,.,. .✓.,✓-_,..rr' . ,..,..,., " I l l // ,,,,.,.,., . .,. . .e-;;.;~'... --~~,;·•·,..er"' ~ ~ ~ I ., / , .,..,.. .... "' I ~ / / .. ..... /.L; \ \. I __ .,,., ,,, . .,. ,r r•11·' 2 • I I ,. ai l!l i::: /,/ / :'-•• ·:"~-;~ •• · • ~ 'i O'l ~ _,/ .. rr . 0·' ,., i \ ; ,/r w::,. °' I '" _,/ ,.,, /"'·-~ .. -. .. ,,.,, .,,, .,,-4· \ , :z: I ('{ ,j,:Y' ffl // -00,.. t~g~ !:ffi' i ;/" _, ·'i.' ·.,, ' ,?t,r<"✓• \ ' . . ~~.~ c::, [ V" !. °}.,·_,, , .. /' 11·1 8!!Jl:.'.l-' E :::i,,-,/" .. . /·<r' .. ,.,,.,' /./' .,.. Iii .\,,, i'I ~ 4:.e N / _,, .-r,i;; •• ,.✓" ,,./ ,,,,. ,1"' . , ,,,. " rii ..... ~--~-. _ -, .. 4-, ~/· <-rc<;rJ.i-· ..r".: l~ r-~i ,., / : / 1\, iC. --,N "'/' •("'I ,,,. /A ... '111" ,.,,,-,./ ,, , / , ft ,. ~., > l• /... (' / "' ··--····rl····~----=--·---· .... -· . / / 0~ :;t . z • ' /' ,,( • ,,,9 " ~ ' ~" 0 .J:);( ,,/' / .,/ • . lJ ./ r -~ ··-+ .. -;_..r" ~ ·~., ~.; is:-:: Ni . ·"" -, .... O? ,.. .,.,,~ rt:r' > ;"):I ffl ~f~ 'J<rc;, t,,"(I ~'P,""" ,,-,' .., .JI '•l :<: ,/ .;;:;, . f ,;/ .., .. ",..rt<· /./ ' ~ ~: t!:'.i O ~~ f.' f ......... --~-\ <'' / . -...... ---.• if 8 s~~.,.f. <( r-' /' /4' ~ ·· : i;; ~:i; 0 :::,~ t r I / '1 \ .r"' __ ~,,,,,,. \ J;fl ~ ~ ~') ;,::fl, i-51>} / ,✓, ·•·•• '-, / ~ 7/ ,, '' II ' I ----:;-_,( 1/ ~ fl (, ":,l,(J -1,.~ _,, \ -•-• -\, <, '· ~• f ,S / / •. ,, ~,-_,. .,,.. ,.Pi•·' +, ~ 'r'j-~. -~ () ~ " ~ -,, , ,._.., ..... ,. ---,.,,. . . ~~ . ··--~---~ •·---"~• ___ _::l.,r,,,-.,------M -----·-----~-·--. -·•-";r';<'r;;;;.~•~-"' / / Y/ ~ u:-\, ~):.,t.[}~~1p~ °' \ ,-<i~-··" -{ / '~ 1/ /L""" '\~ \ 4,,~ ~~ ,.~'"'!-";~ -......... _ .... _____ ---~·~---, ~-__ .~ ... ,..---~, _ _...,,..,.~1!,.· ..... ·.,.-"".,,,,±.•--/ J(;l--'-!i: ./ /J,Ji' ,d-\\,_ ~ A "'\. '+ ~s; tll~ ~~ ~~ ~' • rf"I',,..,..., ___ ,.,_;;;;:::: __ ... ·~~:.:;;;.=t:;:;;;;,a,•-cc=·••' ----~ ~m::1/lll )ii <:..., ,/ ~ \, y ,,,9 \'.~\ \, It t~ ~ • • ..... ... 1 •v. 'V"-!., • .:,;r~ 11 ~ '·--·---·,.....-----·,~\ ;ii; ~ \ --f.. '~ I t::l ~ \.\ l'S',_ \ ';.,-~~ , y 1"'· I ,/;\ \ @~ A :. ~\~ ·(' -?' d ) I I i ~ I J ae ,., I fTl ij ii ! s f'T1 .. ..,..,., Y\ < -< 2C,; ~~. J ~ii t; O:i<'_.·;. J f11 if; l°l'l ,c:.-. / / ~-/ \ \ \ ( ''\ ~ '3,. . ,(' p ~ V . / I I // / •' l i I J!"I ':!-,/\ .. :~--?' /, p ,lf,J' I ,, ., / \ \ \ iaM "~r·f ' \ ~ /.,,< .(-1-/ J '' .,. = ~ ,.. ' /.; ,,:; .,.-•,/ ~ ~~, Jl) / ' .. / \ \ i;;; ,1•r✓'4'{ ♦ \ <,\ ,,,9 -?' .<f:f,r H I ~ /,-,/ I I iii (§.\ / \,, '", ~ y / // sif'..~· ~ / ,/ , -1/ ~,,. .. ~----~ ;,., / / I \ ..L __ ~\ ,,. '\), . ~ d;t' @I / i, · \ fllli!~ Ill~ 1·· IJ -,., // ,// ~ • / / . Pl-<; i;i/ll \ t 1' r' ... ~•' 1/ ,,:::-1 • I!:\"' 'lo // . ,I; i ,-. \ t \\'y ~ I/{" I fl l I AAJ•fr"' · l • i ' j j I ~ ;E .. • H l .1 _1 / j \ !il " (1/ j Ir \ ~~~~~ '· . I I \ ,, ., I i it 'i JI , ' a·, ', ~ / .. _ _____ .. I/ i ~"91fJt:\. -t\ ~ 1/ "',J~ \" I --··•··· -·-·. ---_.:.:,., I / I \ .'w //' /, / .. ..,: :•::·~-:----·-_-·i 1// \ .--··~~\ /)'S'~· /A ~ \+ ,' If ·, I I \ ~ )I.' /,(' ~ ' . ,,,' ·~j ; '\ ,~<(!' ,/ /, ~ \, \ ,, ' ,4;">4.Y / / A ' '• \ ! 111 c,' ~ ·I ) .. \ ~ \ . I .<:f••·,,,; I , , l! , ,,/ // \ , .. \ r-::1 I i_".~ ,, / l "· .. •. _ ~ 8 i !ii! · I ~, ...... / I , , . J ' ~-~ . ' • 1 1 .. cf,'· ,.,. ,./ ·•. '.. I \ 1 j'.'.l. c;, ~ ~~~ .. <>· /; , , . , \ \ II J; ,:/~ ~sf./.,./ /1 ·,··.\. ' \ 1·, ~-·-~· ' ' . : . _ ... '--.. r . ·'-.......... '-., .,,,,.. ,.,. /1 ·-. V/c,"' ,,,/ , ,, " X / ,,J;,,,• i-/ J .,,,..,_ ' I.>., ,,/ ·-.. , I \ ~ _/,/ '/ i I I I Ir ,,,,.( I ,Qeo• I S'tJilACI( f-l ' I / ' ' "i,, 1· .. , + c,-··' " / , ,/ I '·1 1.n. • ,._.,., T' / • i • w .. _,, / ! " \£, \\ ~ / ,/ ...... -✓ I \ / .., .. ,, ~ + --· ....... --,. ~-1 \ ,,,~,., "'-i--rrr"Y.:i"'f'Y't~'"/'V"'YYY'-,.,,.,,("/"('Y'of"(Y'"l'Y'YY'', .... (Y'-!"'."trrvYYYY'YYV"f~Y ...... Y' ... /''11''')''YY'YYV"./ .. 'l',! .• ,...~~y;1..,,,..,('rr,.-,,.~ry· '""'-·---" · . j .--~•,.. \ ~ / / ,... ' ' , ' ' ,. ~ "·r ,-,, • ..._, ' '-r I imt 11 ,' /_, ... /• / I / I ,, j 0 » .ft ._., ~·-"""' t '~•"'y >·--... \.., I :,( ,,, " ~· ·~--. -· · -· · ' ·llit ... ~-\ . ./ ...... --~Jt ... -.. --.. _ .. _ .. _ .. _ . . . ~-j I (/ mr. \ + / ,4A\ / ,/ ?' ~t~ ... .. @I.tr. ' ('... \ \ V ,.. \ ~--".. -;;,,-· · \ lj'_ ~ o· ,v------¥ / '.· h,,,,o···' ..--\ r >i: ';!if ___. ,Vj\-, > ,, ,.~ '\ c· ,,._,,~;,.--, " {, ,,,.,o-·.--__...,. ,,,, _.'15 ::i _...-g ~i1ri1;1••r1•r~a•··a1 'f I I r \ \ · #/ / ✓-), ---· .;111!1;;~1,1•1 ;!1:1a 1s~Hh 13 / I ,,. 2 ~-<~~> ~--1/ 1t~\ ..... -·-_ .. /-·i1 ~!t I~ alf~~=:o i~~!~ ~i~iti!~~ i3 1 . -?b x·•·-/·//,,,..1/ , .... ---~· ,:~\ \\-a ~'°~ ~siif§~I~ 111~il!Si lii_i!i. i 1~ / 11 ~ /" . ,,./--,,... ~,~~:\ ,-"'i~ ~111alil iB!;0j ~~ii"~ ab~i~ ~ Iii I / '\\ it.a i;~,~~i~:o ... _ ir11fllif., 1-~1. = i b I c ; r ~ \ ~ I ~\ I I '~ \ l~I :ts!~-ffi~~;i! ~5 ;F: ~'iii ~ s I I / ,/ . '\\ !:: ~i_F ~r ~~~ !>' ~ !!l Qi_i i § rs II / / ,..,l ' . .~ @ ;;f iii g Ill ; Q ~ \ / ~ I . I G lil~I ,1, i ~11 1 i 1 .. s1 ~ ~ ~ / ,~ / ,/' ~ ,~ ~~ '~ , ~ 1 ~1 . Iii ; ~ .,,,/ \,/ yl' (;. ,f~1 ., .., ✓-✓ I ,,,. I I I I I I I I I I 1 I J: . ~ , ,, ' I ~ f ~ J M j J ' ) 1 II J !/ /1 :/ Jf j)/ t 11 I !! / If I ' ' .1 I j I il 1 I 11t 11 I 3 I / , I ~ ,I . I/ "11/ // J11 I' ~fl I ;I lg I ;I lf I i/ .lf I II .!fl j !/ f /;1 I fi I ,1 J;I ff .1:., !ii ~ /ii ; ,s: K. 1--/ ,, ~ '!0 \ a I ►.>~ I) ,,. 1 , ~ii "' "i ------------~---••~ ------,,_..// --:I/ \\ \ I~ L! i ..... 8~ I a Q 0 i r J n I ij i l'l~t!IJ(I!: ~ I I I I t/ : j 1/11! I _II , I 1' .1 /: I' ~ ~ () I "" i [ 0 i ~ g ~ ~ s !! Gl C ;:c m z C s: OJ m ;:c , ~11~1 8. • lf .. m••1 11, g1 1 r fl I•:, ·• J•t'= ·lit' r •I "•1:1 NORTH CAROLINA STATE UNIVERSITY LOT 86 NPL SITE RALEIGH, NORTH CAROLINA PRACTICE FIELDS UTILITY PLAN t NEW PRACTICE FIELDS ,~~too nu•~• 1111 "''' " ,, • ,,,~~••• AL"~ ~. ~·p_m :Offt,c,~,, DESIGNED• DRAWN: CHECKED: DATE: SCALE: PROJECT NO,: Carter~Flnley Stadiulfl Improvements Phase 1, Part C Ral!Jigh, North Carolina DES BFW DES 03/27/2006 NTS C30104 o ::o en z rn en r--n C -<mm . ;:o FJLE NO.: NCSULot86.-Treat,rnent mO z-n oo m;;o ~;:, . ~•-·o~;'!, ~,... -· "o~~\ i(~ i,,)·i-\~ ~~ "§:' .•. , ta No. Date Revision D 03/27 ISSUED FOR CONSTRUCTION (REFERENCE ONLY) ;:i ill 0 ~ ~ C' '·~ . ~'T.1 ---:,II\ Prepared By: CORLEY RBDFOOT ZACK !NI! ARCH IT EC 'I'S• B NO IN EB RS• I' k.. ANN .BR.S POBox 2368,Chpal Hil1,Nonh CaroHri.a 919 94::t-8$86 Marshall Miller and Associates Geology, Environmenta· Sciences & Engineer_i~g, Geophysics 0 Bluefield, VA • 0 Lexlngfun, KY ■ Raleigh, NC ---------0 Richm6ti0. VA O CharleSron, VW O Harrisburg, PA :.. SOCI TES D Lenexa, KS D Morgantown. VW D Kingsport, TN I ' i ! t: 1---, 7'.
MW-15
4
MW-13
MW-13D 4
4
I I
I
f
I
!
MW-42
4
REMOVE VEGETATION
40' EXTRACTION HEA0ER
EXSlc
2. EXCAVATED MATERIAL AND CUTTINGS
FROM WELL CONSTRUCTION ACTIVITY
SHALL NOT BE STOCKPILED AT THE
WELL HEADS. CONTAMINATED
MATER1ALS SHALL BE CONTAINERIZED
AND DISPOSED OF PROPERLY.
UNCONTAMINATED SOIL SHALL BE
SPREAD ON SITE
GRAPHJC SCALE
20 0 i,.wwo --10 20 I I 40
I
l inch = 40 ft.
