NONCD0000040_19921101_Abbott Laboratories_FRBCERCLA LTRA_Engineering Plans - Groundwater Interim Remedial Measure-OCR

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PLANT SMIT ARY
SEWER MANHOLE.
Fl
FE
NOM 8" GAL. STL
25 GPM 2 TRAY
AIR STRIPPER
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41 - - -.... -------·------........ ---------____ .. ____ -------;., + -R-E·-·-ss i:-D---F·o-~ENC RE E' a. ,--, ·1 ..... ~,~·c;ff;;·••,,, f D:" 10/61'92 GR Ou~~ D vv A.TE R
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j ! f--t _i__ --_ AND DESI_GG_TC) CONSTRUCT -· , . -· f ,~~· ",~ ... \ IDSGN. RLF 10/6/92 INTFRCEPT 0[\j SYSTEM
1 .... -·· ----l 1 CONFORME] TO OWNER'S REVIEW RLF FCM 11/9/92 [ i ?,~~ r"l i 'CK. FDM i 10/19192 I PROCESS & iNSTRUME~✓TATION
1 , & ISSUED FOR AGENCY REVIEW ~-\ · • ; E PE RLF '10/6/92 DIAGRAM
f------------------------=r=-, ---<. ---·· -------------1---+---+-----<----,f----&-A_U_T_H_O_R_IZ_A_T_IO-N-~-1 O_C_O_N_S_T_R_U_C=T---t-, -+----+-----< ""~ •,<",t. ~'(. •• '" APP'D 110/19/92 -------PROJECT NUMBER R\890.50 DATE PLOTTED 11/12/92
.. _ -·----·--.. --. _______ ---==-=--1--L _ I~ __ ------------_··_-_·--_-.. ----.......... _--_---_·t1·.·M-AD--E.-l' _c_K_D_--+-_ __,_o_,1f---_Is_s_L_1E_D_F_o_R_o_w_N_E_R_'_S_R_E_v_1E_w __ --+--+R_L_F_-+-_F_D_M-+--10120192 , ... -:..,:-;,;';1·i,~:'l!>..,-z~'-~~-~-l..!-·:::i:.":>1t,7:~-" .. _,~~:;---K-R_
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_N_D~i _______ R __ E_v_1s1_0N __ .s______ _ __ J_l,I_A□E : CK□. DATE [N~. ________ ... _ __ REv1s10Ns _ 1 DATE N □. REVISIONS MADE CK □. __ DATE_JL.:__._l'-1-U"I"'-"' ·---· ----f-----+-------------------
The drawings, specifications and other documents prepored by the Engineer for this project are instruments of the Engineer's service for use solely with respect to this project and,
unless otherwise provided, the Engineer shall be deemed the author of these documents and shall retain al! comrr-on low, statutory and other reserved rights, including the copyright.
. I
CLIENT DWG.
NUMBER
SECD DWG.
NUMBER R-1890-I-01
CADD FILE NAME• 1890-I1.DGN
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HOUSE
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TRENCH W/GRATING
4
PLANT
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8" VG SEWER
------------MW-10Arl:-, ei@ MW 108
5 6 l --------
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EXISTING
8" STORM
DRAIN
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EXISTING~ I 8" VC '
SEWER 1 ,'
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DRAINAGE PIPE --'-' BRIDGE I 6 . / . , ,
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PARKING
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NEW 4" SCH.
40 PVC
\__ NEW GROUNDWATER
TREATMENT PAD.SEE
C-03 &c G-OlFOR DETAILS
SEE DWG. NO. E-01 FOR
ELECTRICAL DETAILS
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NOTE:
1. SITE INFORMATION PROVIDED BY ABBOTT
LABORATORIES FROM GRADING PLAN,
DWG. NO. K-LRO-AJ-10, LAST DATED 5-31-84,
WITH ADDITIONAL INFORMATiOr, FROM LIMJTED
HORIZONTAL MEASUREMENTS T N<EN ON 9-1-92,
AND SITE INFORMATICN PROVIDED ON 9/25/92.
SITE INFORMATION SHOULD BE FIELD VERIFIED
PRIOR TO CONSTRUCTION.
2. VERIFY LOCATIONS OF MONITORING WELLS
PRIOR TO ST AR TING CONSTRUCTION TO
DETERMINE ANY CONFLICTS.
3. LOCATION OF NEW RECOVERY WELLS
INDICA.TED or, THIS Dl'IG, IS APPROXIMATE.
EXACT LOCATION WILL B' ESTABLISHED BY
ENGINEER PRIOR TO CONSTRUCTION.
4. POWER !. INSTRUMENTATION CABLES
FROM OFFICE BLDG. TO NEW GROL,NDWATER
TREATMENT PAO PROVIDED BY OWNER SEE
DWG. NOS. E-01 &, E-02 FOR DETAILS.
5. SEE DV.G. NO. G-01 FOR TRENCH OET.I\JLS
\\--' h :::_;._ '-
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DIRECT BURIAL_/\.\\
CABLE TO B &c W
ABBOTT--~
ENTRANCE
SIGN
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I < 3-•6, W/GND., 1"C JUNCTION BOX---.....-.....-...../,, 6-•6, wiGND., 11/,' ,-..... I ( + I I I
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MW-19B
-----T----------T----------T-------
SEWER ALARM IN \
SEWER OFFICE \.
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SERVICE ROAD
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The drawings, specifications and other documents prepared by the Engineer for this project ore instruments cf the Engineer's servtce for use soie!y with respect to t~is project and,
unless other11 · , ided, the Engineer shall be deemed the author of these documents and shall retain aH common law, statutory end other reserved rights, inciudirig the copyr-igr,t.
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SCH O PVC
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SCH 80 J;'VC
,~,,' ,\-, NEW RECOVERY WELL
,' RW-2,SEE DWG.NOS.
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---NEW 1"
SCH 80
PVC
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CONTRACTOR SHALL PROVIDE
ALL NECESSARY FITTINGS FOR
NEW PVC PIPE TO MA!NT AIN
GRADE &c ALIGNMENT INDICATED
ON THESE DRAWINGS.
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MW-20B ~A) \_~~'-
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' C-01 &c C-02 FOR DETAILS
SEE DWG. NO. E-01 FOR
ELECTRICAL DETAILS
"-·,, r GRASSED DITCH -· MW-200 \ __
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CRAPHIC SC LE
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ITEM
1. ELBOW
2. PIPE
3. TEE
4. NIPPLE
5. BALL VALVE
6. REDUCER COUPLING
7. NIPPLE
8. REDUCER COUPLING
9. NIPPLE
10. BALL VAL VE
11. TEE
12. ELBOW
13. NIPPLE
14. ELBOW
15. REDUCER COUPLING
16. NIPPLE
17. ELBOW
18. PIPE
19. TEE
20. PIPE
21. FLUSH BUSHING
22. FLUSH BUSHING
23. VACUUM RELIEF VALVE
24. PIPE
25. PIPE
8"
2
1" SOCKET SCH. 80 PVC 90• ELBOW
1" PVC SCH. 80
1" FNPT SCH. 80 PVC
1" CLOSE SCH. 80 PVC THREADED
1" FNPT VAL VE PVC
2" FNPT x 1" FNPT, SCH. 80 PVC
2" x 2" SCH. 80 PVC THREADED
2" FNPT • 11/4" FNPT, SCH. 80 PVC
11/4" x 2" , SCH. BO PVC THREADED
11/1" FNPT TRUE UNION BALL VAL VE
11/4" FNPT, SCH. 80 PVC
11/4" FNPT, SCH. 80 PVC, 90• ELBOW
11/•" x CLOSE SCH. 80 PVC THREADED
1" x FNPT SCH. 80, 90• ELBOW
11/4" FNPT x 1" FNPT, SCH. 80 PVC
11/4'' x 1" SCH. 80 PVC THREADED
2" SOCKET SCH. 80 PVC, 90• ELBOW
2" PVC SCH. 80
2" S X S SCH. 80 PVC
2" PVC SCH. 80, 10" LONG
2" SPG X 1" FNPT, SCH. 80 PVC
2" SPG X1/z" FNPT I SCH. 80 PVC
½" MNPT, BRASS <BY STRIPPER VENDER)
2" PVC SCH. 80, 12" LONG
2" PVC SCH. 80, 9" LONG
ADJUST HEIGHT OF PIPE,
INST ALL ADDITIONAL 11/4"
SCH. 80 PVC PIPE AND
PROVIDE COUPLING AS
NECESSARY TO CONNECT
TO STRIPPER INLET
3
ITEM
26. FLUSH BUSHING
27. COUPLING
28. UNION
29. STATIC MIXER
30. SOLENOID
13'-6"
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11/4" MLPT x 1/4" FNPT SCH BO PVC 0
11/4" FNPT x 1" FNPT SCH BO PVC
1" FNPT SCH. 80 PVG
1" ADMIX PVC
1" FNPT VAL VE PVC
(()
5
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N
REP AIR BENCH
WAL.1· AS NECESSARY
INV. 24.10
CUT OPENING FOR PIPE
8. S AL WATERTIGHT
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4" PVC_/ I!
SCH. 40 1 !
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2" SCH 80 PVC SLOPE ~ I
111 1/±" 1 FOOT 'fo CLEANOUT, ; I,
NOT REQ'D THIS SECTION ONLY / , I !
HEAT TRACE I, INSULATION / 1 11
,.HH~,4..1-tiE-4-----+L------+-~'-IHr::E}:~~~=~=~~~=~=~~=~~=~
FROM RECOVER
WELLS RWl g, 2
pH ADJUSTMENT
SKID
SEE DWG. L-01 7 CLEANOUT
INV. 224.50 FOR CONTINUATION
NO.