·,
LEGEND
RW-3
RW
0
0
Ell
-',/F -
-AD-
EXTRACTION HEADER-2" HOPE
EXISTING SHALLOW EXTRACTION WELL
PROPOSED SHALLOW EXTRACTION WELL
D.O.T. BENCH MARK
ELEVATION (MSL) FT
BENCHMARK
EXISTING CHAIN LINK FENCE
W/BARBED WIRE
TREE LINE
GRASSY AREA
LIGHT POLE WITWO UGHTS
LIGHT POLE W/ONE LIGHT
SfLTFENCE
WARNING FENCE
AREA OF DISTURBANCE
EXISTING MONITORING WELL
UNDERGROUND ELECTRIC
rEX'STING GROUND
5:1
EXISTING PAVEMENT-,
51YMIN --------------,1
~=======
SIDE ELEVATION
SCALE: NTS
INSTALL DRIVEWAY CULVERl If THERE IS A ROADSIDE
DITCH PRESENT. AS PER STATE AND LOCAL STANDARDS
f---------~sc·""-------'c-------,
WASH RACK
(OrTIONAl)
2-S" COARSE AGGREGRME J
PLAN VIEW
SCALE: NTS -10'MIN
f-------frMIN--------i 3"1Jl'l
rlLTSRCI..OTU
SECTION A-A
SCALE: NTS
MO~Nl/\BLE BERM
Cxrs1 NG
PAVEMEV
STABILIZED CONSTRUCTION ENTRANCE DETAILS
JUINTti IN FILTER FABRIC SHALL B[ srucrn AT POSTS, US[ STAPLES,
WIRE RINGS, QR EQUIVALCNTTD
A11AC>-i 1-ABR:C 10 POSTS
6'-0"
/(MAX.l
POST SPAf:ING MAY Al=__/
INCREASED TOB' IF WIRE
OACKING IS USED
NOTE: FI3ER FABRIC FENCES SHALL BE
INSTALLED ALONG CONTOL,R WHENEVER
POSSIBLE
2" x 2' x :4 Gf\.. V'JIRE GR
l::QUIVIIU::I\ I, If-SIANIJARO
STRENGTH FABRIC USl::U
F!L TER =ABRIC
MINIMUM 4" x 4" TRENCH
l:lAC!<FIL_ TRENCH WITH
NATIVE SOIL OR 3/4" 1.5'
WASHED GRAVEL
2" x 4" WOOD POSTS. STFFI
FFNC:>' POSTS, RFAAR, CR
EOUIVALENT
SILT FENCE
ESTIMATED AREA OF DISTURBANCE
BUILDING AND VICINITY 14,000 SF
TRENCHING S,385 SF
TOTAL 23,385 SF
GENERAL NOTES
1'-0" (MIN.)
1. The ESC facilities shown on this plan must be constructed prior to or in
conjunction with all clearing and grading so as to ensure that the transport
of sediment to surface waters, drainage systems, and adjacent properties
is minimized.
2. The ESC facifities shown on this plan are the minimum requirements for
anticipated site conditions. During the construction period, these ESC
facilities shall be upgraded as needed for unexpected storm events and
modified to account for changing site conditions (e.g., additional sump
pumps, relocation of ditches and silt fences, etc.).
3. The ESC facilities shall be inspected daily by the Contractor and
maintained to ensure continued proper functioning.
4. Any areas of exposed soils, incfuding roadway embankments, that will not
be disturbed for two days during the wet season or seven days during the
dry season .shall be immediately stabilized with the approved ESC
methods (e.g., seeding, mulching, plastic covering, etc.).
5. The ESC facilities on inactive sites shall be inspected and maintained a
minimum of once a month or within forty eight (48) hours following a storm
event_
6. Stabilized construction entrances and roads shall be installed al the
beginning of construction and maintained for the duration of the project.
Additional measures, such as wash pads, may be required to ensure that
all paved, areas are kept clean for the duration of the project
7. Where straw mulch for temporary erosion control is required, it shaH be
applied at a minimum thickness of 2 to 3 inches.
BALING WIRE
SCRVf:Y Fl AGGING
-----J ~METALFENCE
/ POST -----10'-20' 3'-0'' (MN)
~~~-==~_J
STAKE AND WIRE
WARNING FENCE
1'-0" (MN l
DROP INLET
W!TH G•1AT[
2" x 4" ',J,J()QU
FRAME
FASTFN FAARIC SFCUREL YTO
.,.HF STAKFS ANf) FRAME .. JOINTS
MU8T Rf OVFR,_A;:>PED TO "'."HE
NEXT STAKE
FASlEN h'\8HIC S!::CUKl::LY ro
THE STAKES AND FR/\\1E, JOINTS
MUS r ell:: UVE"'LAPPE:.lJ /0 !HI::
NEXl SIAK!::
STAKES, USE 2'' x 4" woon
POSTS, PREFERRED OR
FO.'JIVAl FNT MF:TAI WITH
MINIMUM LENGTH OF 3 FT
GJl,-I --JER EXCC:SS I-IL! 1::K
FA8KIC Al CORNEl{1;,
$"7.1\KES, USE 2" x 4" VliOQ[,
POSTS, PREFERREC OR
EQUIVALENT O;ET!l,L 'l'JITH
MINIMUM LENGTH OF 3 FT
LiROl-'INLl::1
Wl!H GRAIi::
SILT FENCE AT DROP INLET
Seeding mixture
Specles1
Tall fescue
Sericea ·tespedeza
Kobelespedeza
Seeding notes
Rate (lb/acre)
100
30
10
1. ln Eastern Piedmont add 25 lb/acre Pensacola Bahiagrass or 10 11,/acre
common Bermudagrass. Use common Bermudagrass only where "it fs un~
likely to become a pest
2. After Aug. 15 use unscarified sericea seed.
3. Where a neat appearance is desired, omit sericea and substitw,te 40
lb/acre Bahiagrass or 15 lblacre Bermudagrass_
4. To extend spring seeding dates into June, add 15 lb/acre hullecl Ber-
mudagrass However, it is preferable to seed temporary cover and seed
fescue in Sept
Nurse plants
Between May 1 and Aug. 15, add 10 lb/acre German millet or 15 lb/acre
Sudangrass. Prior 1o May 1 or after Aug. 15, add 40 lb/acre rye [grain).
Seeding dates
Best
Fall: Aug. 25 -Sept.15
Late winter: Feb. 15 -Mar. 21
Possible
Aug. 20 -Oct. 25
Feb. 1 -Apr. 15
Fall ill best for tall fescue and late winter for !espedezas. OVerseeding of
Ko.be.lespedeza-over faU-seeded tall fescue js •very effective. Use un!1ulled
Bermudagrass seed in la!i,
Soil amendments
Apply lime and fertilizer accoTdlng to soil tests, or apply 4,000 11>/acre
ground agricufturaHimestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,00075,000 lb/acre grain straw, or equivalent cover of ancther
suitabJe mulching_ maleJiaL Anchor m-uk:h -by tacking with asphart, mving,
or netting. Netting is the preferred anchoring method on·steep slopes
Maintenanc.e
Refertilize in the second year unless growth is fully adequate. May be
mowed once or twice a year, but mowing is not necessary. Reseed, fertil-
ize, and mulch damaged areas immediately:.
'Refer to Appendix a_o2 for botanical names.
ci 0 z
" '
//',..,.
'~ ·:. . -. -7°"":.----: :: :..,. <>-..~ -.. le:, .::~ • •. -I;.,. -1\'G IN!,~••• :1-'<" ,,' ·, 10·----··· e,'<' i' /,,.,, E. S ,-.,'
f I' J ,' I I I I I i \\I\
"' w D
b w z
Q
<J) w
0
~
(I)
0::: w >
$ "-m
z s <(
°' a
"' <O w 0
0 0
""' ,._
""' 8
b w ·>< () w w '.: I
() 0
....J
Z 0 ::) w 0::: w I-<(
I-(/) 0
<( ....J :r:
I-l'.l. I-
C/) z 0:::
<( (0 0 z roz
....J I--o o:r: 0::: ....J C)
<(
0
::c I-C:::
0 z
w
....J
<( c:::
~ 0 I "' "' <(
w _,
<(
()
"'
.. c 0 • -E a " "' ~ ()
S" m '1l ~ .. ::,
ci "' " z
I-() w
~
0 °' Q.
z
ci z
w _,
"-
z
~·
Cl.
....J
0 c:::
1-z
0
(.)
z
0
(/)
0 c::: w
0 z
<(
z
0
~ z w
~
0 w
(/)
FLGURE NUMBER
C-101
---··
/ /
//
I \ , , ,
0
P-1
LOCATION OF TREATMENT SYSTEM COMPONENTS
EXISTING NORTHING EASTING BENCHMARK
BM#1 747683.00 2083749.59
BM#2 747911.73 2083900.10
EXISTING
EXTRACTION NORTHING EASTING
WELLS
RW-3 748043.52 2083758.99
RW-10 747962.09 2083699.25 .
\
•
I :
PROPOSED
BUILDING NORTHING EASTING \
CORNER
NW 747661.80 2083821.21
NE 747644.49 2083782.94
SE 747637.20 2083832.34
SW 747619.89 2083794.07
PROPOSED
EXTRACTION NORTHING EASTING
WELL ID
DRW-A 748059.88 2083570.57
DRW-B 748068.30 2083635.98
DRW-C 748059,41 2083714.84
DRW-0 748071.19 2083788.98
RW-1 748062.47 2083587.96
RW-2 748066.50 2083669:29
RW-4 748012.90 2083854.19
RW-5 748032.93 2083909.87
RW-6 747991.12 2083951.80
RW-7 748014.57 2084012.29
RW-8 74797-6.22 2084051.01
RW-9 747952.06 2083n1.19
RW-11 747947.40 2083773.03
RW12 747913.31 2083850.34
RW13 747862.60 2083693.26
·-"·-·-·-· I
; ·,.
DRW-B i:f RW-2
-EH-
RW-3
RW
0
0
ow 0 po
4-
~
-----
/
.
/
•
LEGEND
EXTRACTION HEADER
EXISTING SHALLOW EXTRACTION VIJ'ELL
PROPOSED SHALLOW EXTRACTION WELL
ESTIMATED-SO' RADIUS OF INFLUENCE
PROPOSED DEEP EXTRACTION WELL
PROPOSED PIEZOMETER
O.O.T. BENCHMARK
ELEVATION (MSL) FT
BENCH MARK
MONITORING WELL
EXISTING CHAIN LINK FENCE
WITH BARBED WIRE
EXISTING TREE LINE
PROPOSED TREE LINE
GRASSY AREA
LIGHT POLE
STORM DRAIN
UNDERGROUND ELECTRIC
z
0 t; ::,
g'.
"' z 0 0
Q'. 0 § u..
·-0 .<!!. w > ::, ~~
"' w 0
i:i w z (!)
ii, w Cl
~
{/)
0::: Lil > z
... Cl)
Cl w 0
i:i z w
s "' 0 <C. w c:: :i;
.Cl 0
::>W
"' 8
;:!
(,!
M 0
w I-<C. Cl
<( z -_J
0
0::: w I-<(
1-C/) 0
~ _J I
Cl) a.. I-z 0::: <Ceo O
~00 Z
_J I--OQI 0::: _J (9
<( w 0 ...I
I <(
I-0:::
0:::
0 z
I:, " " "" 0 "' -E II 0 1i • "' -u I!' I-"' ~ -' ::,
ci l'l z z
I-u ci w w z -' 7
<( 0 w
0 c:: -'
(/) Q_ u..
I-:::>
0 ;
2
Lil I-Cl) >-Cl)
I-z
Lil
2 I-<( w
0::: I-
0
Lil
(/)
0 a..
0
0::: a..
FIGURE NUMBER
C-102
D
MW-15
4
)
-SM
MULCHED BED
'MTH SHRUBS
I
\
ELECTRICAL BOX -
WATER METER
I
.--, 1
' :· { ;\ '.( :_' r : '·
(
OUTFALL TO UNNAMED
TRIBUTARY TO RICHLANDS
CREEK
7 ' .
NOTES:
LEGEND
--EH-EXTRACTION HEADER
RW-1 0
RW 0
@T
450.07
@
+
EXISTING EXTRACTION WELL
PROPOSED EXTRACTION WELL
D.o:r. BENCH MARK
ELEVATtON {MSL) FT
BENCHMARK
MONITORING WELL
EXISTING CHAIN LINK FENCE
WITH BARBED WIRE
1..__A __ A_; EXISTING TREE LINE
\._A_.A,_; PROPOSED TREE LINE
"' GRASSY AREA
OLP LIGHT POLE
-----STORM DRAIN
-----SANITARYSEWER
-~ .. ,..--POTABLE WATER
-w -"' -WARNING FENCE
- -oc--UNDERGROUND ELEC.
1. UTILITY LOCATIONS BASED ON UTILITY MAP AND
CONSTRUCTION DRAWINGS PROVIDED BY THE
UNIVERSITY. THIS PLAN DOES NOT SHOW ALL AREA
UTILITIES. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO LOCATE AND MARK ALL UTILITIES
PRIOR TO BEGINNING WORK. CONTRACTOR TO
AVOID ALL UTILITIES, INCLUDING POWER SUPPLY TO
PRACTICE FJELD LIGHT TOWERS AND PRACTICE FJELD
IRRIGATION SYSTEMS.
2. CONTRACTOR SHALL INSTALL A 2" COPPER
POTABLE WATER LINE FROM 8" WATER MAIN TO
TREATMENT BUILDING.
3. CONTRACTOR TO FURNISH AND INSTALL SERVICE
FROM PROGRESS ENERGY TRANSFORMER TO THE
TREATMENT BUILDING (PP-4}.
4. CONTRACTOR TO CONNECT FROM EFFLUENT
DISCHARGE MANHOLE TO STORM WATER CATCH
BASIN ON PRACTICE FIELDS. MINIMUM BURIAL DEPTH
SHALL BE 24" AND MATERIAL OF CONSTRUCTION
SHALL BE 4" PVC.
5. CONTRACTOR TO AVOID LANDSCAPING AND SHALL
REPLACE, RESTORE OR REPAIR ANY AREAS
DISTURBED DURING SYSTEM INSTALLATION.
6. INSTALLATION OF TELEPHONE SERVICE TO BE
COORDINATED WITH UNIVERSITY. THE SITE ADDRESS
FOR PURPOSES OF ESTABLISHING TELEPHONE
SERVICES IS: 4650 TRINITY ROAD.
GRAPHIC SCALE
i ')
1 in.eh= &O fl.
>, w
l ll.
Ill ~ w "-0 m
ti w z ~ ('.)
(I) <{ w 0:: 0 0
>-1--
Cl)
0:::
w >
!fl "' w 0
0 0 QI ,._
~ 0
ti w "' 0 w w ;§ :,:
()
<( z
....I z O
::) w 0:::
wt:<(
I-U) (.)
<( ---' I I-Cl.. 1--
Cl) z a::
<( coo
Z<Xl z
....J 1--• OQI a:: ---' Q <( w (.) ---'
I <(
I-a::
0:::
0 z
0 ,!; c
<D 0 -i II 0 "" -() @
f-
i .. "' 0 "' Q z z
f-..
() 0 w w
-' 7 z
<{ 0 w
() 0:: -'
<Jl a. u.
z
<(
....I
Cl..
z
0
I-
(.)
w z z
0
(.)
>-I-
....I
I-::::>
FIGURE NUMBER
C-103
•
•
•
•
•
•
•
•
:-¢-MW-17
-! '
RW-A A
l 41 MW-~W-B
l 1 t ' .
RW-1 s 0
0 ~ +~~ ~ ----
N y -APPROX. LINIITS F
s 0
0 +
----
RW-2
D
VAULT#1
CHLOROFORM P-2
MW-1o CONTA~INs)J~~
ND VI/ATER
N-35S
~
MW-9
✓-35D I
APPROX.
EXISTING
440
420
400
380
360
340
320
300
A
ORW-A
-.. ·,': ·-,~-.,.
-~.: ::::· 1'
RW-1
\
\
FOOiRINT
SOIL ~ILE
\
+ U1
D ::,:
OF
MW-17t 0RW-8 P-2 RW-2
+ 0
0 ::;:
i5
s-.
fi? .,.
DRW-C
c MW-12I
" I
I
I • I
M!PR:OXJMA"TE ·LOCAllOhl -OF
VMJLT #'I
P-3 ORW-C
0 + "' 0 :,;,
MW-121
C
-1-
0
0 RW-3 I.JJ fi? .,.
C
PARTIAL SITE PLAN A-A'
0 + 0 0
SCALE: 1" = 25'
ORW-&
0 + "' 0 f'l
POWER ANO SICNM.
CONDUIT 126 .BGS
MW-16I
MW-160 MW-lS RW-4
PROFILE A-A'
SCALE: 1" = 20'
'
+ 0 D ,,,
EXTRACTION HEADER
24n SGS
A
MW-11
+ c.n
0 ,.,,
VAULT#2
RW-60 P-4
RW-7
LEGEND
A'
RW1 0
RwQ
oowQ
MW-1 4-
I
I
CROSS-SECTIONAL CUTTING PLANE
OFF-PLANE WELL PROJECTION LINE
EXISTING EXTRACTION WELL
PROPOSED EXTRACTION WELL
PRbPOSED DEEP EXTRACTION WELL
EXISTfNG MONITORfNG WELL
APPROXIMATE' lOCA TfON OF"
VAULT '2, P-4 RW-7 RW-6
N N + + 0 01 0 0 fT1 r'l
P-5
t)(
RW-8
"' + D 0
[TJ
I
f !
I
'
fJJ
0
lO + ('Y)
I
MV'f-40 +
RW-8
A'
CROSS SECTION A-A' ~ Existing Wells
Scree-n ·E1&vatmn ff) Ground Top of-Riser -Groundwater wen-10 Surface Elevation {1) Bevation (2:) Top Bottom .B'evation {1)
MW11 430.01 429.56 405.56 400.56 408.26
MW11I 434.29 431.20 373.60 363.60 408.87
MW12 427.24 426.. 18 397.18 392.18 404.34
MW121 430.70 427.45 359.75 354.75 405.30
MW12D 427.45 427.95" 330,95,,. 320.95" 407 .12
MW16 427.94 427.61 399.61 394.61 406.98
MW16l 432.14 429.23 374.73 364.73 407.36
MW18D 42:S.98 429.48"" 349.-48" 339.48" 407.75
MWi7 425.09 4:2.4.02 398.02 393.02 401.25
MWl7l 427.7-4 -424.96 371.76 361.76 401.29
MW170 425.44 425.94• 330.94' 320.94 .. 401.36
Mw.10 435.47 432.87 4D5.07 395.07 409.53
AH elevation data are in feet relati"l,f;! to site datum
(1): Data obtained from Appendix B, "Re.sul1s of Data AcqWWhon Acliw1es fot NCSU Lot
86 Grouncfwater Remedial DeSign", Nowmber 1'999, 'Mid-Atlantic Associates, P.A.
(2:) Data obtained from Table 1, "DRAFT Reporl of Results: June-July 2004 Grouncil¾:ltr;,r
fvbnitorillgE:wmt", July 19, 2004, Piedmont Geologic, P.C.
"; Calculated from Top ofRiser E1ew.tion prow:ted 'in this table and infonnation in wefl
construction-records -promded 'in Section C, "Fractw-ed Rock Assessment., Nodh
Carolina State University ... ", March 16, 2004, East Coast Emfironmental, P.A.
"' + 01 0 ,.,,
NOTES:
LEGEND
~ GROUNDWATER ELEVATION
Ii
~
~
WELL SCREEN
SlLTYSAND
WEATHERED ROCK
COMPETENT ROCK
1" = 20'
20'
o~----20·
1"= 20'
1) MONITORING WELL DIAMETERS HAVE
BEEN EXAGGERATED FOR CLARITY
AND ARE NOT TO SCALE
2) REFER TO SHEET C-202 FOR DETAILED
INFORMATION REGARDING
EXTRACTION WELL INSTALLATION
C .Q
-~ • a:
l!! • 0
0 z
., " a:~
<I) '~ z E' e ..., 00 .c a 0 ~ n 0. •a:! C .. E w ~ " "' ·~ ro ro C (.) • "' J: " ~ C) ■□□ ., cii
"' C C < • • C .,, :a, ;: ;: C
i= UJ Ii "' -C
ol 00 c· ~ ~ B o ~ B fil E .. • 0 ~ m C <I) ·a ro " a C 0 .... "' • <.) :;; _, .... jj ODD ·~ ::ii C • E .... C .... . ~ ol C :;; :;; ..c: UJ °O !2 ., ,;; " C ... ~ ~ 0 • _9; E ~ ol 0 ~ C ::;: • 2 0 C
" " • a, J ODD
>-m
¥ • 0. ~ Q_
z
Q ,_
u ::,
"' t; z 0 0
"' 0 LL
Q w ::,
U) ~
,_
~ <") 0
0
(/J w 0
b w z (!)
"' w 0
~
~ w >
5 LL a,
i <(
"' 0
U) w 0
b w "' (.)
ill :i: 0
<D 0 0
;:'!
~ "" 0
,w
~
<( z
...J
Z O :J w.o:;: w I-<(
I-en o
<(...JI
I-a. I--
Cf) z er:
<( CD 0 z 0::, z
:::; I-. OOI er: ...J (!)
<(
()
I
I-Q'.:
0 z
z " 0 s 0 w ~ (/) 0 0 X
I '" 00 0 ~
(/J Sl 0 <( J ::,
(/)
0 ci z
z ,_ u 0 w w z J 8 <( w
0 "' -' u, Q_ ll_
w ..J w
LL > 0 <( er: w a. 0 ~~
<( (!) zz ::so
a. ~
2 en
UJ ...J I-...J
(/) UJ >-s (/) z
~o w 1--
::lE o
I-<(
<( a::: w I-~ GS
FIGURE NUMBER
C-201
460
440
420
400
380
360
340
320
300
280
B
MW-10
~~
MW-35S
0 0 + .....
APPROX.
EXISTING
MW-9
FOOTPRINT OF
SOIL PILE
LEGEND
B B'
RW-1 0
Mw-14
CROSS-SECTIONAL CUTTING PLANE
OFF-PLANE WELL PROJECTION LINE
EXISTlNG EXTRACTION WEU
PROPOSED EXTRACTION WELL
EXISTING MONITORING WELL
.MW-9
•·· -.,, ' .· -:-..
+ en 0 :;;:
•. 1
RW9
:r M W-5A_, ..,, \U,,,
:r LU
·.., I-JVIW-5
iE
I
MW 36&-t-
M~D
-5
PARTIAL SITE PLAN 8-8'
0 + CJl
0 :;;:
SCALE: 1" = 20'
' ,,._ ---~ ' . ~ "' . .. --. ' . ' . •·· . .,, ..
0 +
0
0
PROFILE B-B'
SCALE: 1" =20'
POWER AND SIGNAL
CONDUIT U.,, -SGS
RW-3
451.83
RW-ff
MW-38
+ 8 ,..,
.,. ---•. ~ ./•"' ~--··-
MW-.B RW-12
·. --~ -·--'~>< '.;',_t:-., .. _-··,:-·: ·:: ,_-·_ ·._' .... _-:·,;,"'-1,.i=:11-'-'--
+ g ,..,
------
B
-CROSS-SECTION 8-B' • EXISTING WELLS
Ground Scroen·ElevatfOn (1)
Well lO Top of Rfser Surlace Groundwater
Elevation ·H) Elevation (1) Top Sottom Ele-vation-(2) ·
Ml'l/!18 438.£5 ..;.J7.93 3a7.,;3 382.,;J 405.01
MW06 438.61 436.36 402.B6 397.86 404.53
MW07 441.94 440.0S 401.29 396.29 406.07
MW06 447.85 445.91 397.91 392.91 401.91
----· MW09 442.52 440.44 401,44-39&.44 401.02
MW35D 444.69 441.99 304.99 294.99 401;51
MW35S 443.1l 441.5.7 -401.57 391..57 -400..86
MW38 445.38 442-47 345.37 335_37 407.52
All e!e\lclliOn data are in feet rerati-.e to site datum
(1 ): Data-obtained from Append-io1t a, "Results of Data Acquisition ActMte-s for NGW Lot
86 GroundwaterRemediaf Design", No'lember 1999, Mid-Atlantic Associates, P.A.
(2)· Data obtained from Table 1, "DRAFT Report of Resul(s; June..July 2004 GroundtAater
M:mttoring-Evenr, July t9, 2004, PiedmontGeologic, PG
INSTALL VAULT 2" ABOVE GRADE
AND SLOPE GROUND SURFACE
TO DRAIN
INSTALL VAULT 2" ABOVE GRADE
AND SLOPE GROUND SURFACE
BENTONJTE SEAL
(9' TO 12' BGS)
! -_ -_
TO DRAtN
CEMENT GROUT
(TOC TO 9' BGS)
Z' 0 PVC RISER
(TOG TO 15' BGS)
BENTONJTE SEAL
2' ABOVE TO 2' BELOW
BEDROCK INTERFACE
4" 0 STAINLESS
STEEL WELL SCREEN
(10' TO 30' BELOW BEDROCK INTERFACE
APPROX/MATEL Y 90'-110' BGS)
·.~
. ..
.• ~
3;cJ'x2' CONCRETE VAU!.T WITH LOCKING WATER TIGHT HATCH
JUNCTION BOX/LOCAL DISCONNECT/CONTROL PANEL
3'
t
2'
i. .. ...
WIRING CONDUtT(S)
COLLECTION HEADER
7 (18" SGS MIN:)
..• :-. •
VAULT DRAIN
6" MIN. GRAVEL BEDDING
FILTER FABRIC
CEMENT GROUT
(TOCTO 2' ABOVE BEDROCK SURFACE)
4" 0 STAINLESS STEEL RISER
(TOC TO 80' BGS OR 10' INTO BEDROCK)
SUBMERSIBLE WELL PUMP
SET TOP OF PUMP @ EL 380'
OUTER STEEL CASING
TOP OF BEDROCK
BOTTOM OF WEL@ 110' BGS
OR 30' BELOW BEDROCK
rNTERFACE WHlCHEVER IS FIRST
I
DEEP EXTRACT10N WELL & VAULT DETAIL
2" 0 WELL SCREEN
(15' TO ao· BGS)
SAND PACK
(12'TO SO'BGS)
'-_ , ..
_-
BOTTOM OF WELL@ 40' WATER TABLE
PIEZOMETER DETAIL
flc1 fi:j
NOTE:
NOTTO SCALE
LEGEND
GROUNDWATER ELEVATION
WELL SCREEN
SILTY SAND
WEATHERED ROCK
COMPETENT ROCK
MONITORING WELL DIAMETERS
HAVE BEEN EXAGGERATED FOR
CLARITY AND ARE NOT TO SCALE
20'
1" =20'
INST ALL VAULT 2" ABOVE GRADE
AND SLOPE GROUND SURFACE
TO DRAIN
BENTONITE SEAL
(9' TO 12' SGS)
4" 0 STAINLESS
STEEL WELL SCREEN
(15' TO 80' BGS)
NOTTO SCALE
3'x3'x2' CONCRETE VAULT WITH LOCKING WATER TIGHT HATCH
JUNCTION BOX/LOCAL DISCONNECT/CONTROL PANEL
3'
!