1/4" SCH 80
PVC
/JJR STRIPPER
THIS SECTION OF PIPE
SUPPLIED BY AIR STRIPPER
VENDOR
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NEW
NEW EQUIPMENT PAD
SE£ DWG. C-03 FOR
DETAILS
PLAN VIEW
NOTE•
PRIVACY FENCE
SEE DWG. C-03
FOR DETAILS
1. SEE DWG. G-02 FOR SPECIFICATIONS
OF BAG FILTER, AIR STRIPPER, g
pH ADJUSTMENT SYSTEM.
2. DIMENSIONS />RE l'PPROXIMATE. ADJUST
PIPING le EQUIPMENT AS NECESSAAY
FOR COMPLETE OPERATING SYSTEM
INST Al.LED IN ACCORD ANGE WITH
MANUFACTURER'S RECOMMENDATIONS.
3. HEAT TRACE I, INSULATE ALL EXPOSED
PIPELINES UNLESS NOTED OTHERWISE.
SEE ELECTRICAL DWGS. FOR DETAILS
0 ,, 21
~
GRAPHIC SCALE
The drawings, specifications and other documents prepared by the Engineer for this project ore irstrumer,ts of the Engineer's service for use solely with respect lo this project and,
unle5s otherwise provided, the Engineer shall be deemed the author of these documents and shall retain alt common law, statutory and other reserved rights, including the copyright.
INV. 223.10
EXISTING MANHOLE
4" WYE
CLEANOUT
2" SCH 80 PVC
FROM STRIPPER
4" SCH. 40 __ .,.
PVC EFFLUENT
S:. E°'
NAMES
~ALB
RLF
FDM
RLF
KRB
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6
0 n
7
GRADE
'\,. \.'\ .. ' )';-//;,..
'
,(
,;......--'--'-....,_ __ 1/4"' POWER CONDUIT
SCH. 40
: . ;a:~~,"'---.-,-.. ~&-_.,___ ~~~-Raif•" PVC
BEDDING c,C '-"-''-''-'-'-"-X
8
WELL DISCHARGE PIPE TRENCH DETAIL
NOT TO SCALE
TOPSOIL-~
NOTE• SEE SPECIFICATIONS ON G-02,
FOR PIPING INSTALLATION.
EXISTING GRADE
COVER MATERIAL ----....-[~.
4" PVC SCH. 40 -----.Jc N
4 x 4 x 2 PVC
TEE WITH VENTED
REMOVABLE CAP
..,
~
24" --I
(MAX)
COARSE SANDS I,
GRAVEL WITH A MAz(_.
PAATICLE SIZE OF 3/,"
EFFLUENT SEWER PIPE
BEDDING DETAIL
NOT TO SCALE
NOTE• SLOPE ANGLE.I. SHALL BE LESS
THAN THE FRICTION ANGLE OF THE
EXCAVATED MATERIAL..
17
~-EXISTING GRADE
-
0
' n
DETAIL
0 ,. 21
~
GRAPHIC SCALE
DATE
lC-19-92
10-19-92
!0-19-92
I0-'9-92
10-19-92
17
17
SECTION~~C:-1~
O: I 01
°'-..I--'' NOT TO SCALE
-------------+
PRCJECT NUMBER R'890 DATE PLOTTEJ 10-8-92
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SPECl}'lCt,T!ONS
1.0 GENERAL REQUIREllENTS
4.0
A. Contract<>?" •hall t,r0vide all materials, equipment. tool1 and aervices
required tor conatruction of complete and operational :system.:,. All work
shall be performed in accordance with the"" dnawlngs and specllication11.
B. Contractor ■hall 1"0rk 1n cooperation 1'1.th the 0,rner·• repr-esentative to
coordinate S.U oonatructio.n ecUvtties. .
C. Conlraotor :1ha.ll verify all e:t.lating elevationa. dimensions and condition•
of I.he 1111.e that ere affected by the work prior to proceeding with the
conatruction. Contractor •hall notify Owner Immediately of e.ny
dieorepancies.
D. ~ntraotor ahall be responsible for the protection of nil eilsUng
structure.a. utilities. pipes, conduits, etc. Any dam•ce-done to existin&
facllittn shall be repaired or replaced b:, the Contractor at his o"W'Xl
expense.
E. Contractor ■h•ll not itCllle auy di:atances off of th• drawine. Pl~ vie• UI
for clnrtficalion only and may not be le scale.
r. The Contreotor Bhall be •olely respontllhle for au presQrlbed employer
obllgaUon.s under Cheptar XVll of TiUe 29, Code o! Faderal Reculalion•.
Part 1828. othanrlse known aa •safety and Heallh Re1ulat.!on,, for
Con~t:rucUcn. •
G. Th• 0"1"l.er ,rill provide hori2ontal and 1'ertleal control points for use by
Cont.n.ctor. 1bo Cont.rector ■hall develop and make auJ""Vays as nece:,aary
to complete th• work..
ff_ Th• Contractor •hall mpply submlltel drawing• to lhe Owner for all
equtpment. and ■hall rec•i•e Owner·• approval or submittal• prior to
deli·oery of I.he equipment and pipinc.?2.0 REFERENCES
All equipment and materh1la of conatruction de.cribed in this specitlcbUon shall
meet the applicable HcUon.s of the latest edition of lhe applicable oode• listed
below:
A. ASTK -American Society for 1'estin1 Material•
B. .lCI -Amerloan Concrete Institute
C. OSHA -Occupational Safety and Hn.ll.h Admlnlstration
EXCAVATION 8c BACKP'ILL
A.
B.
C.
D-
i;:.
F.
G.
a.
Contra<!tor ■hall perform all excavaUon required for con:!!!ltrucUon of the
system.
Contraclor •hall make e:i:cavailolllll to eleve.U0W11 and din::Le03i.00-2 neoessary
to perm.1t ereetton of form.a and to install plplng. Contractor ■hall
excavate an additional 1 loot tnto exist.In& material under o.ll slo.h•. and
•hell replace I.he materl1>l In e Inch lift.. compachd to 95,t St1>ndard
Proctor.
Contractor shall b■ responslhle for the determination of the angle of
repon of the tt0U in 1rhlcb the ncava.Una ta to be done_ Sides. slopep and
faaes or all excavatie>ns ahall meet accepted eQiln•erlng requirement.a by
eoalln1, l>enchinc or ol.her equally e!!eotive mearui.
Contractor shall prevent surface water from enlering exca-Yaliorut.
Width of t.rencha for pip• shall provide a cleare.noe of not le11• than B
Inches or more Ulan 10 lnch• on each al.de of pipe,
Conlraclor shall remove debrl•. WBter, and other unsuitable material from
nee.vat.ions before bacldilli.n& ta started. Owner's represente.ttve shall
approve Bite before backfUllng Is started.
Backfill oxcantion.s for !lberai.. .. plplnc end und•r road• wttn specie!
baaldlll. Speo!al backfill are soU aroupo GW. GP. SW, SP in a000rclanoe
'lrith A..<nlf D-2487. Place backfill 1D 8-ino:h loo■e thicknns lift11 e.nd
oompact to 116% Standard Proctor.
Other HoanUolU •hall be backfilled wtth aoll group• G1', GP, GV, GC.
51', SP. SM., SC. ML, or CL In accordance with ASTI.! D-2481. Pie.cc
h1>ck!lll ID 8-!n.ch ll.tt.a and 011mpact to 95% Standard Pnicl.or.
I. Do not "" uD.9\iltehle or troun materiel• for hac]d!li. Do not place !ill
over froz.1111., wet. or muddy •ubgr•d•.
J. If bedding does not oo"Ver pipe, plaoe pipe oover maleria.l from top of
bedding to 12 inches over the pipe. Compact. pipe cover ma.t.erial lo the
denaity required to allow b&ckfill over th• cover mater1e.l to he
oompact•cl t-o th• density specified 1n th••e ~ci!iceat.iona.
K.. Cont.notor shall place ,&-of a111reaate bcse co\ll"ae :subbaee compDctod to
115:1 Standard Proctor under all slaba..
GRADING
A. Contractor shall perfon:o. final rough grading of the area a.round lhe
structure to ensure proper drainage away from the structure.
B. Contrector •hall be rooponsible !or final line 1radini1 and groosing of all
disturbed areas.
5.0 CONCRETE 8c REINFORCING STEEL
6.0
A. Conorete design, materlHl.3, e.nd workmanehip !lhall be 1n accordance w1th
ACI 318 buildin1 code requiremenUII for reinforced concrete. Concrete
sholi be ploced in accordanoe wtth AC! 304.
B. Concrete shall dnelcp 4000 P.S.L compres•lve strencth In 28 days.
proportioned In occ,ordance with AC! 211.1 end alr conlenl of 4.5% lo
6,5,:.
C. Contractor shall submit concrete miX design \o Owner for approval prlor
t.o r,ny p!aoing of con.rete.
D. Conlrsctor shall follow methods outlined in AC! 3De if concrete is to be
ph1ced when the atmospheric temperatW'e l• expected to be lea• than
4-01F. Calcium chloride 1fiU not. be considered for approval &ii an
acceler•ting ad.m.iature,
E. Curing compounds •hall comply with ASTll C309. Type I.
F. Subgrade shall be free of anything deleterious to the concrete.
G. All form..-ork shell comply with ACY 34 ?.
H. Contractor i,hall consolidate concrete by mechanicel vibrators. Vlbre.to.N
shall not be used to trensport eon,:?rete~
I-Contre.ot.or :,hall ftnbh concrete as follows:
Horizontal sur!aoes -brw,hed fint..h
Exposed vertical •urfe.oe~ -sruoolh rubbed flni!lh
J, The Owner will be responstble for all c:oncrete terrtint1 work.
K. Relnforoln4 ateel ah..U be deformed b1>ra conforming to ASTM A 615.
grade 60.