2'
WIRING CONDUIT(S)
COLLECTIONtlEADER
(18" BGS MIN.)
.• '"c,c,I lln-c· -~-':-:c-1 ... :
--_-
-_
..
VAULT DRAIN
6" MIN. GRAVEL BEDDING
FILTER FABRIC
CEMENT GROUT
(TOC TO 9' BGS)
4" -0 STAINLESS STEEL HISER
(TOC TO 15' BGSJ
SAND PACK
(12' TO 80' BGS)
SUBMERSIBLE WELL PUMP
SET TOP OF PUMP @EL 370'
· ----BOTTOM OF WELL@ 80' SGS OR
AUGER REFUSAL WHICHEVER FIRST
•••
o~----20·
1" = 20' SHALLOW EXTRACTION WELL & VAULT DETAIL
.. I . :·;-·.
: f, '•'· .,I
•:,,·. I 1:-1 \"',
C,
•, I
' 'i
" '': "'.'
NOTTO SCALE
Ul () ,l'_ ~
00 z e> V i " ..., , 0 ~ D "' .Ill ~ "' ~ ~ "' • c "' .... 0 " • C u • ll'. :I: " 0 "' ■□□ Ul en ·E -< * • ~ ~-"' "' C a w >-., :,,; • C
Ill ~ c C • 2 2 2 00 C
i.. C "' . . ·~ C: -;:: C) V X m ... ·w ..i::: o -U) ..J O ::i: r.1 :;;; □□□ ;:;: C • E C -e -Ill •• ~ C 'l: ..<:I w ..; 12 17] " TI C ..; i.. "' • 0 .Q ~ E • Ill 0 • ~ • ;:;: • ;; ~ C
"' m .3
□□□
z 0 ;::
0 :,
fl' I-"' z 0 0
fl'
0
C u.
.Q 0 ·5 w
• :,
ll'. <J)
'!!
~ ...
!':! 0 "' 0
0 0 z
<J) i <J) <O ! g &l w w 0
0 0 0 0 U) "' !':! X ... I "" .
?l <J) 0 "' (/) 'll 0 < ~ :, .,
0 ci z
ti b z
w ti ..
z ! LU ci C) "' .. ,ii ill z 0 ill ..J 7
<J) LU I-< ·O w w fl' I < u "' ..J n 0 0 0 <t) n. ;:;:
w z
LU _J
~ ...J LU
LL 0
(/) 0 z
0::: <( 0::: w w z a u. > ...J o:r: z 0 z I-=> w ft'. <( 0:::
w I-<( zO
I-(/) 0 ::5 z i=: _J :r: a ~ (/) Cl.. I-zo::: ~o <( <!) 0 w _J
Zoo z I-<(
_J I-• (/) (/) oo:r: >-_J
0::: _J (.';) (/) _J
<( w I-w
0 ...J zs
:r: <( Wz
I-0::: ~ 0
0::: I--
0 <( t-
UJ 0 z -0::: ~
I-t-
X w
FtGURE NUMBER
C-202
P-2
W364
FENCE
• f
I
l
Ii
I
I
I • !
W-5
I -5. l
I
j • I
I
I • !
I
RW\13
\
I
P-3
• I
\
I
" \
I
\ • I
I
\
" I
I
I
"=20'
RW-3
460
440
420
400
451
380
360
340
320
300
I
C
RW-3 uw:..r20 MW-12
0 +
0 0
PROPOSED GRAVEL
DRIVEWAY
EH-----J EH ...... " .... ~ .. ~\\\
......
hlW-121
C
'
POWER AND SIGNAL CONrnJIT :t-.2~ ,BGS
EXl'RA.CTlO~ HEA.DER RW-tCJ
-· -· -· -· C • --• -·
-· . -·
MW-.360
RW-13
:El-, _;_...:..:.:__;_;,__;__;__;__;__..::.:._.--1
=~
0 + +
01 0
0 0 u, U)
LEGEND
C'
RW-1 0
RWO
DRwQ
MW•1+
CROSSaSECTIONAL CUTTING PLANE
OFF-PLANE WELL PROJECTION LINE
EXISTING EXTRACTION WELL
PROPOSED EXTRACTION WE.LL
PROPOSED DEEP EXTRACT!ON WELL
EXISTING MONITORING WELL
N + + u, 0 0 0 U) LEGEND Ul
7 GROUNDWATER ELEVATION
111 WELL SCREEN
r:-; · ··< -I
-~
NOTE:
WEATHERED ROCK
COMPETENT ROCK
MONITORING WELL DIAMETERS
HAVE BEEN EXAGGERATED FOR
CLARITY AND ARE NOT TO SCALE
. • ~-::..> ·:.:::::.:>>--:-.::.-,;./.-.. ::.=:-·'_:':::\'.
~
N + c.n 0 U)
1"::; 20'
PROFILE C-C'
SCALE: 1" = 20'
j
20'
OL-----20'
1" =-20'
"' + 0
0 Ul
l,J + c.n 0 Ul
MW--27A MW-27
.,. .,.
+ + 0 01 0 0
{J) Ul
z 0 i= 0 :,
0: ,._
U) z
0 0
0: 0
C u.
.!l Q ., w > :, • O'. (FJ
!!l
ii ,._
C,!
0 "" 0
0 0 z
, ',,,
. .
B~ : -
It, \ i v-{ ! -{¥; 0 •, </--.•' <) .•
•, -1 t,' '•.. I Nr.'ii·· 1,-'r-,.· ·., lo ....... c,x' ,.-,,,,. £. $ ,'.'
• f I I' I ! 0 \l \ 1 \''
(f) s U) "' Lil u. UJ 0
0 0 0 "' ~ ~ 0
ci ti w -z: z w ,.,
CJ s 0 w u5 <( w '.: Lil 0: I
0 0 0 0
(/)
ffi ~ > _,J z 0 => w er: w 1--<:(
1--(/) (,)
~ _,J I
(/) ~ ~
<(IDO z co z
_,J 1---OOI a::: _,J C)
<( -
0 ~
I
1--
0::
0 z
c?
z s 0 I
<f)
<f)
<(
w --' 5 w
... 0 -0 "' 0
ci z
I-0 w ~
0 O" Cl.
0 w
0 X
' "' ,;
--' C,
0 {.) z
ci z
Lil ...,
u.
w z
~ _,J -w LL <..) Oz er: w
0.. LL
0 1--z en
<( w ZS :5 C) a.. z ~g
w <:(
1--(/)
(/) _,J >-_,J (/) w
1--s zz WO ~-1--1--<( (,) w <:( er: a:::
1--1-->< w
FIGURE NUMBER
C-203
1'-6" ~-i-Mt
1'-0" ~--,""'
V'ARTI'1Dt3E
_ \IUER'2)
HOSEPUMP
INTERMEDIATE
-1'EU.
I
3',:4'
CONCRETE
LANDING
t
r
3'-8''
SKID
MOUNlEO
BLOWtR
GAC
FILTERS
TRAYSTV-l£
AIR STRIPPER
·.EFFUJFN'f
MANIIOLE
3'--0" I--
40'-0ft
IOl'l SElECTIVE
RESIN Fil TERS
_J
""" PUMP
r
2,000 GAL HOlOfNG TANK
TAAY-Sl'YtE=
AIR STRIPPER
-· ... "7'f:l)(S•=.i"-ITT -
2"0 HEADER FROM
R£COVERY WE.llS
INSfOEA -{6"-0IP)
BUlilltNG FLOOR PLAN
AND EQUIPMENT ARRANGEMENT
fl)(ffi
-tOt:M':R
CLEAR HEIGHT 13'-6"
. i=ROll ANlSH FLOOR. ELEV.
= =
0'---6'' .. , -----------cl
SECTIONA0 2
2,00{l'GAL. H<ltolNG TANK
-1~-li.8'4" HI
◊ARlRlOOE
flUl::H(2)
HOSE
PUMP
2'"1"'
SLOPE
8'--4"
5'-0"
3':,c;4'
C'ONCRFl=E
LANOING
2'-S''
2'-0"
/
OVHD COILING
DOOR 9'-10'.'
1
6'-0"
I
9'-1-0"
2'--0"
16"0VCPx2'-0" DECPSUMP
COOROJNA.l E: WI SlRIJCTIJRAl
25'-0"
I' . ,
f'.RADE
J_
1'-6" (REF.)
l
SECTtONA-4
TREATMENT BUlLDlNG
PLAN AND SECTJON
SCALE : 3/t6" = t'-0"
'
---•~-.-·•I • I!
i" / ·,•.
I. ,. ' .', ·,,
7'-0"
M-IN.
~-GAt.
TANK
42"0 x 54" HT.
. • .
0'-6"
(l) ID
(l) ID
(l) ID
(l) ID
<D . .
2'-0"
8"PVC Ir 1-'\JC
VFN.T PIPF VENT PIPE
TRAY STY-LE
AIR" $'TRIPPER
(l)
(l)
(l)
..• ·,i
ID
CART~ll.K,'£
FILTER {2'.I
HOSE
PUMP
lRAYSlYLE
AIR STRIPPER
SECTION A-1
FAN
CLEAR HEIGHT 13'-6" Ir-_______ FROMRNlSHF1n-OR-ELEV-
, '
I i
i ii
I
' .1
I
' '
I ,
' I
I ' □ 350GAt
TANK
0'-6"
HOSE
PUMP
SECTIONA-3
~~ :,;?'.~-:~f!!f~~~-~~~~ .. ·,}'I·:!_:.:.\-{ ~~-r~·'·. :: -
:. ~ • • " ' < J ,,
CARl-~IOGI::
FILTER(2)
0'-6"
2,000 GAL t-f0WJ1',JC:i JANK
T0 X 8'.4" HT.
..,... .. ..
16" 0 VCP StlMP X
/2 FFFT Of'EP:,
COORDINATE
W!TH STRUCTURAL
.1.3'-B"
8"PVC
\/ENT PlF'E
l
-S'-4"
CLEAR HEIGHT 13'6"
FROM FINISH FlOOR-E:lEV.
3'·Jc4'" C-ONC-
LANDING (TYP.)
GRAVEL DRIVE
NOTES:
1. All PROCESS PIPING TO BE 2-INCH, DR11, HOPE,
EXCEPT AS NOTED_
2. ALL PROCESS VALVES TO BE QUARTER -TURN
BALL VALVES, EXCEPT AS NOTED.
lll Cl/
+-' <fl ....
tJ ,0 .,
en < .._,
A <fl
i.. Cl/ .... .... .... ::;
z
Q I-u ::,
"' I-ti) z
8
"' ·o
C u.
.S! D -~ w • ::,
,r "' -yl -
.. t--
ra !::! 0 "' 0
ci 0 z
'/ I
/
(JJ <!> U1 "' (/) a, ~ w -' w Q l-0
0 5' Cl .... z "' " N <:,! Q_ ~
"' "' 0 0 0. "1 (.)
ci
ci ci z
w I-z z \:::I u ci
Q 5' w w z u w -' 7
"" <( w ';,: <( 0 w w 0:: I u !l:'. -' 0 0 u 0 "' Q_ ii:
(J) a:: <( z w z :'5 > -...J z 0 Q.. $ .::, w 0::: C) w wl-<( z > 1--(J) 0 -0
~...JI ...J z
Cl) Q.. I-:::> 0 z 0::: (D I-<C co 0 I-D Zcx:,z w
...JI--z (J)
Q O I WO a::: ...J (.'.) ~z
<( -~ <( w D ...J w
I <( 0::: I-0::: I-0:::
0 z
FIGURE NUMBER
C-301
r ~-~-
41'-10"
NORTH ELEVATION
r=12'-6' 12 r:,
PARAPET (MIi\.)
WALL SUPPLY\ I 1 2'-0" FAN (FAH-1)
_J
-------CUCA HEIGH_T_ '-6'' -!--\ FR6r INISH FL OR ELI i-
10'-0" □ l;II\GLI:
DOOR
3'-4"
1-'INISH FLOOR --·--. --..
19'-8" 3'-r ---
j
0'-6" J 26'-10"
EAST ELEVATION
IJflOR SCHFnULE QIJANTTY SIZE ' MATFRIAL FINISb REMARKS '
EXTERIOR PERSONNEL DOORS 2 3'-C•" )( i'-C-" STEEL PNNTED CLOSER K[Y[D i.OCK. KICKPLAT[ ---·-----·------------
OVERHEAD DOORS 1 10'-0" ~12'0" STEEL PAINTED SECTIONAL WIIH 12C)VMOIOR.
NOTES
1. ALI. JOORS TO RF WEATHER STRIPPED
2. THRESHOLDS lO BE. ANODIL!:.Ll
ALU\1I'-IUM W!TIJ SWEEPS
FINISHING SCHEOULE '
FLOOR WALLS ! BASE CEILING
PROCESS BJILDING CONCRE·•-E. PAINt:[1 MET.C.L I NONE OPEN PAIN! ~LOCH ANC CCILINlo WALL PANELS ' STEEL j -
' ---------~---
NOTES '
1. FLOOR TO BE TROWEL FINISH SCREENED
TC DRAIN TC S'JMP '
------··-------
,. 1
r
/CLEARHEI FROM Flt-IS
GHT 13 6"
'-l rLCOR [l[~'.
I
13'-6"
13'
-
--3'-7" ---
10'--0" □ SINGI F
DOOR
3'-4'
WAI I OUV!CR N';,: 24"
(TYP 2 PLS)
-~ R!il:1§.H ~:;·t,"
FR M FINISH OORELE
= =
FINISI I Cf_·:)QR
0'-6" J 10' W X '2''
SFC:TIONAL
DOOR
-3'-"/1' 2'-10" 10'-0"
26'~10"
WEST ELEVATION
NOT.':S:
RUILDl\13 TO BF CclNCRFTF MASONRY
'✓v'ITH RRICK VENEER TO MATC:H
PRACTICE FACILITY BVILDING
2 OPTIONAL -METAL BUILDING
BUILDING LAYOUTS AND
ELEVATIONS
SCALE : 3116" = 1'-0"
'-,•-'
BOLLARD
6'-0"
r
4'-0"
4'-0"
. '
6" •
SLOPE TOP rDR
POSITIV[ WATER
Rll'IOFF
~-·0 SCH LQ STEEL PIPt
!=ILLED W:7 H CCNCRC:fE
WITH BOLLARn r'.D'IIFR
1/2~ SLOPE
Cl <'ISSI"
CONCRETE
ENCASEMENT
C!s .. 6 .. L
BOLLARD DETAIL
4'--8-" 13'-6''
l
1'-0"
I
3'-0''
Flt-;ISH FLOOR
ORICK r AC[
( 1\1 TFRNA ff)
GENERAL NOTES
A ~OJNDATIONS
1. MAXIMUM ALLOWA8L~ NET BEARl~G PRESSURE= 1500 PSF.
2. EXCAV/,TIONS Ar,,o FOR\IS SHALL BE REVIEWED BY THE ENGl~EER PRIOR TO PLACING CONCRE-E
3 AS DIRECTED BY THi: :::NGINEER, LOOSE Ai'.O U~S:.JITABLE MATERIAL SHALL SE REMOVED FROM THE
BOTT(lM OF THF F:)UNOAT!ONSA'iD REPLACED WITH COMPACTED STRUCTURAL FILL OR STONE
4. All Fill BENEATH STRUCTL'RE SHALL BE S[LECT MAT[qlAL FRCT: FROM ROOTS, TRASH, WOOD. SCRAPS, /I on-:ER
EXTRANEOUS MATERIALS. ~LACE FILL IN LIF:'S NOT EXCEECl~G '0 !NCI iES AND COMPACT EACH Llf"T TO 90% OENSi-f
FOR COHESIVE FILL AN: lCO¾ DENSrTY FOR GRANULAR SASE COURSES AT OPTIMUII MOISTI.RE CONTENT AS UEASU'<EC
Bv ASTM D69A ::JI I Pi ACF MF NT SHAl.l Bf UND':R CONTROL OF AN INDE~ENOEN-TESTING LABOR~TORY.
5. PL'ICE CONCRt fE. f-Or( i:iLABb IN AL 11::~NATE SECTIONS AND PRO~'IJE CONSTRUCTION
JC1IN-s AT LOGAT,ONS Si"OWN ON THE DRAWINGS OR AT 3C ;:e.ET MAXIMUM
PRO'IIDE BR~CirJG AGAIN bl 'NALLS AS REQUIRED TO PREIIENTDAI.IAGE DURING COMPACTIO~ OF FILL
8. CONCRE-:-E.
CCNCRETE SHAL~ DEVELO? A. IAINIMUM CO~PRESSIVE STRENGTH AT 28 DAYS /IS FOLL OWE:
.ALL CONCRETE EXCEFT AS f,IOTfD BELO\'/.
~oorINGS.
2. CCNCRETEWORK Sf-lALL CONFORM TO ACI J·8-99ANDACI 301-%
. ....... 4,o-JC PSI
3,000 PSI
3 CCNCRETE SH/\LL s:-:mED A MINIM~M CF 7 OAYS BY ONE OR MORE METHODS SPECIFIED IN A.Cl ~o·
4 CHAMFER EXPOSED EDGES OF cmCRE'fF (ANO AU CORf.lFRS OF ALL COLU~S) 314 INCH. um.ESS OTI--IER'l'IISE NOTED
PLACE · i2 INCH EXPANSION .OINT MATERIAL BE-;->MEEN EDGES OF SlA3S ANO VER:ICAL SUr(FACES. U~LESS
OTHERWISE NOTED
PROVIDE COOSTRUCTION OR CON~ROL JOINTS IN SI AAS AT CFFSETS ANO ~HANGES IN DIRECTION AN:: AT 30 FT. W.XIMUM
C REII\FORGl'JG STE.L
BA~S SHALL BE RO_LED F°'OM NEW BILLE-STEEL CONFORMl~G TO ASI M A615, GRAOE 60.
2 WELDEO WIRE FABRIC SHACL CO~FCR\i TO /\SW A185 OR ASn\A497.
~-REINFO~CING SI ::l:.L (N nACl:. SHl',LL BE ~E'IIEWED BY THE E~GINEEq PRIOR TO PLACING CONCR'.:TE
D. GROUT
NON•SHR,Ni< GR'.JUT SHALL CONFORM TO GORP OF ENGINEERS SPECIFICATION CRO·C 671
GRO,JT SI IALL BE NON-STAINING AND tJON-SrR'NKlf.G
L Wil.TERSTOPS
PROVIDE COtflNLOUS P'~C \\A ERST OPS WHERE SHa.\lN ON ORA.WINGS
W~TERSTOPS SHl\LL BE M/1NUFI\CTURED OF VIRGJN !JATERIA~ COMPOSED OF AN ELASTOMERIC r'OL'IVIN\1. CHLORIOE
COMPOUND ~IEEmG T 7E REQUIREME~TS OF CORPS OF ENGINEERS CRD.C572. SUBMIT MANUFil.CTURER'S LITERAT'JRE
SHOWING COMPLIANCE WITH THE ABD\/E SP[ClflCATION A~'D SHO~/!N3 WATERSTOP SHAPES ;:oR USE
3. W.~TERSTOPS A--: CONSTRUCTION JCMS SHAL. t!E 6 IN::;H MINIMUM LE~GTH "DUMSSLL" TYPE UNLESS OlHERWISE
IrmIr::ATFD ON nRAWINGS. WATER STOPS AT EXPANSION JOit.TS SHALL BE 9I1\CH ~IINl!~UM _ENGT-i "DUMBBELL' TY~E WITH
3,'4 INCH MINIMUM INSIDE DIAMETER CENTER BULB. UNLESS OT~lERWlffi: INDICATED ON DRA'MNGS
4. /Ill SPU:1\G OF W~.TERSTOPS SHALL BE SHOP FABRICATED 81.C~Pf rHAf BUI SFLICES MAY BE !-IEL~ .-ABRIGATED
M DESIGN LIVE LOAD$
s-RUCTURAL MEMBERS SHA~ BE DESIGNED FOR F·JLl DEAD LOADS AND THE ~OLLDWING LIVE .OADS
ROCF LIYlC LOAD
~/ND
20PSF
20 PSF (8ROIJND SNOW L:)A:)
100 WP~ [B~.SIC IV1NDVSL0Cln'I ASCE 7-95 EXPOSURE C
WINO IMF>ORTANCE FACTOR= 1.CO
I\TERNALPRESSURE GCpi • +/. 0.25
CALCUU,TED WINO BASE Skl:.ARS IMWFRS) _____ Vx=12k{W/_I
___ Vy=13k(NiS)
4 ! ATf'RAI_ :1ESIGN CONTROL WIIID CONTROLS
a StlSVIC SEISMIC Pi:RFORMANCE CATEGORY B & C
EFFECTIVE PEAK VELOCITI-RELATEOAGCELEAAll!l'l --------------
PEAKACC':LERAT!ON COEFFICIENT-------------------
SEISMIC HAZAROEXPOSI.RF t,RrnP -------------------
SEISMIC PSRFORMANl,1: GHOJP ---------
SITE COEFFICIENT -----------------------
Av~J.120
A.a -J.110
SHEG=I
SP•: ~c
s~,~
BAi:ilG SI RUCTURA'~S~STEM ------------ORDINARY W-01\!ENT FRAMES CF S7EEI
6. CLOORS
R':SP:)NSEMODl"ICATON FACTOR -------------------
DEFLECT·◊~ AMPUFCATICN FACTOR ------------------
BUILJINGHEIGHT w.m. FEET --------------------
SEiSMIC BAS!: Si"EAR ---
300 PS•
/_ COLlAT~HAL JEAD LO~D SPSF
N. DIMENSIor,s.
1 me CONTRACTOR SHALL SE RESPONSIBLE FOR REVIEWING THE DIMENSIONS OF THE STRUCTLRAL
ORAWINGS AND AJV·SING THE ENGINEER OF ANY D:F"ERENCES IN D:MENSIONS BETWEEN THE
ARCHfTECTUPA:.. AND STRUCTL'R~.L DRAWl~GS PR.OR TO COMMFNCING CO~STRUCT'ON.
F. ~.BBREVIATIONS
THE FOLLCWli'<G L STOF ABBREVIATIO\S IS ~OT INTENDED TO R':PRES:CNT ALL THOSE USED ON THESE
DRAWINGS. BJTTO SUPPLEMENTTHF MCRE COMMON ABBRE~'l~TIONS USED
fYf' uo,
cce
< TCJ
SJ
c.,
FC
TYPICA,_
UNLESS OTHERWISE NOTED
CLEAR, CLEAR.At.CE
TYnlCAL COITTRDL JOINT, TYPICAi CONSTRUCWlN J'.JINT
EXf'A1'.JSIOI\ JOINT
CctSSTRUCTION JOINT
FLCOR ORAi!\
'..!. GCNSTRL'CTION SAFETY.
1. Tf.ESE ST"UCTURA~ DRAWINGS DO t/OT CDNTAIN Nl:.C!:SSAHY GOMPIJNC:NTS FOR SAF:CTY OURING
CONSTRUCTION.
TrE C'.JNTRACTORSrA.L PR OVID[ ADtaUATE 7EMPO'<A"Y BRACING, ~HORING ANO GUYING OF FRAMl'<G
/IG~INSTWIND, CONSTRL'CTION LCAOS AND OTHER TEMPOflAAY fORCLS UNTIL SUCH ~ROTEc··I0~ IS NO
LONG~R REOIJIRED FOR THE SAFE SUPPORT ·:IF THE FR/I.MING
H ~4 ",/2
Cd =4
i"= ~L
\i = 'i <
C g
·~ £
.91 w 0
ci z
"' z n_
Ill 0 I-• @ Q) u z t' ·~ , 0 ...,
~ ~ " ~ "' ~ ~ ~ ll, ~ ]i "E ·~ 0 m m C C) • "' r "' 0 Cl ■□□ 00 '" C 00 ·c < • ~
'ti
·a, ~ ~ C w ~ " " "' " i "' ~ c B 0 ~ • k C • m ·8 C ~ e, Q) x 0 -"' ~ ~ "' 0 -" □□□ -~ :::; C • E -C -e
C<I ·, ~ C ~ ..<:1 w .5 "' "' 00 ,;, 3i C " rn 0 k .Q • E • "' a iii ~ ~ ::.:1 ,1\ 2 .Y • "' "' J
□□□
l IL
z 0
i= (.) :, g:
(fJ z 0
(.)
n'. 0 u.
0 w ::, rn
,!2
.... ,:;
M 0
0
Cl) w 0
i:i w z
('.)
ii'i w 0
(I')
c::: w
t'.l _, ,;;
z ~ ((
0
VJ w 0
ci w "' (.) w I
()
"' '2 .... ,:;
'" 0
u.i I-<(
0
<( z > ...J z 0 ::::, w c::: w I-<(
I-(I') 0
<( ...J I
I-a.. I-(/') z c:::
<( (0 0 z ro z
_JI--QQI c::: _J (!)
<( -
0 ~
I ~
0 z
~
(fJ ..,
I-0 z ~ 0 '" C)
ci z ,_
(.) w w _, ~
<( 0 (.) ((
Cl) Q.
Cl) z
0
"' ~ ~
0
~ <(
ci z
w c! u.
I-z
~o w 1-
...J 0 WW
_J
~ ::::,
I-
t) w
I-
I
t) c::: <(
(I')
_J
_J
~
0 z
<(
FIGURE NUMBER
A-101
I I I I I I Ill I I I I
i
'
..c·-~ .. 1
I
T
I! i rr[-----------~-·; ____ _
'
BRANCH CIRCUIT AND CONDUIT BY
DIVISION 16 CONTRACTOR, SEE
PANELBOARD SCHEDULES FOR
WIRE AND BREAKER SIZES TO
Jr
MECHANICAL EQUIPMENT. -------,
EXTERNALLY OR INTERNALLY MOUNTED
DISCONNECT SWITCH FURNISHED AND Sic
INSTALLED BY DIVISION 15 CONTRACTOR.
LINE SIDE CONNECTIONS BY DIVISION 16
CONTRACTOR. LOAD SIDE CONNECTIONS
BY DIVISION 15 CONTRACTOR.
EXTERNALLY MOUNTED STARTER FURNISHED
AND INSTALLED BY DIVISION 15
CONTRACTOR. LINE AND LOAD SIDE
CONNECTIONS BY DIVISION 15 CONTRACTOR.