I. 'Where one grid o! reinforcing la required In a w•ll or slob, the grid ohall
be centered in the element, unle:u1 othenrise loc:Dted on the plan-s lrith a
clear d.i:sto.nce to c,ilher aide of the element.
PIPING
A.. Contractor shall supply all pipe and fitting■ for complete piping syslem.
B. Polyvinyl Chloride Pipe and Filling•
I) ·p;pe and Fitting•
••
h.
c.
d.
e.
!.
Pipe end fitliilj;S ebell b& manufe.ctured from unplastlcized,
polyvinyl chloride l'hieh meet.a the requirement. of ASTM
D178". Polyvlnyl chlorido ahoU be Clan 1245-i-B.
Polyvin,1 t!hloride pipe s-hall meet the requirements o!
A!>"fll 01785.
Pipe end nttl11!1• •hall be Sohedule 60 union noted
othenrble. Pipe and fttttne: joints shall be 1ooket 9olvent.
weld. threaded or flenged.
Socket •olvenl weld fit.ting:, shall meet the requ.iremenb of
ASTll D2467.
Threaded fitting~ ■hall me-,t the requirement. of ASTM
D2484.
Plpe oncl fittings shall be by the ••me manufacturer.
ii) Primer
Primer shall he ot.ablllzed tetrahydrotun.n. or equal primer
supplied by plpe and fitting m=ufacturer. for hot, 'W'indy
conciitlons.
Ill) Solvent Joint Cement
Sol•ont joint cement shall meet the Tel\Uiramenta of Asn.t D264.
Cement containen shall be no lar~er than 1 pint and shall ha.ve n
dauber •ecured lo the contelner lid.
iv) Threaded Joint Sealant
Threaded joint •-lent •hall be 1/2-!nch wtde lofion tape In
thickness recommended by manufacturer of threaded fittings.
v) Testing
c.
All piping before beini coveired, enclosed. or pleced 1n. use, shall
be hydroat.atice.lly tested to 150 percent of the maximum
a.ntioipeted preBsure: of the ayst.em. or pne11matices:lly le:sted to 110
percent of the maximum anticipated presaure of the .y:rteim, but
not less than 5 psi gage at tbe highest point of the system. 1'h1a
tost shall be molntelned !or a suffioient time to complete vaual
in.apect.ion of all joints and con.ne-cUons, but for at lecat 10
mlnute:s,
All testln;i mothoda and pressuree •hall be approTOd In writing by
the pipe manufaoturer prior to condQcUng t.he te&t.
Ball Lift Check Valves
Ball lilt check -.aJv.,. •hall be monuloctured o! Type 1. Grede 1, polyvinyl
chloride and shall have vi.ton see.ls. \.'elves shall be 150-pound workin1
pres3'Ul"e and have union type threeded enda.
D.
E.
F.
G.
H.
I.
PVC Ba~ Vo.lve:r
PVC ball valve!! tha.11 be manufactured of ASTU D1784 Type 1. Grade
1, polyvinyl chloride and shell have teflon see.ts and viton seals. Valves
shall be 150-pciund wor1'ing pressw-e at. "l5?F and •hall have double union
screwed ends. Valves shall have polyvinyl chloride handles.
PVC Bu~terfiy Volvea
PVC bljttarfly valve• sholl be mon ufactured o/ ASTM D-1 ?84 Typo 1,
Grade 11, polyvinyl chloride nnd ■hall have 'l'ilon seals e.nd aeals, 316
stainlees steel ■hart, an<l Alan filled tefion bee.ring~. Valves shall be 150-
p0und 1-,rorking pressure at 7~?F and shall be e. we.fer-type disc_ for
Ul3b.lhition between flange fittings, Valves sholl have po):yvinyl chloride
handles.
Solenolr ;alve .----.... .---...._ ..-.... --..__ ----
Solenoid valve sh-all be normelly olosed. 1 • :riz•. lhroaded end connections.
120 volt. 80 HZ with electrical enclo81.1A suitable for outdoor aervico.
P\'C b,dy and viton seals.
Inline Mixer
Inline Lb.er 8hall be 1• :irize, PVC coru1truction 1'ith threaded end
oonn1:1c,tion a11 manuf'sotured by Admlx Corp. or approved equivalent.
I . Pressule Slritoh
Pres:sute smich ohall be ASHCROIT MODEL LDP N4 JJ B O? XK3 200 PSI
or approved equjvalent.
_1 --Jnstauef on of Buried Piping
i) L, ying P!pin1
,.
l.
(.
'.
I
Every pip•. fitti.n&, and valv■ &hall be cleaned of all debris,
dirt. NJ.d other foreign material before be.in& leaid and shall
be kept clean until eicceptcd in the completed 1">rk.
Lay and ml!lllntaln pipe to tha grade ■hown on the drawinijs
OT to the mlnlmum depth speci!led. tnotell lilting• In the
locations •ho,rn on the d..ra:wings.
Where the pipina: ls to be constructed parcllel to and clo3e
to existing bwied utilities. lhe exnot location of which l3
unknown. adjust the ali&nment of the piping to lee.st
interfere with these QUlitte,, unlen othenrh,e shown or
■pecified,
Lay pre:!lsure piping to • dttpth so not len than 3 feet 0
inches of cover is provlded over all pipe. Cover shall be
mefl.,ured a~ tbe vertical dhrtanoe from the t.op of th• plpe
to the ftnl•h 1racle elevation.
Do not ley pipe ln water or when the trench or lf"eeather
conditlons ere unsuitttble for proper lmrtalle.tion.
Lower pipe, fittings, and valves into the trench by hand, by
meena of hoists or ropes. or by other suitable tools or
equipment which will not demage product,, coatlna•. or
linina:s. Do not drop or dump pipe. fittings, or valves into
the trenoh-
Provide thrust rest.ralnt ot b<iri2onW ond vertice.l deflect.Ion
flttin&• and al tee• end plugs.
ii) Pi • Bedding and Haunching
' .
I.
Each pipe section shall be laid ln a firm foundation of
bedding material and hat.U1ched and bo.ckfillcd with ce.re.
Prior to pipe fnS1tallation. carefully bring bedding me.te'l"'ial
to gro,te e.Jon11 the entire length or pipe to bo installed.
Bedding me.t.erial ■hall have a minimum thickness bene.at.h
\he pipe of 4 inchea or one-eighth of the outside die.meter
of the pipe. ,rhlohever ia greater, and shall extend up the
stQ.es of the p1pe one-sh.th of the outside diameter of the
pipe.
The pie.cement of embedment material or bt1unch1na
&.round the pipe mu.st be done 11'1.th care. If crushed stone,
pee gravel, or graded 1:ravel or sand is used as a cover
between the bedding mi,.\.erie.l and • plane 12 inches over
the top of lhe pipe. it shall be hand placed. It fine sand.
atlt. or clayey ~ravel are used 1or initial backfilling over the
pipe, the met.erlal shall be hand placed in e-to 8-lnch
layers and hand compacted 0n both :rities of lhe pipe lo ian
elevation 12 inches over the top of the pipe. Ct.re should
be taken 3Q cot to compact directly over the pipe.
.
I
7.0
8.0
9.0
J. Installnticn of E:xpo~ed Piping
i) Alignment
All pipe shall be installed to accurate lines e.nd grades 1'1lh
fittina,s, 'Vclve:t, and appurtenances at. the required locetions.
Wherever po:udble. piping shall be parallel to wall:s and floor-:,.
ii) Installation
a. All piping shall be c:lea.red of debris. dirt~ etc .. before being
lnS1talled and 3hall be kept clean until ecc~pted at
completion of work
b. Piping •hall be installed in e neat •orkme.nlike mB.nner.
All pipin4: shall be ca.re1ully installed in such a manner as
to prevent damag,e to piping materiels.
c. The piper fUting9, valves. and nppurtf!nance9 shnll be
inllpected for defects prior to installation.
d. Piping shn.11 be instelled such that no undue strein is placed
upon pipinc. joint:,, equipment., or :structure:,,
ili) Supports
a. The Contractor .shall provide s.U supports necessary to hold
lhe plpe and a-ppurtenance3 ln n firm, aubetanUal manner
at the lines end grades shown on drawings or 0,3 directed,
and without strain upon the piplng and connected
equipment.
b, Piping s-hall be aupported from the floor by ruitnble-~addle
sland3.
o. Supports !!!hall be loce.ted wherever necessary and in no
case ahaU exceed 4 feet on centers.
BAG FILTER
Bag Filter •hall be a Rosedale Pro<luct•. Inc. Model 8152P2l~ONSNESBM!OO.
Houzing shall have 2-l.nch NPT connection, aide outlet. coostruoted of 304SS with
ethylene gasJ.:et. Bag sh.all be 100 micron constructed of polypropylene wttb
stainle~ steel ring. Four ext.re. bn.~~ ahe.11 be inc-luded. Ba,ir: filter :shall include
stntnlcr.is steel leij:s. Cover :shall be drtlled and tnpped for connection of a
ditferenti81 pre:uure switch. A differential pressiure switch ind1c.etor shall be
provided Wllh beg filter.
LOll' PROFilE AlR STRIPPER
A. Lo" prorile air •tripper •hall be a North East En..,ironment.al Products
Model 2321. Air 9trlpper shall be constructed 01 304SS with two tray~.
Air :1tripper shall heve a maximum hydraulic flow of 25 gpm.
B. A 300 SCFl,I blower O 10" ,-c with a 230 volt. 1 phose, TEFC motor
ahall b-e provided-An air pre,ssuro gouge, inlet screen. damper valYe.
silencer. low air prenure ale.rm switch end air now met.er sh.ell be
provided..
C. Stripper 111h1:1ll include Qleo.n out. ports, a wesher wend. sched\lle BO PVC
pipe. waler pre:s.:,ure 10.uge!f .. digital wcter fiow indicetor nnd totalizer,
line sampling ports, a ■ight tube, and a high water level n.lsrm :nr:itch.