CONTROL CONNECTIONS BY Dl~SION 15 *
CONTRACTOR,
EQUIPMENT IN DIVISION 15 WORK. SEE
MECHANICAL OR PLUMBING DRAWINGS
FOR LOCATION OF ALL EQUIPMENT.
------------------------
--------
~;~ -<~ ______ I lft-~, ~--
PROVIDE 3" ZURN ZN-415 FLO~~ N~,r
OR EQUIVALENT WITH NO P-TRAti'.1"-_R /11£~L
WITH TYPE "S" SQUARE STRAINER.
(TYP. 2) ------------r
i1
' '
* A COMBINATION STARTER MAY BE USED
IN LIEU OF A SEPARATE DISCONNECT
SWITCH AND STARTER. DIV. 16 TO
PROVIDE LINE SIDE CONNECTIONS.
DIV. 15 TO PROVIDE LOAD SIDE
CONNECTIONS.
JUNCTION MAY BE SHOWN
ON ELECTRICAL PLANS FOR
SOME EQUIPMENT (NOT
NECESSARY IF WIRING IS
CONNECTED DIRECTLY TO
STARTER OR DISCONNECT
SWITCH.)
WIRING ANO CONDUIT IN
MECHANICAL WORK
PANELBOARD
~t=:::J~
' "j i
I __ J
\ I
-......____ WIRING ANO CONDUIT IN MECHANICAL OR PLUMBING WORK
"'-------FINAL CONNECTIONS INSIDE EQUIPMENT TO BE MADE
BY THE DIVISION 15 CONTRACTOR
ELECTRICAL CONNECTIONS TO
MECHANICAUPLUMBING EQUIPMENT
NOT TO SCALE
1 1 / 4"CW FROM SITE. SEE SITE PLAN
FOR CONTINUATION.
,. -----·--•----·-
PROVIDE HAWS TWBS.EWH, OR EQUIVALENT, 18 kW, 480V/3PH INSTANTANEOUS WATER HEATER FOR TEMPERED
WATER TO EYEWASH STATION. PROVIDE WITH DISCONNECT SWITCH. MOUNT CABINET ON UNISTRUT, SUPPORTED
FROM THE FLOOR, NEAR EYEWASH. INSTALL ALL PIPING PER MANUFACTURER'S RECOMMENDATIONS,
-1----------
7!id~-------r-:-,;_-
\_PROVIDE WOODFORD MODEL 24P ¾"
·-1 ·· 1
HOSE BIBB WITH INTEGRAL VACUUM
BREAKER.
CD M I
PROVIDE HAWS 7777, OR EQUIVALENT, EYEWASH
STATION, PROVIDE WITH STAINLESS STEEL RECEPTOR,
DUST COVER AND FOOT PEDAL CONTROL ASSEMBLY.
MOUNT UNIT FIRMLY TO WALL AND FLOOR.
~ ('
i<> <"
1% SLOPE
3"W/
~-I
--~-"·-,
TERMINATE 3 W PIPING
INTO SUMP_-+~
' I
ll<==ttr I L~~"~J \
/
I
I
---j' ---
-~']_./
,.,..,
I I I I I I I I I I I I L J
M ,.,..,
I I I ,
I I I I I I L .J
I
I
I
I
I
I
I
24"x24" RUSKIN ELF375DX WITH
BIRDSCREEN OR EQUIVALENT,
(TYP. 2)
I I
GENERAL NOTE:
1. EXHAUST FAN THERMOSTAT SHALL BE SINGLE
STAGE COOLING ONLY THERMOSTAT WALL
MOUNTED AT 48" AFF, COORDINATE LOCATION
WITH OTHER TRADES.
KEYED NOTE:
0 PROVIDE 115V/1 PH MOTORIZED BACKDRAFT
DAMPER. ATTACH BACKDRAFT DAMPER TO
LOUVER. INTERLOCK ACTUATOR WITH EF-1.
SEQUENCE OF OPERATIONS:
EF-1: OCCUPIED: FAN SHALL OVERRIDE
THERMOSTAT SETTING AND CYCLE ON WHEN
LIGHTS ARE ON, UNOCCUPIED: FAN SHALL
CYCLE ON/OFF TO MAINTAIN SETPOINT
TEMPERATURE OF 80'F(USER ADJUSTABLE),
MOTORIZED BACKDRAFT DAMPERS LOCATED AT
INTAKE LOUVERS SHALL BE INTERLOCKED WITH
FAN AND SHALL BE OPEN WHEN THE FAN IS ON
AND CLOSED WHEN THE FAN IS OFF,
UH-1,2: UNIT HEATERS SHALL CYCLE ON/OFF
TO MAINTAIN SETPOINT TEMPERATURE OF 45'F
(USER ADJUSTABLE).
"--REFER TO ARCHITECTURAL PLANS FOR
MOUNTING HEIGHT, COORDINATE FRAMING
WITH METAL BUILDING FABRICATOR. PROVIDE
WITH SUPPORT BRACKETS.
(TYP. 2)
I Dewberry
Dewberry & Davis, Inc.
2301 AEXWOOOS DRIVE
SUITE200
RM.EIGH, NC 27612
PHONE: [phone]
FAX: [phone]
LEGEND AND SYMBOLS LIST
gm MOTOR OPERATED DAMPER
THERMOSTAT
AIRFLOW ARROW
EQUIPMENT TAG
SCHEDULE NUMBER
I-------1 POTABLE COLD WATER (CW)
WASTE PIPING (W)
b PIPE DROP
1 0>------1 BALL / BUTTERFLY VALVE
SYSTEM NOMENCLATURE
EF-1
._I_# NUMBER OF UNIT
EF = EXHAUST FAN
UH = UNIT HEATER
ABBREVIATIONS
AFF
CFM
ESP
HP
MBH
PH
TEMP
T'STAT
TYP.
ABOVE FINISHED FLOOR
CUBIC FEET PER MINUTE (AIR VOLUME)
EXTERNAL STATIC PRESSURE
HORSEPOWER
THOUSANDS BTUH
PHASE
TEMPERATURE
THERMOSTAT
TYPICAL
EMERGENCY HOT WATER
SHUTOFF VAL~. VALVE
SHALL CLOSE WHEN WATER
TEMPERATURE RISES PAST
95 DEG. F.
EXHAUST FAN SCHEDULE
EMERGENCY EYEWASH.
SEE FLOOR PLAN FOR
EXACT SPECIFICATIONS.
1/2"
TEMPERATURE
GAUGE
18kW ELECTRIC
INSTANTANEOU
WATER HEATER
HOT COLD
OUTLET INLET
1/2"
50 MICRON
FILTER
PRESSURE BYPASS VAL~.
VALVE SHALL ALLOW COLD
WATER TO FLOW TO EYEWASH
IN THE EVENT OF A 25psi
DIFFERENTIAL, THEREFORE NOT
INTERRUPTING FLOW OF WATER
TO EMERGENCY EQUIPMENT
ELECTRIC INSTANTANEOUS WATER HEATER
NOT TO SCALE
TAG
EF-1
NOTES:
1.
2.
AIRFLOW ESP DRIVE MOTOR
MANUFACTURER/ MODEL DESCRIPTION NOTES (CFM) (IN) TYPE HP RPM V/PH
GREENHECK / SBC-3H24-5 WALL MOUNTED PROP FAN 4086 0.375 BELT .5 1043 120/1 1,2
PROVIDE WITH FACTORY MOUNTED AND WIRED DISCONNECT SWITCH, MOTOR SIDE GUARD, WALL COLLAR AND GRAVITY BACKDRAFT DAMPER.
COORDINATE WALL FRAMING WITH METAL BUILDING FABRICATOR. PROVIDE WITH SUPPORT BRACKETS.
UNIT HEATER SCHEDULE
MARK MANUFACTURER/ MODEL TYPE OUTPUT HEATER HP CFM RPM VOLTS( NOTES MBH KW PHAS
UH-1 TRANE/ UHEC-031COCO ELECTRIC 11. 2 3.3 1/125 400 1550 277 /1 1,2,J
UH-2 TRANE/ UHEC-031COCO ELECTRIC 11. 2 3.3 1/125 400 1550 277/1 1,2,3
NQT~~-
1. PROVIDE UNIT WITH THERMAL OVERLOAD PROTECTION AND U.L. LABEL.
2. PROVIDE WITH INTEGRAL UNIT MOUNTED LINE VOLTAGE (277/1} SINGLE-STAGE THERMOSTAT.
3. PROVIDE UNIT WITH DISCONNECT SWITCH AND HLHM CEILING MOUNTING BRACKET KIT.
i5
I
!§
C ~
.Q w .!! :::i
> "' . "' 0: -
~ VJ
c:i w z
(!)
1i.i w C
~ en 0::
UJ >
~ VJ
z s: ~ C
Cl: "' :,: e ::; 1§ -
c:i w "' () w w :c :,:
0 C
<( z
...J z O ::) w 0:::
UJ I-<(
I-C/J (.)
~...J::C C/J a. I-z 0:::
<C co 0 z cc z
....I I--0 0 ::C 0:: ...J c.,
<( UJ (.) ...J
I <(
I-0::
0::
0 z
5' 0 0 0, -1!i " • 0
!!! 0
"' -
d z
f-() d w w
_J .., z
.,: 0 w 0 Cl: _J
"' 0. ii:
Cl z
<(
c., z z
i== <(
...J <( a. ...J c., -I-z z
UJ en > ::2E
::) c., ....I z a.
I-<(
UJ ::c
FIGURE NUMBER
M-101
1'-0"
o·-11" 2
/\ND CAULK v[J{PANSION JOJNT
_r, /
~¾~~¾~~ . .
,~-;»0}!;,f::j;,i:5,, -:,;,~~ 7>-;y~_
0''-3" -
I I
1·-0·
o·-1·
VF.<PANSKJNJOlNT
ANO CAULK
V v~s._1{ - -~~. RR/f:cRRRr;. • ~ /);),>,.·
O'~' -
--
j
A~®"'OGFW
_/ ' MM> .M.MMMMMMMM.J'-M.M.MM.1"-1..M.M~ ~
4" AGGREGATE /
BASE MATERIAL
40'-0''
SECTION A -A'
-
'.HRR/f:cr.l
4' AGGREGATE_/
BASE MATERIAL
16" 0 VCP SUMP
(2 FEET DEEP)
,
SCALE· 3/8~.a 1'-0"
r-0'--8"
~#6@1~0.C .. E.W.
f
'
.W-0"
SECTJON B -B'
SCALE : 318''::: 1'-0-
-2'-6"
2'-0"
DR1CKLEDGE
3'-0•x4'-0"
CONCRElE
LANDING
,: "
2'-0"
SEE PCOESTAl DETATL
F-00 Hi;--~~ lAVOUT
1'-8"
SUMP DETAIL
SECTION C -C'
SCALE : 3/8" = 1 '..JJ'
S" CONCRETE --, 1 0'-8"
f--
____ c_""_•-~~------,-0'-4"
CONCRETE"St.AB
(FINJSHROOR)
#5@ 12" O.C,, E.W.
3'-8"
l
FOOTING DETAIL
SECTION D -D'
SCAlE : 318'' - 1 '--0''
I
1"-0"
t
.--0'.:.S"
l"1RHRJ:;cRRTi'JRT>JT>JHll./t
l
0'-1:i' -
EXP AN.SION .JOINT ~ AND CAULK
-
. .
-~ .>-IMJ'-IM
-0'-3"
EXPANSION JOINT
ANUCAULK
r-0'-6"
~
NOT!=
FOOTING REJNFORCEMENT-NOT
SHOWN FOR CLARITY
~
' -
,_
MM-'"< >-IM Jo,
' 0'-1~"
--0'-3"
~~~~~'\W ,~v~00.v/
~~'-:' 0..'0'
=7
¾%%%%%>«! ! 1/,~~vj(, /, "'' mW
l --
3 '-6" ' ,,
j F
~
'-0''
I,,
~"'" ,·o T!ESINTOP
F PEDESTAL
/' #6BARS
7
F'
i'-#3TI ES@ 1£" 0/C (MAX.)
,
j ~ L 5#6BARSE.W. j
4'-8"___j
#5 BARS@ 12" OtC E..W.
PEDESTAL DETAIL
SCALE : 318""' 1'--0"
8#6 BARS
#3TIE8@
16" O!C [MAX.)
PEDESTAL DETAIL
SECTION F -F'
SCALE ; 316'-' 1'--0"
TREATMENT BUILDlNG
PLAN AND SECTION
~
I
2'-0"
I
3'-O" t
I
2'-6"
I
rl
t-1'-4''
2'-{)" ~ 1'---4"'--
,-8
.
-. --J I I __l L J,s•l-'r 1'-4" L~2·:J-I
4'-8"
SLOPE
3';c:-4'
CONCRETE
LANDING
3'x:4'
CONCRETE .----c· LANDING
ro [ 7 3'-4" r--0'-8"
TOP Or"FOOTlNG 24"n_~24"J 45 J n
(SEE NO TI: 2)
I 16" I I
' L
16" 1 l r -
"--·
20.'-0'' I
40'-0"
FOUNDATION PLAN VIEW
SCAL[ : 3/16" -z 1'-0"
(REF) 0'-2" 7 --
l i
BlDG, STEEL{SEE NOTE 1)
(Al TERNATF)
BR!CK VENEER
2'-6"
L
Ln·
I
6"HT.CURB -----0'-4"
8RICKI.EDG':' FINISHED GRADE
Fl 449.92
NOTE.