O. A NElLA 3.R control panel shall tie provided 'fritb alarm ic.terlocks.
rnolor starter and panel lighb. Additional alarm relays shall be provided
for extornB"l ala.rm circuits. Control pone] she.11 be 115V. l phase.
F,_ A.11 component. sh.ell be mounted on a single skid.
PH ADJl:STMENT SYSTEM
A. A pH adjustmont •ystem •ho.JI be as provided by the Robert S. Hudgin•
Co.
B. System shall ino.lude a pH/CRP sensor model 399 from Roeem.ount
Analytical wllh !-inch !U,'PT connection,.
C. Sy:stem shall also include
microprocessor analyzer.
control panel.
a Rosemount Analytical Model 1054A pH
Analyzer shs.ll be mounted in a •ea Lherproof
D. Sy3tem shall include a Pulaie.tron mrlering pump competible -.rilh 50%
NaOH. Pump :,hall be a Series E operated at 0.20 GPH and constructed
of 318 SS "1th tenon dlaphre.gm seets,.'0-rtng!!il &.nd balls. Fitting9 shall
be 316 SS "1th a 1/ 4-lnch l':,iPT.
E. System :,hal1 include a 65-gallon polypropylene lank. in:sulateJ. wi.th an
immersion heeler of aufficient 11ize to keep Ne:OH li!;luid in an outdoor
environment. A low level !IYitch acUvsting on nl.e.rm circuit shall be
provided for stor&ge tanks.
F. All ccmponents shall be mountc,d on single :skid compa.tible With
electrical service of 115 volts. 1 pho.:1e.
IF
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,.,••~Q...'"'CARot'',;, --Dn 1 !ti,-,\ ,,., .... ~.--p i t\ SEC D .~ -'0 ..,.;••••-•• t,,., •,, DR, HU! 10-1'>-32 l_,. , LJ u I s .lJ W H , !::.._ • • /41,·r~"i'<;.·~."·.:~~-t-~.'_, · . O NT Q Hu, E ! ~ ......... ,lSS,10::•.:., •,:. Tt •T.-SJr ...... ,-0..,... ... , .. 71,,1 V''0TC"~ .. ,,1 'f}~u --= ... ~v· 'r-9\ ~ DSGN. Rlf" 10-19-~ .1 '\ j r_ 1, \......., :-_ 1 \ .i. ~ .'., \l , ) Y ,.> 1 ,...._: 1
I :._ .. :·.'" S_f_A_L ..-•1 ":_ CK. ~DH 10-1a_a~ <' .. ~,r-T["'T, ",/,TT,. n,, .. ,r-. iit;r_c--?,. ~&.Lditaau..c:-.e ~-i---------------------+---1---1----H---+----------------------t-----t----<--~ 0_1_1-__ c□_N_'FD_•R_ME_D_T□ OVNER'S COMHEN'-'T-"S--'-L---+1'l'l,,l..f FD~\_ ~ijli,l] . , , ,c ~ r r:__ l~ ~, '-'-' n 1 • cJ, , __,
ISSUED ,:JR AGENCY REVIE'J L ~ ~ ld~I l : PE Rlf' IO-l9-9e PR~JECT NUMBER Rl890 DME FLCTTG• 10-J5-9i? . . : ~ ------------------1--+-----------------------1---+---t----il--t--------------------------j----t-----+----1--+-------------------------t------1----.----~ -:. -fa. ·• • .f',-. ft •• L ~ PP
-. AUTHORIZATWN TD CcJNSTRUCT ,:, -,'. ••''Ca,<'.,_~.••-=~ A 'D KRB 10-19--'R ', '/j, • . n~ ,.. ~ ~
o · IssUEn r□R □w'NER"s REVIEw' Ru· KRl! e,2a1s a:· /:.1;······•··.$;,l f APP'D >----~--------,__.,___ ----------------------11---=---+--"-l----e 11~:J...••~---~-<~L~f.::_ f'; 1~·\;.,:;rr'-t.e•"'''.1,· .,;·yt;\Pl;;;:~-----i----1 NO. Rf:VISl□NS MADE Cl<D. DATE NO. REV!!:l□NS MADE CKD. DAT£: NG. REVISI:JNS MADE CKD. DATE I' . ILi f(;/,~, • 1 ;APP'D L...-L---------------------"--~~--'----~-~--------------------'----'----,.._ __ ..,__~-------------------'----~--~--F-~~~"
The dro.wtngs. splllclf'tca:tlon!i o.nd o-th~,.. docuMents prepQred by 'the Engineer fer tn,s proJec-t a.re, Jnstrunen'ts of thfl [!'"lglrieer's service For use :solely w\-th respec-t to -\:hfs project: Q.nd,
unless o-therwfse prov1d~d., thie [ng1n-eer ~hall be de•r11ied the QUthor of these d.ocul"lents o..nd sho.ll rv-to.1n a.ll co!V\Cln l11w~ s ta 1u--tory a.nd o-ther r.-servwd r1Qht5. tncludlng th~ copyr-lght.
---
ABB::JTT LABJRATORIES
LAURINBURG, NCR Tri CAR □Lit,A I S~CD DIJG, R , _, c-,7 -.-~
________________ J_N_U_M_E_L_R _____ -__ i_o_· '_:;,_'-_•_-_-_;_:_-_-_L,_'_2 _______ _J
A
------------------+----------------------------------------·--·--·---------------------------------~---·--------·---------
---------·-~---------------~ !~.•-::,· . /I~;, '"·r.,,,,,,,.~r:r7"•,-,~----.--,------r -;--:-·-:--i·":: ~____,-;7~-
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•
REVISIONS
... . ,.
•
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.14' .37' .26'
.22'
.14'
3 4
SEE STANCION AND PRESSURE
SWITCH SUPPORT DETAIL
6 15
0
15
----STANCHION SUPPORT
SEE DETAIL
8
5
18
2 l----1111
21 ,_____, EYE BOLT
[' ,---STANC~ON SUPPORT
!:,J -+-----
4'-01
(SEE DETAIL)
.[ 11111.
.12' .29' .12'
TOP VIEW
NO SCALE
~ WELL COVER '--._J
~ CONCRETE '--._J
WELL COVER & CONCRETE PAD
SIDE VIEW
NO SCALE
MADE CKO. DATE NO.
2' PVC SLEEVE
FOR CONTINUATION
SEE DRAWING L-01
o
' ,..
RECOVERY
NOTE, \la' THICK X I' WIDE
NEOPRENE GASKET BONDED
TO LOWER SIDE OF 2'
FLANGE ON COVER.
/ HANDLE
• .. •
REVISIONS
BRASS LOCK
NOTE,
COVER SHALL BE PROVIDED
WITH CHAIN ATTACHED TO
CONCRETE WHICH SHALL
SUPPORT COVER IN OPEN
POSITION.
MADE CKD. DATE
WELL
II
II II
18' MINIMUM
I I I I
1 I I
I I I I
I I
I I ~ ~-))
, 'C:_ ¾'POWER
SEE DRAWING C-03
2' PVC SLEE E
CONDUIT
FOR TRENCH DETAILS
THRUST BLOCK
SEE DETAILS
DRAWING C-02
HEAD
FRONT VIEW
NO SCALE
3'-01
~ WELL COVER '--._J
•
/. HANDLE
□----□ 6' HASP
BRASS LOC
~ CONCRETE '--._J • . .. • I> .. • •
4'-2'
WELL COVER & CONCRETE PD
FRONT VIEW
NO SCALE
2 CONFORMED TO OWNER'S COMMENTS & ISSUED FOR ~ 1',~\
AGENCY REVIEW & AUTHORIZED TO CONSTRUCT
REISSUED FOR OWNER'S REVIEW ALF FDM
D ISSUED FOR OWNER'S REVIEW ALF KAB
NO. REVISIONS MADE CKD.
•
ll/20/92
8/28/92
DATE
•
I>
. .. • I>
•
EXPANSION IAA TERIAL
AROUND WELL CASING
SEE RECOVERY WELL
DETAIL FOR CONTINUATION
OF WELL CASING, DWG. C-02
I' SCH 40 PIPE
HALF SECTION 2' LONG
I
NOTE,
CONCRETE SHALL BE
4000 psi COMP.STRENGTH
WITH WWF 6x6xWB
,,tllllhtft-.,
,,.-;_,\\ CARo;'••,, "'' ~ ..-:-=~ "1-.... DR. I ~..:1flSS10,?··. Cf \
• -~ Cf" • DSGN. f i S[AL 1"\ \ CK. = I 11s91 ! = I, \ I : PE •,c,,.-: ~. ~ " ~ ... ,~J,-! APP'D
, 'f¾ilr L ?, '. PP'D
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NAMES
ocw
RLF
FDM
RLF
KRB
1/,.
6
ITEM
I. WELL CASING
2. PUMP RISER
3. LIQUID LEVEL PIPE
4.SAFTEY CABLE
5.POWER CABLE
6. WELL SEAL
7. ELBOW
8. NIPPLE
9. TEE
10, TEE
II. PRESSURE GUAGE
12. CHECK VAL VE
14. REDUCER COUPLING
15. PVC PIPE
16. FLOWMETER
17. PVC PIPE
18. PIPE CAP
19. SAMPLE COCK
20. 'T' PORT BALL VALVE
21. DISCHARGE PIPE
22. BUSHING
23. IMIAERSIBLE TRANSDUCER CABLE
24. NIPPLE
25, ELBOW
26. TRUE UNION
27. TRUE UNION
28. COUPLING
29. FLUSH BUSHING
30, NIPPLE
31. BALL VALVE
32. PRESSURE SWITCH
t-----152
=='==:"::::;::Y"--"\2
~--;10
LOCATED
l.!::::=*==~p, =f """'""
1--STANCHION
NOTE:
I' SCH 40 STL
7 8
4' STAINLESS STEEL
I' PVC SCHEDULE 80
I' PVC SCHEDULE 40, 12' LONG, MNPT X P.E.