1 COLUMNO!MENSlONSAREASSUMEOFOR
FOUNDATION DFS!GN ACTUALDIMENSKlNS
T-0 OE PROVJOEO BY P-RE-ENG!NEEREDMETAL
BUIWING MANUFACTURER. t----+-1 '-4" 4. COLUMN ANCHOR to-CATIONS TO 8E DETERMINED
BY PRE ENGINEERED SU-llDINGMANUFAGTIJRER
1----4'---8" ------<
A-GCl:SSRAMP
AT OVERHEAD
DOORWAY
0'1"
SECTION E -E'
SCALE · 318" = 1'-0-
RAMP DETAIL
St.Ar F: 3/Hlff = 1'-0"
W6·x12WWF
ENLARGED RAMP DETAIL
SCALE:NTS
SFF FN!.ARGEO OETAIL-
WIRE·MESH REINFORCEMEI-IT
GRAVELOR-IVEWAY
NOTE:
FOOTING.REJNFORGE.MEN.T NOT
StiOWN FOR CLARITY
I
-2'-6"
Le
.6'-11"
t
A
25'-0'' 26' -4"
I
3'.S-
I
~
f6~ 0 VCP x: 2'--0"
DEEP Sl>AP
SEE DETAIL
lHIBSHEET
z 0
fj_
::,
~ z 0 0
0:: 0
C u_
Q 0 J~ U)
0:: ~ ,_
0 w z
C) en w 0
>-t-
(/)
0::: w ~ z
G ..J 5'
~ ~ Cl
(fJ :g w
0 0 <'! .....
<'! "' 0
0 w "' 0 w w ';;;: I 0 0
<( z -...J
0 ::, w 0:::
wt-<C t-(/) 0
<( ...J I
I-a.. f--(/) z a::
<C.coo zcoz
...J f---OQI
0::: ...J 0
<( w () ...J
I ~ f--
0:::
0 z
! "' "' 0 i -0 "" N I g U) 0
(/) rJ,
<{
0 z ,_ " 0 0 I.U w z ..J ,
<{ al w 0 ..J
.(/) 0. u_
(/) s w
z 5
j z
0 a..
z I-
() 0 w
~ (/)
0 0 z z <( ::,
0 (/)
lL ...J
~ w
0
FIGURE NUMBER
S-101
•:j . _ .. ; ____ . ' . . ·-'-· -,, .
LOAD SERVED VNPHASE CB p CKT CKT p CB VA/PHASE LOAD SERVED
A B A B
RECEPTACLES & LIGHTING 304 20 1 , 2 2 15 430 WELL PUMP RW-1
WELL PUMP ORW-A 430 20 1 3 4 430
430 15 2 5 6 2 15 4.30 WELL PUMP RW-2
WELL PUMP DRW-B 430 7 8 430
430 15 2 9 10 2 15 430 WELL PUMP RW-3
WELL PUMP DRW-C 430 " 12 430
430 15 2 13 14 2 15 430 WELL PUMP RW-4
WELL PUMP DRW-D 430 15 16 430
430 15 2 fl 18 2 15 430 WELL PUMP RW-6
WELL PUMP RW-11 430 19 20 430
430 15 2 21 22 2 15 430 WELL PUMP RW-6
WELL PUMP RW-12 430 23 24 430
430 15 2 26 26 2 15 430 WELL PUMP RW-7
WELL PUMP RW-13 430 Z1 28 430
430 15 2 29 30 2 15 430 WELL PUMP RW-8
SPACE 31 32 430
SPACE 33 34 2 15 430 WELL PUMP RW-9
SPACE 35 36 430
SPACE 37 38 2 15 430 WELL PUMP RW-10
SPACE 39 40 430
SPACE 41 42 SPACE
VOLTAGE RATING 120/240 MAIN BREAKER? YES TOTAL LOAD (VA) 7614 7310 PANEL DESIGNATION I F'P2
t OF PHASES 2 BREAKEP 'IA TING 100A DEMAND FACTOR 1.00 NOTES:
# OF WIRES 3 BUS RATING 226A DEMAND LOAD /YA) 7614 7310 NEMA 4X ENCLOSURE
MOUNTING? SURFACE NEUTRAL RATING 100% DEMAND AMPS 63 I 61
SE RATED? 1110 MIIIAIM KAIC 10
LOAD SERVED VA/PHASE CB p CKT CKT p CB VA/PHASE LOAD SERVED
A B A B
RECEPTACLES 1080 20 1 1 2 1 20 1000 PCP-1
RECEPTACLES 1080 20 1 3 4 1 20 SPARE
SUMP PUMP 870 20 1 5 6 1 20 FS 1 FLO WM ETER
LIGHTS INTERIOR 1026 20 1 7 8 1 15 100 BACKWASH PUMP
LIGHTS EXTERIOR 190 20 1 9 10 1 15 100 FS2 FLOWMETER
OVERHEAD COILING DOOR 864 20 1 " 12 1 20 SPARE
SPARE 20 1 13 14 1 20 SPARE
SPARE 20 1 15 16 I 20 SPARE
SPARE 20 1 fl 18 1 20 SPARE
SPARE 20 1 19 20 1 20 SPARE
SPACE 21 22 SPACE
SPACE 23 24 SPACE
SPACE 26 26 SPACE
PANEL PP2 7310 100 2 Z1 28 SPACE
7614 29 30 SPACE
31 32
33 34
35 36
39 40
41 42
VOLTAGE RATING 120/240 MAIN BREAKER? YES TOTAL LOAD /YA) 10854 10380 PANEL DESIGNATION I PP1
t OF PHASES 2 BREAKER RATING 200A DEMAND FACTOR 1.00 NOTES:
tOFWIRES 3 BUS RATING 225A DEMAND LOAD IYAf 1 0854 I I 0380 I
MOUNTING? SURFACE NEUTRAL RATING 100% DEMAND AMPS 90 87
SE RATED? NO MINIMUM KAIC 25
LIGHTING FIXTURE SCHEDULE
TYPE DESCRIPTION SIZE MOUNTING MANUFACTIJRER
4 LAMP DAMP LOCATION 2x4 2' WIDE LITHONIA #2SSH-4-32-A 12125V-120-GEB1 DIS
A FLANGED, GASKETED TROFFER 4' LONG CHAIN MOUNTED@ 1 o' -o· AFF OR APPROVED EQUAL
ACRYLIC PRISMATIC LENS 5" HEIGHT
2 LAMP SURFACE MOUNTED 1 x4 1' WIDE LITHONIA #DM-3-32-120-GEB 1 OIS
B FLANGED, GASKETED TROFFER 4' LONG SURFACE MOUNTED OR APPROVED EQUAL
ACRYLIC PRISMATIC LENS, FL. 5" HEIGHT
16" DEPTH WALL MOUNT AT 14'-0" AFF LITHONIA #TWH-150S WALL PACK, DIE -CAST
C GLASS REFRACTOR 8" DEPTH UNLESS OTHERWISE NOTED OR APPROVED EQUAL
HPS 150W W/PHOTOCELL 16" HEIGHT
EXIT SIGN, LED RED LETTERS 13" WIDE SURFACE MOUNT ON CEILING LITHONIA #LQM-SW-1-R-ELN
El THERMOPLASTIC HOUSING 9" HIGH OR WALL MOUNT AT 96" AFF OR APPROVED EQUAL
SINGLE-FACE, NICAD BATTERIES 2" DEEP AS REQUIRED
EMERGENCY EXIT LIGHTING 13 ¼4" WIDE DUAL-LITE #LZ2
E2 CONTEMPORARY, LOW PROFILE 5 1 4" TALL WALL MOUNT AT 96" AFF OR APPROVED EQUAL
(2) 6V, 5W HEADS 3 5/8" DEEP
KEYED NOTES:
1. PROVIDE HI FREQUENCY ELECTRONIC BALLAST WITH MIN, I 0% HARMONIC DISTORTION
2, USE ONE OF THE FOLLOWING BALLAST MANUFACTURERS: ADVANCE, MAGNATEK, G,E., MOTOROLA OR SYLVANIA,
r------------7 DISCONNECT RACK
INSIDE OF FENCE
KEYED NOTES
@-e 0 #2 GROUNDING ELECTRODE CONDUCTOR
0 #4 GROUNDING ELECTROOE CONDUCTOR
MDP PP1 PP2 0 [2 1/2"C, 4/14/0] CONCRETE ENCASED METER 80/2771, 240V 240V 0 (1 1/4"C, 2/11/D, 1#6G] 311, 4W 111, 3W 1¢, 3W
225A 200A IOOA G) (2"C, 3#3/0, 1#4G] E RATE MCB I MCB
UTILITY c-0 I © [1 1/4"C, 3/18, 1l/10G] OWNED r-{3)@-e I ' I ·r-0 TRANSFORMER t-I (!) CONCRETE PAD BY E.C. CONTACT UTILITY COMPANY ???KV-FMR PF 1 ~
480Y/277V 37,5kVA I FOR CONCRETE UTILITY TRANSFORMER PAD
30, 4W 480-L _____ ______ _j DETAILS, ,,,,, -© MOUNT WELL DISCONNECT SWITCH I ·r-© ' ' IN WELL VAULT
@-1> 30A u ® #8 GROUNDING ELECTRODE CONDUCTOR 7 ·r-0 r-0 " ~EMA 4 I• • TYP. PRIMARY UTILITY-~ I~
OWNED ( 17) © CABLING WELLS
ELECTRICAL POWER DISTRIBUTION RISER DIAGRAM '
NOT TO SCALE
·-. -'' -' -·--
LOAD SERVED VA/PHASE CB p CKT CKT p CB
A B C
1100 1 2 1 20
LP-1 1100 20 3 3 4 1 20
1100 5 6 1 20
4400 7 8
LP-2 4400 30 3 9 10 3 20
4400 " 12
580 13 14
EXHAUST FAN EF-1 580 15 3 15 16 3 30
580 fl 18
SPACE 19 20
SPACE 21 22 3 30
SPACE 23 24
SPACE 25 26
XFMR PP1 13970 125 2 27 28
13215 29 30
SPACE 31 32
SPACE 33 34
SPACE 35 36
SPACE 37 38
SPACE 39 40
SPACE 41 42
VOLTAGE RATING 277/480 MAIN BREAKER? YES TOTAL LOAD /YA)
t OF PHASES 3 BREAKER RATING 200A DEMAND FACTOR
t OF WIRES 4 BUS RATING 250A DEMAND LOAD /YA)
MOUNTING? SURFACE tEUTRAL RATING 100% DEMAND AMPS
SE RATED? YES MINIMUM KAIC 42
LOT 86 LOAD SUMMARY
.Q!)(. !.QQi:! Amps Y2!1§ ~ VA T2tal VA
19 1 /3 HP MOTOR LOAD 3,6 230 I 828 15,732
4 2 HP MOTOR LOAD 3.4 480 3 2,823 11,293
2 7 1/2 HP MOTOR LOAD I 1 480 3 9,134 18,269
I LIGHTS LOAD 11,2 120 I 1,344 1,344
I RECEPTACLE LOAD 18 120 I 2,160 2,160
1 WATER HEATER LOAD 21.7 480 3 18,020 18,020
2 UNIT HEATERS 11 , 9 277 1 3,296 6,593
1 1/3 HP OVERHEAD DOOR 7,2 120 1 864 864
Total Load 38,470
SUBTOTAL 74,275
T otol New Connected Load 480V 30 89.4 AMPS
LAMP I OF NOTES VOLTAGE VA BALLASTS
4-G.E. F32T8/SPX30
OR APPROVED EQUAL BY 1 1,2 120 124
SYLVANIA OR PHILLIPS
3-G.E. F32T8/SPX30
OR APPROVED EQUAL BY I 1,2 120 62
SYLVANIA OR PHILLIPS
1-G.E. LU150/MED
OR APPROVED EQUAL BY I 2 120 190
SYLVANIA OR PHILLIPS
LED n/a 120 4
ol/, 5W MR-16 HALOGEN n/a 120 10
• I
' '
----
VA/PHASE
A B C
3300
3300
1100
1100
1100
4400
4400
4400
6000
6000
6000
20880 34850 30795
1.00
20880 I 34850 30795
75 I 126 I 11 1
I • . -,,, , I ', ' . ,.,
' '
LOAD SERVED 9 Dewberry UH-1 Dewberry & Davis, Inc. UH-2
2301 REXWOODS DRIVE SPARE SUITE200
RM.EIGH, NC27612
PHONE: [phone] LP-4 FAX: [phone]
LP-3
INSTANT, WATER HEATER
SPACE
SPACE
SPACE
SPACE GENERAL NOTES SPACE
SPACE
SPACE REFER TO THIS SHEET FOR LEGEND AND GENERAL SPACE A.
SPACE NOTES.
PANEL DESIGNATION I MOP B. CONDUCTORS SIZED ON BASIS OF COPPER, THHN/THWN.
NOTES: CIRCUITS THROUGH 100A SIZED ON BASIS OF 6o·c,
CIRCUITS GREATER THAN 1 DOA SIZED ON BASIS OF 75"C
CONDUIT SIZES BASED ON SMALLEST SIZE EMT, IMC,
RGS, SCHEDULE 40 PVC, FLEXIBLE METAL CONDUIT, AND
LIQUIDTITE FLEXIBLE METAL CONDUIT.
C. SERVICE ENTRANCE GROUND BASED UPON NEC TABLE
250-66,
D. CIRCUIT GROUNDS BASED UPON NEC TABLE 250-122.
ELECTRICAL LEGEND
D LIGHT FIXTURES (USE LETTER DESIGNATION ADJACENT TO
LIGHT FIXTURE AND LIGHT FIXTURE SCHEDULE TO DETERMINE
THE EXACT TYPE OF FIXTURE AND OTHER CHARACTERISTICS)
~ LETTER DESIGNATION 'E1' AND 'E2' IN LIGHT FIXTURE SCHEDULE
EXIT LIGHT SIGN -SHADED AREA(S) INDICATES FACE OF SIGN.