¾' SERIES 300 STAINLESS STEEL
IIOV -12 GAUGE
4'Xl'Xl'Xl/2' NPT CAST IRON WELL SEAL
I' FNPT SCHEDULE 80 PVC, 90' ELBOW
I' X CLOSE SCHEDULE BO PVC THREADED
r FNPT SCHEDULE 80 PVC
3/4'FNPT SCH.SO PVC TEE
2-1/2' DIAL 0/160 PSI SILICON-OIL FILLED
I' FNPT PVC TRUE UNION BALL CHECK VALVE
I' FNPT X ¾' FNPT SCHEDULE 80 PVC THREADED
¾'SCHEDULE 80 PVC THREADED
¾'-UPSTREAM RUN 10 DIAMETERS -DOWNSTREAIA 7 DIAMETERS
SCHEDULE 80 PVC THREADED
r FNPT, SCHEDULE 40 PVC
1/4' IANPT, THREADED X TUBING
¾" FNPT TRUE UNION BALL VAL VE
3/•' PVC SCHEDULE 80
3/4' MNPT X 1/4' FNPT SCHEDULE 80 PVC
SEE ELECTRICAL DRAWINGS
¾"X CLOSE SCHEDULE 80 PVC THREADED
3/◄"FNPT SCHEDULE 80 PVC,90' ELBOW
3/4'FNPT X ¾'FNPT PVC FULL TRUE UNION
I' FNPT X I' FNPT PVC FULL TRUE UNION
I' FNPT SCHEDULE 80 PVC THREADED
¾" IANPT X½" FNPT SCHEDULE 80 PVC
\/2'X CLOSE SCHEDULE 80 PVC THREADED UNION
½' THREADED ENO CONNECTION, PVC BODY, VITON SEATS, TRUE UNION
ASHCROFT LDPN4JJB07 XK3 200 PSI
(2> '/•' Ji! HOLE
FIELD LOCATE
PRESSURE SWITCH
IAOUNTING PLATE
12 GA A36 STEEL
4'
STANCHION SUPPORT TO BE
SET PRIOR TO POURING OF
STANCHION AND
PRESSURE SWITCH
SUPPORT DETAIL
NO SCALE
DATE
CONCRETE SLAB.
GROUNDWATER
8-12-92 INTERCEPTION SYSTEM 8-12-92
l0-I9-92 RECOVERY WELL HEAD DETAILS
PRESSURE SWITCH
MOUNTING PLATE DETAIL
NO SCALE
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8-12-92 PROJECT NUMBER Rl890 DATE PLOTTED 10-20-92
8-12-92 ABBOTT LABORATORIES
LAURINBURG, NORTH CAROLINA
CUENT OWG~
NUMBER
SECD DWG.
NUMBER R-1890-C-01
CADD FILE NAME: 1890-CI.DGN
----------------
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I~.~ I l MIN.
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= I, I--' I.
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SECTION A-A
NOT TO SCALE
2
NOTE•
POUR ALL THRUST BLOCKS
AG,AJNST FIRM, UNDISTURBED
EAATH
-
' ----------------------
3
.:moo PSI
CONCRETE
TYP.
A
L a,
<D
4
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TYPICAL BEND PLAN
NOT TO SCALE
THRUST BLOCK DETNLS
RECOVERY WELL INSTALLATION SPECIFICATIONS
1. THE RECOVERY WELLS SHALL BE INST Al.LED USING A TRUCK-MOUNTED
GEOTECHNICAL DRILLING RIG. ALL WELL DRILLING ACTIVITIES SHALL BE
CONDUCTED IN ACCORDANCE WITH NCAC TITLE 15 SUBCHAPTER 2C. BEFORE
DRILLING EACH WELL, THE DRILLING RIG, THE WELL MATERIALS, AND THE
TOOLS WHICH COME INTO CONTACT WITH SUBSURFACE MATERIALS SHALL BE
DECONTAMINATED BY STEAM CLEANING WHICH SHALL BE CONOUCTEO AT A
LOCATION DESIGNATED BY THE SUPERVISING GEOLOGIST. THE INSTALLATION
OF THE RECOVERY WELLS SHALL BE SUPERVISED BY A QUALIFIED GEOLOGIST
OR HYDROGEOLOGIST. BEFORE DRILLING EACH WELL, THE DRILLING RIG,
THE WELL MATERIALS, ANO THE TOOLS WHICH COME INTO CONTACT WITH
SUBSURFACE MATERIALS SHALL BE DECONTAMINATED BY STEAM CLEANING WHICH
SHALL BE CONDUCTED AT A LOCATION DESIGNATED BY THE SUPERVISING
GEOLOGIST. THE SUPERVISING GEOLOGIST SHALL RECORD ALL DRILLING
PARAMETERS AND AS-BUILT WELL INSTALLATION SPECIFICATIONS IN A
JOB-DEDICATED FIELD LOGBOOK.
2. MUD ROT AAY DRILLING TECHNIQUES SHALL BE EMPLOYED TO CREATE A
NOMINAL TEN-INCH DIAMETER BOREHOLE IN THE UNCONSOLIDATED SEDIMENTS.
SPLIT SPOON SOIL SAMPLES SHALL BE TAKEN AT FIVE FOOT INTERVALS IN
ACCORDANCE WITH ASTM 1586. THESE SOIL SAMPLES WILL BE CLASSIFIED
ACCORDING TO THE USC SYSTEIIA BY THE SUPERVISING GEOLOGIST.
THE CONTRACTOR SHALL MAINTAIN A MUD WEIGHT WHICH PREVENTS
CAVE-IN DURING DRILLING AND WELL INSTALLATION, BUT WHICH DOES
NOT CAUSE A BUILD-UP OF FINES. SOIL CUTTINGS FROM THE RECOVERY WELLS
SHALL BE PLACED IN 55 GAL. DRUMS, LABELED, AND PLACED ON PLANT SITE AS DIRECTED BY SUPERVISING GEOLOGIST FOR DISPOSAL BY OWNER.
4.
5.
6.
7.
THE WELL SCREEN AND RISER PIPE SHALL BE CONSTRUCTED OF FOUR-INCH
INNER DIAMETER FLUSH-THREADED TYPE 304 SCHEDULE 10 ST .AJNLESS STEEL.
THREADS ON ALL JOINTS SHALL BE SCHEDULE 10 OR HIGHER. EACH WELL
SHN..L HAVE A 40 FOOT-LONG SCREEN EQUIPPED WITH AN END PLUG. THE
WELL SCREEN SLOT SIZE WILL BE 0.010 INCHES. CENTRALIZERS SHALL BE
PLACED AT TEN FOOT INTERVALS ON THE SCREEN. Al"TER WELL HAS
BEEN ASSEMBLED AND LOWERED TO APPROPRIATED DEPTH, THE SAND PACK
AND BENTONITE SEAL SHALL BE INSTALLED.
CLEAN SILICA Fil TER SANO WITH A GRAIN SIZE COMPATIBLE WITH THE WELL
SCREEN SLOT SIZE SHALL BE PLACED IN THE ANNULAR SPACE FROM THE
BOTTOM OF THE BOREHOLE TO APPROXIMATELY FIVE FEET ABOVE THE TOP OF
THE WELL SCREEN. THE Fil TER SAND SHALL BE PLACED INTO THE ANNULAA
SPACE WITH A TREMIE PIPE. A WEIGHTED TAPE SHALL BE USED TO
CONSTANTLY MONITOR THE THICKNESS OF THE SANO PACK DURING
INSTALLATION.
A FIVE-FOOT-THICK BENTONITE PELLET SEAL SHALL BE INST Al.LED
IMMEDIATELY ABOVE THE SAND PACK ANO Al.LOWED TO HYDRATE FOR AT LEAST
TWO HOURS BEFORE GROUTING THE WELL. THE BENTONITE SHALL BE ¾ INCH
DIAMETER PELLETS OR ¾ INCH CHUNKS ("HOLEPLUG").
THE WELLS SHALL BE TREMIE GROUTED FROM THE TOP OF THE BENTONITE
PELLET SEAL TO A DEPTH OF TWO FEET BELOW THE GROUND SURFACE. THE
GROUT MIXTURE SHALL CONSIST OF' FIVE PERCENT BENTONITE POWDER BY DRY
WEIGHT, AND SHALL BE MIXED ONLY WITH CLEAN POTABLE WATER. MUD
BROUGHT TO THE SURF ACE DURING GROUTING SHALL BE HANDLED IN
ACCORDANCE WITH REQUIREMENTS ELSEWHERE IN CONTRACT DOCUMENTS.
THE WELL RISER PIPE SHALL EXTEND 1'-6" ABOVE THE GROUND SURF ACE.
PIPE
SIZE
i2"
3"
-----· ... ' .-, -,......_ ------' -' .
5 6
MIN. THRUST BLOCKING DIMENSIONS
FITTING
90° 45• 221/:2" TEES ANO ALL
BENDS BENDS BENDS DEAD ENDS FITTINGS
A B A B A B A B C D
3.511 s.on 3.011 3.511 2.011 2.511 2.511 5.011 6.011 3.011
4.5'1 8.511 3.511 s.o•• 3.011 3.5" 3.5" 8.011 6.011 3.011
NOT ,
THRUST BLOCKS SIMILAR TO THOSE SHOWN
SHALL BE CONSTRUCTED AT ALL TEES,BENDS
DEAD ENDS, ETC. OF SUFFICIENT BEARING AREA
TO RESIST PROBABLE MAXIMUM THRUST. SEE
SPECIFICATIONS FOR OET AILS.
'!D" DIMENSION PROVIDES FOR REMOVAL OF
BOL Tl S ON MECHANICAL JOINT FITTINGS, EXCEPT
FOR THE 2" &. 3", AND MAY BE REDUCED FOR
OTHt:R JOINTS.
JOINTS SHALL BE FREE OF' CONCRETE AND
CAPABLE OF BEING DISASSEMBLED WITHOUT
DISTURBING THE THRUST BLOCK, REGARDLESS
OF HE TYPE OF' JOINT USED.
EACH WELL SHALL HAVE AN IDENTIFICATION TAG SHOWING THE WELL NUMBER,
DRILLING CONTRACT DR, DATE OF INSTALLATION, TOT AL DEPTH, SCREEN
DEPTH, AND WELL PERMIT NUMBER PERMANENTLY AFFIXED TO THE OUTSIDE OF
THE PROTECTIVE CASING.
o. WELLS SHALL BE DEVELOPED Al"TER ALL GROUT SEALS HAVE CURED FOR A
MINIMUM OF 24 HOURS. WELLS SHALL BE DEVELOPED BY BAILERS OR
SUBMERSIBLE PUMPS IN ORDER TO REMOVE FINE-GRAINED PARTICLES FROM
THE WELL SCREENS AND AFFORD PROPER TRANSMISSION BETWEEN THE AQUIFER
AND THE WELL. A SURGE BLOCK SHALL BE USED TO INCREASE THE
EFFICIENCY OF SEDIMENT REMOVAL DURING DEVELOPMENT.
1. WELLS SHALL BE DEVELOPED F'OR A MINIMUM OF ONE HOUR, OR UNTIL THE
PURGED GROUNDWATER IS FREE OF SUSPENDED SEDIMENTS AND THE pH,
TEMPERATURE, AND ELECTRICAL CONDUCTIVITY HAVE STABILIZED. WELL
DEVELOPMENT SHALL BE SUPERVISED BY A QUALIFIED GEOLOGIST OR
HYDROGEOLOGIST WHO SHALL RECORD WELL DEVELOPMENT PARAMETERS IN THE
FIELD LOGBOOK. GROUNDWATER GENERATED DURING WELL DEVELOPMENT SHALL
BE PLACED IN 55 GAL. DRUMS, SEALED WATERTIGHT, LABELED AS PURGE WATER
AND PLACED ON PLANT SITE AS DIRECTED BY SUPERVISING GEOLOGIST FOR
DISPOSAL BY OWNER.
RECOVERY WELL PUMP SPECIFICATIONS
1. RECOVERY WELL PUMP SHALL BE A GRUNFOS TYPE 10£11, 3/4 HP, 230V, 1 PHASE
60 Hz WITH SERVICE FACTOR OF' 1.5
7
-
CONCRETE SEAL I
1" SCH. 80 PVC ----.._ 3" ~
DISCHARGE PIPE ~
~t;
8
GROUND SURFACE
-
30'-0"
.,--4" DIA. SCH. 10 304 ,.vV"" S.S. WELL CASING
TOP OF BENTONITE SEAL ----.._
a 15.0' BELOW GRADE ~ ~ ..-----MAXIMUM DIAMETER OF l,.,t:-"V"" BOREHOLE 10"
BOTTOM OF BENTONITE SEAL
~-·•.: -, ..-----4" DIA., 10 SLOT, SCH. 10, Cl 20.0' BELOW GRADE
-1 ~ S.S. WELL SCREEN ,.v
TORPEDO SAND FILL Cl SCREEN---.._ ~,. 40'-0"
<TOP OF SCREEN 30' BELOW GRADEi
ST ,AJNLESS STEEL !. ----~-
TEFLON½ HP PUMP --;---t-11-ct·._~
3'-0" . .:·· T'-'------' ◄:-----BOTTOM OF BOREHOLE
ALL DEPTHS ARE REFERENCED
TO GROUND SURFACE
4.
5.
6.
RECOVERY WELL
DETNL
NOT TO SCALE
WELL PUMP SHALL OPERATE AT 3,450 RPM AND HAVE THE FOLLOWING OPERATING
CHARACTERISTICS,
CAPACITY
1 GPM
5 GPM
9 GPM
HEAD
290 FEET
260 FEET
210 FEET
WATERPROOF MOTOR LEADS AND POWER CONDUCTOR CABLES SHl>LL BE PROVIDED
WITH PUMP OF SUFFICIENT LENGTH FOR TOT AL LENGTH OF RECOVERY WELL
TO CONTROL CABINET ABOVE GRADE.
RECOVERY WELL PUMPS SHALL BE INST ALLEO IN ACCORDANCE WITH MAN-
UFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. FITTINGS SHALL
BE PROVIDED TO REDUCE FROM 11/4" PUMP CONNECTION TO 1" DISCHARGE
PIPE,
3. THE TEN-INCH BOREHOLE SHALL EXTEND TO A DEPTH OF APPROXIMATELY 70
FEET BELOW THE GROUND SURFACE. THE FINAL DEPTH OF THE WELL
. BOREHOLE SHALL BE DETERMINED BY THE SUPERVISING GEOLOGIST. THE _ 8 . THE GROUT SHALL BE Al.LOWED TO CURE F'OR A MINIMUM OF 48 HOURS BEFORE
INST ALLING THE SURFACE CEMENT COLLAR. A CEMENT COLLAR SHALL BE
2. DISCHARGE SIZE SHALL 11/4" NPT WITH PUMP END CONSTRUCTION MATERIALS OF STAIN-
LESS STEEL AND TEFLON.
SUPERVISING GEOLOGIST SHALL RECORD THE RATE OF PENETRATION ANO NOTE
INTERVALS WHICH EXPERIENCE WATER LOSS OR G.AJN. Al"TER BOREHOLE HAS
BEEN DRILLED, A STAINLESS STEEL RECOVERY WELL SHALL BE INST Al.LEO INSIDE THE AUGERS.
POURED INTO THE REM.AJNING ANNULAR SPACE FROIIA THE TOP OF THE GROUT
TO THE GROUND SURFACE.
3. MOTOR END CONSTRUCTION MATERIALS SHALL BE STAINLESS STEEL, VITON END
TEFLON. MOTOR SHALL HAVE A MAXIMUM NUMBER OF STARTS PER HOUR OF 100
WITH A MAXIMUM OPERATING TEMPERATING OF 104" F' •
! ' ( ,,111tlhr1, ' ' ---+------------------i-----+t---t----, ,.. ,, i---+------~------------,~--,-----,..---, 1--+-------------------i----t---+--~ r I ....... '"CO.Ro ''~,
..,,' ~"' •••._•,._ '/./'A.~ .. , ,___. _________________ __,,----,-----,..---, 1--+-------------------i----t---+--->---+------------------r---tt----t----1 I ,"' ~ .•" l' ,,~ .. -,;,,, ....
I $ \•:'<'§. .:,.,. o,.;•a. 1 ~ 'DSGN. Rlf 8-12-92
NAMES
DR. DCW
DATE
8-12-92 t
GROUNOV✓ ATER
l~~TERCEPTIO~~ SYSTEM
l----+--------~----------1r---t---r----i 1--+-------------------+---t---+--->---+------------------r---tt----r-,1 ! .-,,,• 1,,.~ •.• -11 :f :{,a: S0 'L ''-,,,,,\j -[ :cK. FDM 10-19-92 2 CONFORMED TO OWNER'S COMMENTS i, ISSUED FDR J'Al-f F';:,1<\ ,,..,,--,, ,,, "
AGENCY REVIEW g, AUTHORIZED TO CONSTRUCT I [ ; J/89] i • !PE RLF 8-12-92
i----+-------------------jr---t---r----i 1--+-------------------+---t---+---i---+------------------r----tt----t----1 ;. .-p_\ ./'~, ~ ~,: i
THRUST BLOCK and
RECOVERY WELL DETAILS
NO.
, RE1ssurn FOR owNER's REv1Ew RLF rnM 10120,n ~-,, •.,-,c,~11.: .• ·~~ IIAPP'D KRs 8-12-92
1-0--1-I-S-SU_E_D_F_OR_O_W_N_E_R-'S-RE_V_IE_W ________ ,__R_L_F--H-K-R_B_,__8/_2_8/-9-<2 'r2,~~~:~;jf::~~~~~,-(_j~~•-"'11f'(~'':-:_:_0 P'~D------t---___j
1--N-O.+--------R-EV-!-SI_O_N_S--------+M-PD-E-t-CK_D __ -+-D-A-TE-NO. REVISIONS Ml>DE CKD. DATE -I I/IJ.,j''j.<: 0 APP'D REVISIONS MPDE CKD. DATE
The drawings. specifications ond other documenhi prepared by the Engineer for this project are instruments of the Engineer's service for use solely with respect to this project and.
unless otherwise provided, the Engineer sholl be deemed the author of these documents and shall retain all common law, statutory and other reserved rights. including the copyright.
-----------
ABBOTT LABORATORIES
LAURlf~BURG, NORTH CAROLINA
0~~SIECDoNOir'll fl,J, ~ L=/JOOJll!llc;t & ~
PROJECT NUMBER R1890 DATE Pl OTTFO 11-13-92
CLIENT OWG.
NUMBER
SECD DWG
NUMBER R-1890-C-02
CADO FILE NAME: i890-C2.DG!-J
F
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.
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NO.
1
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6" 11-011
f 9.
AGGREGATE BASE,SEE
SPECIFICATIONS
2
PLAN VIEW
0 1' 2' - ---GRAPHIC SCALE
•5 Cl 12" E.W.