ARROWS INDICATE DIRECTION ON SIGN
I-@
I=§ DUPLEX RECEPTACLE
.'4, SINGLE-POLE WALL S~TCH
.'4! THREE-WAY WALL SWITCH
u? MOTOR-RATED SNAP SWITCH
D DISCONNECT SWITCH -BY DIVISION 16 CONTRACTOR
..,
SAFETY SWITCH -FURNISHED BY DIVISION 15 CONTRACTOR
-120/208V SURFACE MOUNTED PANELBOARD
?Zl.lZ)'" 277 /480V FLUSH MOUNTED PANELBOARD
-----------SWITCHED CIRCUITS --------UNSWITCHED CIRCUITS ----...
ARROWHEADS INDICATE HOMERUN CIRCUITS UNLESS
OTHERWISE NOTED ON THE DRAWINGS -----....
HOMERUN CIRCUIT THROUGH CONT ACTOR DENOTED BY SUBSCRIPT
-co------....
CONDUIT ONLY
~ CIRCUIT TURNED UP
---+---J
CIRCUIT TURNED DOWN
~ TELECOMMUNICATIONS SYSTEM EQUIPMENT
<( z
"' 0 °: '""
Q) .1l z "' ' -" .... 1', .c il 8.
a, " 1 -~ :g, .... C. -~ C (.) iii ~ I ~
0 "' ■□□ "' o; CIJ C < 1i . . .
C ~ ~ ! "C ~ Cl w a, .. , C •
s. ~ C j C C --C g, •
Q) • 'X cu 2J
-1l m ,a C -~ .... <) "' ..... ODO ::Si E . . .
- C -e <IS .. <(
..c:: ~ <( > "' >:. u !I::'. Ul ,_ E § ai s. i f E x <IS iii ~ .
::a "' .=I J,l 55 "' "' .... DOD
• •
•• . •
•• t ~1 u ! ~ ! ll.
z §
::, "' .... "' z 0 <)
"' 0 C U,
" w .. ::,
i! "' "' 21
.,
m ~
;; "' C "'
l1 -
,,l1tlllt11111 ,"'"'\r\ CA Fro,,,, .--·~~t~~--~ : /Q..} ' \ :.
::/i -:
: ~ '. 025653 ! : • • 3 4-~· . --:. \ <". -2 ~ l : ...... ~t;:./4•!-fCtN't.~•••\"1 ,"' .. .... Ir' ......... \,., ....
',, I( A \f'I\\J,_, .. ,,,, ' ,,, '••11111•1
~ "' ~ "' UJ 0
~ ~ z 0 "' ::. ::. 0 ... "' z N -8 -
ci
□ □ z
UJ f-z :z UJ () ci ~ :;: " ~ UJ z <) w ~
f:1 ~ w ~ <) 0 UJ :,: O'. ...,
" " () " fl) a. u.
~
Cl) a: <( w z (/)
2! -w ...J
Z O ...J
::J w a: ::J
w I-<( 0
I-(/) () w
I <(...JI ()
I-a.. I-
CJ'.) z 0:: (/)
0 <( (OQ z ~ CX) z <( ...J I--0 OOI z a: ...J C) w <( -w u ...J C)
<( w I a: ...J I-a:
0 z
FIGURE NUMBER
E-101
EF-1
--
I
I I
E2 / 'i.
-
~-~i_
l l I )
J
~
WP/GFCI,_ -
1.3:15:17
A
0 MDP-14:16:18
DAMPER l--<JJ0
A
•,
\ ' --~ ------------+!~~?+-----------
---
BACK WASH PUMP
INSTANTANEOUS WATER
HEATER
A A
A
MDP-7:9:11
l--<JJ0 MDP-1 :3:5
1--@:jJ
LP-1
---
I '
----••·•-=r=t,.•-·1
BUILDING POWER AND LIGHTING PLAN
SCALE: 3/8"= 1'-0"
---! . I
PANEL 'PP1'
D
---•
TRANSFORMER 'XFMR PP1'
'MDP'
/
I
TO EF-y
PP1-2 -
. :.,. .
,------TELEPHONE DEMARC
<1-----t----CAT 5e TELEPHONE CABLE
C
PLANT CONTROL PANEL
wfJl'rdl
OVERHEAD COILING
DOOR
PUM 0 120V
0
0
0
0
©
©
tJ Dewberry
• Dewberry & Davis, Inc.
KEYED NOTES:
[3/4"C, 3#12, 1#12G]
[3/4"C, 3#10, 1#10G]
[3/4"C, 2#16 SHLD]
[3/4"C, 2#16 TP]
CONTRACTOR SHALL FURNISH AND INSTALL
2301 REXWOODS DRIVE
SlAlE 200
RALEIGH, NC 27612
PHONE: [phone]
FAX: [phone]
MOTOR RATED SNAP SWITCH TO SIDE OF DAMPER.
CONTRACTOR SHALL FURNISH DOUBLE POLE 3-WAY
SWITCHES FOR LIGHTING CONTROL AND EXHAUST FAN
OVERRIDE.
0 CONTRACTOR SHALL PROVIDE 1 1 /4" CONDUIT FROM TO
PCP-1
© CONTRACTOR SHALL MOUNT RECEPTACLE INSIDE OF SUMP PIT
DOUBLE THROW
3-WAY LIGHT
SWITCH
r---7
I I
N
:I OJ oil -------+---< M ,--., 7 MOTOR I I
L---...J
THERMOSTA-..--""DM>--1'
OAMPER
MOTOR
.__--{OM,-~
DAMPER
MOTOR
EXHAUST FAN/DAMPER MOTOR SCHEMATIC
NO SCA.LE
~
I
f§
§ "-- w ,. :,
> "' . "' 0: -
;:
<( ::;
b w z '-' 00 w C
~
Cl) er: w >
a, ~
I C
~ "' ~ ::; £!
~
b w " u w w ~ J: u C
<( z
....I Z 0 :::> w er: w I-<(
I-Cl) u
j'.:: ....I J:
Cl) a.. I-z er:
<( (0 0 Z 00 z
....I I--0 0 J: er: ....I (!)
<( w u ....I
J: <(
I-er:
a:::
0 z
5' 0 0 ~ ~ II N • ill 0 0
~
ci z >-() d w w
..J , z
<( 0 w
() "' ..J
"' 0. u:
er: w ~
0 z a.. <(
(!) ....I
z a..
0 (!)
....I z
:::> I-
CD I
I-(!)
....I z w 0
~ z
!;;: <(
w er:
I-
FIGURE NUMBER
E-102
t
-.
r-----
9 5"
I I
4" co
I I
□ □
,,
f-' I POWER WIRE MGMT. 1...: ~, CONTROL WIRE MGMT. I=
'::;; □ □ Dr <
~
PUMP
NTROLLER
TYP.
• ~ N er
POWER CONTROL ~ ~ cS TERMINAL TERMINAL RII -STRIP STRIP
I-40" -I
CONTROL CABINET LAYOUT
NTS
3/16" STAINLESS----+-tt--
STEEL
3" GALV. PIPE (TYP.)---1
FILL SOLID W/ CONC.
#4@12" O.C. EACH WAY
AT SLAB MID-DEPTH
1 '-011
NOTE 4" TURN DOWN FOR
STRUCTURAL STRENGTH
~t-2 LAMP 32 WA TT, T8, WET
LABEL FLUORESCENT
FIXTURE (TYPE B). SWITCH
'c, MOUNTED INSIDE HOOD.
I
.<[)
1 /2" EXPANSION
JOINT MATERIAL
3000 PSI CONCRETE
4t_o" 4•
WEATHERPROOF~
DUPLEX RECEPT
W/GFI
2 EA. 48" FLUORESCENT 2-LAMP, 32 WATT, T8 LIGHT -----=
FIXTURE (TYPE B). UL LISTED WET LABEL. SECURE
FIXTURE TO BOTTOM OF RAIN HOOD AS INDICATED.
USE S.S. HARDWARE. LOCATE WEATHERPROOF SWITCH
INSIDE HOOD.
PP2
240/120V
10
NEMA 4X
100A
MCB
01'-----' 0
CONTROLLER
CABINET
RW-9, RW-10,
RW-11, RW-12,
RW-13
CONTROLLER
CABINET
RW-1, RW-2,
RW-3, DRW-A,
DRW-B, DRW-C
CONTROLLER
CABINET
RW-4, RW-5,
RW-6, RW-7,
RW-8, DRW-D
2"X2" STAINLESS STEEL
ANGLE BRACE TO -i::;::;;===t"
STRENGTHEN HOOD AT LIP
4"
ELECTRICAL RACK DETAILS
NTS
z
:a
tl Dewberry
Dewberry & Davis, Inc.
2301 REXWOODS DRIVE
SUITE200
RALEIGH, NC27612
PHONE: [phone]
FAX: [phone]
8 6 ~ z 8
0: 0
C U.
-" w ., :, > ., m .,
0: -
,: .,: ::,
i:i w z (!)
Cl) w 0
en
., ~ (D
;'!' !;!
::, 0 ~
~
i:i
~ w "" 0 iii ~ w ~ :,:
0 0 0
a:: <( w z > :::i
5w~ w I-<(
I-en o
<( ...J I
I-Q. I-en z a::
<( (0 0 z c:o z
...J I-. OOI a:: ...J (!)
<( -
(_) ~
I
l-a::
0 z
~
5' ~
i' !!1 M
iii ...I
1}
[/)
0 0 "' ... "' 0 0 ~
d z
1--(..) w ~ 0 0::
CL
Cl z
d z
w ...I u.
<( (/)
~ ....J
(_) -~~
...J Cl
<( ...J (_) w -z a:: <( t Q. w
...J w
FIGURE NUMBER
E-103
DETAIL 'A-A'
I
. , I
GRADE
BACKFILL
· · .;_ /2" o.c.
4• SPARE DUCT
4" ELECTRICAL
DUCT
e·
24,. MIN.
4" ELECTRICAL
DUCT
7-1/2" o.c.
SECTION 'A-A'
NOT TO SCALE
•, · · · '.' BACKFILL . -;~~ ·.· .. ,., < : .tr:.: i ', •j~j 2" O.C.
4• SPARE ✓.,._I DUCT
SECTION 'B-8'
NOT TO SCALE
GRADE
-· -'.· MAGNETIC_
-WARNING TAPES,
, . . .
BACKFILL
.....
4~ SPARE DUCT
4'" ELECTRICAL 'C-C'
DUCT SECTION
NOT TO SCALE
PULL SLOT
CUSTOM CO\.IER
DESIGNATION:
7-1/2" O.C.
4" ELECTRICAL
DUCT
SECTION 'D-D'
NOT TO SCALE
BACKF"ILL
4" SPARE DUCT
BACKFILL
7-1/2" o.c. ·• .. -1-4" SP ARE DUCT
•,
4~ ELECTRICAL
AND/OR CONTROL F'
DUCT SECTION 'F-
NOT TO SCALE
BACKFILL 24"LMIN, :· .: .. : ,, :
. ' '
' . Hr~-r-_:i.r. : i-1 2" O.C.
7-1 /2" o.c.
4• ELECTRICAL
DUCT
SECTION 'G-G'
NOT TO SCALE
4,. SPARE DUCT
GRADE
~'~:iNlCli TIONS,
CATV [TC.
SKID 'RESISTANT
SURfACE
• CRUSH1'D STONE
~i:LOW 1-A'-I0HCL~-
EXTc'.NO 6" (~:~E
AROUNONO. O~ANDHO..E-EDGE
?r
' )
JJ
Ot.t[NSION SCHE~l~~EENSION
HANOHOLE B C D
TYF'E A ~~" 66" 60' J6" '42" _,.
E
E==-=-=-t~~= ... HANDHOLE DETAIL
NO SC."1...E
VIA' K AREAS
Gfll.fE!i'l NQT[S: AR TRAFFIC OR SID[ -
N \/FHICul. A. C·O NOT LOC~Tf
'
I I: ··.-<. (), : () ' 6 ,
:::: :: •. . •••• : 0 q }?
. .. . .. ... TRICAL DUCT
NOTE: ~• ELE~V.,SE NOTED. UNLESS OTHE
4" SPARE DUCT
SECTION 'H-H'
NOT TO SCALE
Dewberry 2001 REXOOO
SUITE 200 NC 27612
RAL.aGH, 9939 PHQ.IE: 919.:k
FAX: 919.88t.
GENERAL NOTES:
1 , 1
KEYED NOTES: SEE HANDHOLE ~~...!_,==~=~ •EILFECCTITR~IICCAAL HANDHOLE. 0 PRE-FABRICATED ONTROL CABINET
DETAIL NTAINING PANEL AND C ® ELECTRICAL RACK CO
FOR WELLS
LEGEND
-u-UNDERG ROUND ELEC.
□ HANDHOLE
O 0 w .. w z z " r,'1 ~ [rl
00 c:: :,;: ~ □ u
~ -~ <( w z > ::i z 0
::J w 0:: w r <C r (/) o
<( ...J ::c r o.. r (/) z 0::
<C co 0 z co z
::i r :r: 000 0:: ...J -<( w
(.) ...J
~ ~ a:
0 z
z
::S
0..
w r
(/)
...J
~ a: r
(.) w
...J w
FIGURE NUMBER
E-104