SECTION
0 1• 21
~
GRAPHIC SCALE
3
TOP OF SLAB SHALL
BE 2" ABOVE EXIST GRADE
4
7
"' ' 0
DETAIL
0 .25' .5'
~
GRAPlilC SCALE
CONFORMED TO OWNER'S COMMENTS l ISSUED FOR !l?,l_f:
AGENCY REVIEW L AUTHORIZED TO CONSTRUCT
O ISSUED FOR OWNER'S REVIEW
REVISIONS MNJE CKD. DATE NO. REVISIONS MADE CKD. DATE NO. REVISIONS
Th« drawing~. specifications and other doeuments prepared by the Engineer for this project are instruments of the Engi1neer's service for use solely with respect to thi~ pl"oject arid,
unless otherwise provided, the Engineer shall be deemed the author of these documents and shall retain oil common law, statutory and other reserved rights, including the copyright.
RLF
MNJ
5
FO.>,\ II '
FDM 10/20192
CKD. DATE
GROUND SURFACE
LINE POST HOLES 36" MINIMUM <TYP.)
W/ CONCRETE
•
• •
6
•
'---LAP 30 BAR DIAMETERS
DETAIL
NOT TO SCALE
_..ut-1Hff-t1•ft
,..•-;<,,.·W, C~f/:J/'·• !DR. . ~ ----.. 4-. •• •·"'[5S10•._:., ~ !OSGN. i .. ~.._,~, -1:. " : :-.: ?\ ~ CK. : • 5r: "I C""" :
S.AME SPACE ~ SIZE AS
HORZ. REINF.
NAMES DATE
DCW 10/6/92
RLF 10/6/92
FDM 10/19/92
7
r---7'-6" D.C. E~W LINES ---, I 6'-2" O.C. S LINES I
rr==--~-
~,______. -----r~~ c::::::J c:::::..:, c:.=... c:::::..:, ]J
PLAN VIEW
0 11 -2 1
~
GRAPHIC SCALE
_j
TREATED 4"x6" TREATED 1"x6"
WOODEN POST tTYP.l / WOODEN SLAT (TYP.l
TREATED 2"x4"
/ B" O.C. EACH SIDE
n
H
I ' I
SECTION
0 1' 2'
~
GRAPHIC SCALE
PRIVACY FENCE
GROUNDvVATER INTERCEPTI01·J
SYSTE~v1
TREATMFNT PAD DETAILS
WOODEN SUPPORT <TYP.l
8
"'
-' N
0
' ...
-' "'
i \ 1iasi J j PE RLF 10/6/92 . . -,:. .,,,~ r4,-~ • ~
PROJECT NUMBER R1890 ~-----...+.:.::..:...:c....:.=---+---------------------+-.-...:..::::.::.:.::..:..... -----DATE P~OTTED 1H3-92
APP'D KRB 10/19/92 ~ ~;-•• C1 N'l -.~~ ~ .. ,. <1,17"•·'-~--~ > APP'D •,,. : . l ~ . ~
_J pl APP'D
ABBOTT LABORATORIES
LAURltJBURG, NORTH CAROLl~~A
CLIENT OWG.
_"J~M3E~ __________________ ___,
SECD OWG.
NUMBER R-1890-C-03 --------------------'
CADD FILE NAME 0 1890-C3.DGN
F
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'------'-------------------------------------------------------------------------------------+------------------------------------------------------------------· -----------·-----/
•
;_·.
'·
.--
-.
'
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-•·
-·
F
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NO. REVISIONS
16" X 12" X 8"
NEMA 3R
MOTOR STARTER
ENCLOSURE
POWER CABLE
2
\_ IMMERSIBLE
PRESSURE
TRANSDUCER
CABLE
8 II
~: V IMMERSIBLE
PRESSURE
TRANSDUCER
- -
JO
MADE CKD. DATE NO.
WELL LAYOUT DETAIL
TYPICAL
NOT TO SCALE
REVISIONS
3
16' X 12' X 8'
NEMA 3R
CONTROL PANEL
ENCLOSURE
NEMA 3R
I20/240V
POWER PANEL
MOUNT AMBIENT THERMOSTAT AND
HEAT TRACE ANO INSULATE EXPOSED
PIPE WITH 5 WATTS PER FOOT TRACE
4
ENCLOSURE FOR
MOTOR STARTER
5
I (1; 1(-)1 (-)I I
'---..../
-
I I "
~~ ALUMINUM
I / UNISTRUT
'----'V , SUPPORTS
I
-
CONTROL PANEL----------~----L
I201240V PANEL
WITH POWER FEED
FROM BELOW IN
3/4' CONDUIT
(~) _1I_TLs~T_ll...__-lT T
AT WELL TYPICAL
NOT TO SCALE
LI
-
-
-
/
.----..___,,,,-120/240V. IOOA I PH. FEED
1
(. TO BE PROVIDED BY OWNER
3-•3, W/GND., 11/4' >.,,. _...,,..,..,. l
-SIGNAL CABLE FOR MULTIFUNCTION _...,. _ .>1 TROUBLE ALARM, TO BE PROVIDED
6 7 8
NOTES:
I. SEE DRAWING R-I890-E-02 FOR
ELECTRICAL LEGEND, SCHEMATICS AND
SPECIFICATION INFORMATION.
CONDUIT
_,. _.,,. _.. i -BY OWNER I _. ! ,,. ,-_,,,,,.
1
0
MADE CKD. DOTE NO.
ei~---------1 .,,. .,. SIGNAL CABLE. r.-c L SECURITY I ,.. .,,.
~l=:::,._c="'"i-'-==w==j=i..cc=-=i=~=1r=-==-c=-="-"'=-'~i.c=-=i..c~=i.==-<=1r=-¥=:::,._c=--=:i...c:=-=i..cc=-=>-==-<=>-==-<=,n I I I " ., I I
LIGHT CTYPICALI
UNIS TRUT SUPPORTS ~-:::::::::::::::.:~Ht--lf:!Jt '~'1-~G:_:~-=l~-=-=-~G-=-=-=-==-:-~G:.=-=-=-==-:=-:-~G.=_.=_-j:=-:=-::=-=--~G-=-==-:=-:=-=.· ~:.~= ·1,, n-.,.6 Jrb.t n;:._.=_:-G-:::::_:-=-=-=-~G-=-=-==-:=-=·~G=~0 ~ ~ t-+\ ' ~ PANEL-A
G .._ CONTROL SIGNAL TERMINATION
I
= BOX HOFFMAN ENCLOSURE NEMA
I ~ 3R, SIZE AS REQUIRED
I j v1-IOOA. 20 POLE. 1201240V 9 CIRCUIT BREAKER PANELBOARD
I~ I SQUARE D CAT.• NOOD20MIOO -I ' WITH NEMA 3R ENCLOSURE • MH26WP
DUPLEX RECEPTACLE.HUBBEL CAT•
53621, WITH 5206 COVER AND I PANEL-A
60CM83 BOX ---------~J_r?IJ!J t
MOUNT AMBIENT THERMOSTAT ANO
HEAT TRACE ANO INSULATE EXPOSED
PIPE WITH 5 WATTS PER FOOT TRACE
2"SCH.-/v
80 PVC ~
..-.. ++(::..,11-+l((•-t:----------.....;;:i,__--';_--+--t1·""'8'/':=---=---=~ TO EXISTING
FROM ) ) ---J~ , ~ .i;• "-'----;;;;/_ MANHOLE
' ' '. --• I
' , RECOVERY , • • • 't
WELLS ¥ , . j / BN; FILTER
---. :t:.....----. • .~ I PH CONTROL PANEL V-.....-..-----. __,,-------IMMERSION HEATER
I '+-,,'--:....;___;_.;;._-r
I _ _.,..-/ cV w,,
-----11-1' I
NR STRIPPER
' I
PANEL -A / ~ ~ ~ PANEL-A
-~ I ' • 0-......__i-+H,.-r, -
•~-----~G---------r------====fi~----"~-' ~ ✓ \ ~ . \
I _/ \ 1/4 SCH. __/ pH ADJUST/JENT I
I HEAT TRACE ANO INSULATE \G 80 PVC SKID
G EXPOSED PIPE WITH 5 / I WATTS PER FOOT TRACE I PANEL-A G
I I ~ ·'
STANCHION • MOUNTED, 7OW HIGH PRESSURE
SODIUM. HAZLUX CAT. •vs007H04 IOR
EQUAL> MOUNT BOT TOM OF FIXTURE AT a· ABOVE GRADE lTYPICALl
1 l~d>-~:;;,;;;~G~J-;,:,:...,~G~:.:;;;,;;;;__=:;...;_G_:,;;:.,;;~,;;;,,.:~~G ,,;:::,_:;:,,,;:;1;_:,:...,;;;,,:::.~=="'-..,,=. ,mp;;::}----~..-------:.~_,;,·~-~~CLIG~:,:,~~t..==:;:,_;;,G ~~=~0 -r-". I I I
GROUND ROD CTYPICALI
CSEE NOTE 5. OWG. R-I890-E-02l
GROUND TREATMENT PAD LAYOUT
0 I' 2'
I ~
GRAPHIC SCALE
NAYES DATE
DR. DCW 8-12-92
DSGN.
CK.
CONFORMED TO OWNER"S REVIEW & ISSUED FOR PE
AGENCY REVIEW & AUTHORIZATION TO CONSTRUCT APP'O
ISSUED FOR OWNER'S REVIEW RMM PCH 10/22/9 APP'O
REVISIONS MADE CKD. DA TE APP'D
ELECTRICAL LAYOUT
AND DETAILS
ABBOTT LABORATORIES
NORTH CHICAGO, ILLINOIS
~ NEW PRIVACY
FENCE
PROJECT NiJ~~Ert R!890 DA TE PLOTTED 6-23-92
CL:ENT OWG.
NUt.i!SER
SECD DWG.
NUMBER R-1890-E-01
_·Ttie-(!rowings. speclflcotlons and o-ther documen-ts prepared by the Engineer -for" thf.s proJect are lnstruments of the Enolneer's service for use solely with respect to thfs project and. -L
unless otherwl.&e provided, the Engineer stiotl be deemed the author"' of. -these documenTs and shall retain cu common !aw. s-totutor}I end other reserved rlQhts ... lncludlnQ the copyright.
----·----------~ ~--------·· -----------_____________ :£__ ~-----• ___ • ___ • -~~. -~--•-•--____,=_ _____ ----------·-----------__
CADD FILE NAME: I890-EI.DGN
---·---, ---·--------
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BE PROVIDED BY OWNER '-.....,
IOOA, 20 POLE I201240V
3
3-•3, W /GNO., I1/,'C ~
'
/
CIRCUIT BREAKER PANELBOARD
SQUARE D CAT.• NOOD20MIOO
,-----• • --, WITH NEMA 3R ENCLOSURE • MH26WP
RECOVERY
WELL NO. I
I I
I 100 I I , I
3-•6 W/GND., l'C II 2P 40 4o 2P I 3-•6 W/GNO., l'C -----------;--6o «-o--'----------1 -I .----------I I
I I
AIR STRIPPER
3-•B W/GNO., "•'C I 2P 50 15 I --------'-''"-----•1----0~..---;,. ~ 2-0 12 W/GND., 3/◄-C -i ~ _v-----t: ________ _
-------~_,----______ -!-_
: 15cl--+--<JI_50--Ll
1 _ _:2~-~-1~2~w~/~G~N~D.~-~¾~·~c-PH CONTROL
PANEL
RECEPTACLE
2-0 12 W/GND .. 3/•C ,-: ---,
I I
I I
2-0 12 W/GNO., 3/.c I IS 15 I 2-"12 W/GND .. ¾•c -----------+1-~ t---60~ .--.,-------~--
! I
I I
I I '-----------
GROUNDWATER TREATMENT PAD PANEL-A
NOT TO SCALE
/
3-0 6, W/GND., l'C
<BURIED CONDUIT!
-GROUNDWATER (
TREATMENT ~)~-------~-------~
/
I20/240V, IPH.
LOAD CENTER PAD PANEL
RECOVERY
WELL N0.2
IMMERSION HEATER
HEAT TRACING
SECURITY LIGHTS
,----__ _1 __ 1 I 3-•12. w10No .. ¾·c
I ~"---i-015 2P I / HEAT TRACE--:;--;-~ ~ 0--'------"'-------,
CSEE NOTE 7l I I
2-0 12, W/GNO., 3/◄'C
THERMOSTAT--......__,_
<SEE NOTE 7 I ---......
T
I I I I / 2-•12, WIGND., ¾"C
I ~ ~ I
. 0---;t----'c._---, . .
I I
I I -----------
DUPLEX RECEPTACLE,
HUBBEL L,CA T.•
-
53621, WITH 5206 COVER ~
I
I20V STRIP
HEATER
OMEGA CAT •
OTF-I27 /120
<OR EOUALJ
&. 60CM83 BOX ~---
PRESSURE~
TRANSDUCER
ONE-LINE DIAGRAM AT EACH WELL
NOT TO SCALE
MOTOR
STARTER
CSEE NOTE 61
WELL PUMP
MOTOR
1
4
I
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15 I
!
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1
5 6
r------------I I
N --------<f-+--'T'--------------+---' ! q:> 3 :
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SIGNAL FROM
SUBMERSIBLE
PRESSURE
TRANSDUCER I
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LAH I
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TOE
DUAL LIMIT
ALARM
M <TIMER SEE NOTE 8)
~--------t' I----{ }------------' ..
TYPICAL SCHEMATIC FOR RECOVERY PUMPS
NOT TO SCALE
H N
FROM PANALARM PA~EL
t---cr--~1-----•~=---------~ □AH I Z
I
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I
t---c=5r--~Ai ---9 6
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LEGEND:
WIRING INTERNAL TO PANEL
- - -WIRING EXTERNAL TO PANEL
NOTE: SINGLE MUL Tl-FUNCTION TROUBLE
ALARM SIGNAL CABLE TO BE PROVIDED
BY ABBOTT BETWEEN PANALARM PANEL
AND TERMINATION BOX
TERMINATION BOX WIRING SCHEMA TIC
NOT TO SCALE
DR. RAB
DATE
10-21-92
I .__, __________________ _,__ __ _,_ __ t--~ ,--1------------------+---+---+----,_ _ _, ____________ +-I~-----,---+---+-~--, DSG'<. RMM
CK. PCH
NO. REVISIONS MADE CKD. DATE NO. REVISIONS
The drawings. speclflcotlons and o-ther documents prepared by tlie EnQlneer for this project ore Instruments o-f
unless o-tnerwrse pro\/lde<l. -the Enorneer snan be deemed -t~. au-thor. of -f"t,~ documents and shell r-e-tain all common
- -------~-, ---_ ____J,_______._ __ ----• - • -•-_ .. ---• ---
CONFORMED TO OWNER'S REV•E w; & ISSUED FOR l,f;,t4\
AGENCY REV;Ew & AUTHORIZATION TO CONSTRUCT
0 ISSUED FOR OWNER'S REVtEW RMM
MADE CKD. DATE NO. REVISIONS MADE
-the Englneer's service for use solely wTth respect to !this proJect
law. statu-tory and other-r-eser-ved rig-tits, ln:c!udlr')Q the_ copyrlgh-t.
and.
I
PE
APP'O
PCH 10/22/9 APP'D
CKD. DATE APP'O
7
1
8
NOTES:
I. MA TERI.AL AND EQUIPMENT SHALL BE
FUNISHED NEW AND AS LISTED BY
UNDERWRITERS' LABORATORIES, INC. AND
SHALL BEAR UL APPROVAL LABELS AND
ALL APPLICABLE FEDERAL SPECIFICATIONS.
2. ALL CONDUIT TO BE RIGED GALVANIZED
STEEL CONFORMING IN ALL RESPECTS TO
THE AMERICAN NATIONAL STANDARDS
INSTITUTE tANSII RIGID STEEL CONDUIT
SPECIFCATION NO. C80.I.
3. ALL SINGLE CONDUCTOR LIGHTING,
POWER.AND CONTROL CABLE SHALL BE
STRANDED SOFT COPPER WITH POLYVINYL
CHLORIDE CPVC) INSULATION ANO NYLON
JACKET.RATED 90 DEGREES C,FOR ORY
LOCATIONS AND 75 DEGREES C. FOR WET
LOCATIONS, UL LISTED TYPE THHN/THWN.
4. PULLBOXES AND JUNCTION BOXES TO
BE HOT DIPPED GALVANIZED STEEL WITH
SCREW-ON COVERS: BOXES SHALL BE U.L.
LISTED, NEMA TYPE PER ENVIRONMENT
INST AL LED IN.
5. GROUND ALL METALLIC CONDUITS,
SUPPORTS. CABINETS AND EQUIPMENT IN
ACCORDANCE WITH THE NATIONAL
ELECTRIC CODE.
6. SINGLE PHASE MANUAL STARTERS,
ALL STARTERS SHALL INCLUDE PILOT
UGH TS. OPERA TING MECHANISM
SHALL BE OF THE TOGGLE SWITCH OR
PUSHBUTTON TYPE AND SHALL BE
MECHANICALLY TRIP-FREE REQUIRING
A RESET OPERATION BEFORE THE
STARTER CAN BE RESET.OVERLOAD
PROTECTION SHALL BE PROVIDED WITH
ONE THERMAL OVERLOAD HEATER
BLOCK, AND ALLOW USE OF INTER-
CHANGEABLE HEATER ELEMENTS.
EACH STARTER SHALL BEAR A NAMEPLATE
STA TING THE VOLTAGE, CURRENT AND
HORSEPOWER RATING. MANUFACTURER'S
NAME OR SYMBOL.CATALOG NUMBER AND
UNDERWRITER'S LABEL.MANUFACTURED
BY SOUARE-D,ALLEN BRADLEY OR EQUAL.
7, HEAT TRACING SHALL BE SELF-LIMITING
RATED AT 5 WATTS PER FOOT AT SO•F •
THERMOSTATS SHALL BE LINE VOLTAGE
RATED FOR 20 AMPS, CAPILLARY TUBE
TYPE WITH A STAINLESS STEEL SENSING
BULB. MATERIALS SHALL BE THERMON,
CHEMELEX OR EQUAL. ---..._
8. USE ASHCROFT L SERIES PRESSURE
SWITCH, CAT.• LPD N4 JJ B 07 XK3
100 PSI WITH ASHCROFT DIAPHRAM SEAL
• I0-IOOSS-04T-CK. TIMER TO BE
EAGLE DAZOO SER:ES T!MER WITH
□POT 5 AMP RcLAY OUIPLJT_
ELECTRICAL LEGEND
--c--
0
(I)
1 4=#4, W/GND. , 2 ½ "C
ELECTRICAL
SCHEMATICS
ABBOTT LABORATORIES
NORTH CHICAGO, ILLINOIS
GROUND ROD
GROUNDING
LIGHT FIXTURE
JUNCTION BOX
LIGHTING AND POWER PANEL
DUPLEX OUTLET FED FROM CIRCUIT •2
MOTOR STATER
HOMERUN, / INDICATES •12 BLACK PHASE
CONDUCTOR, f INDICATES •12 WHITE NEUTRAL
CONDUCTOR, f INDICATES #12 GREEN
GROUNDING CONDUCTOR ROUTED TO PANEL
OR EQUIPMENT INDICATED
THERMOSTAT
-
BURIED CONDUIT
CONDUIT ABOVE GROUND OR GRADE
4-NUMBER 4 AWG. CONDUCTOR, WITH GROUND
WIRE IN 2 ½" CONDUIT
PROJEC r J\U~BE:R Rl890
CLIENT DWG.
NUMSE~
s~co owG.
NUMBER R-1890-E-02
CADD FILE NA.,.E: I890-EZ.DGN
F
E
D
C
B
A