I ENVIRONMENTAL . STRATEGIES 1 CORPORATION I · 2019-02-22 · esc environmental strategies...

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III ENVIRONMENTAL. STRATEGIES1 CORPORATIONIII1IiII

•

303907

ESCENVIRONMENTAL STRATEGIES CORPORATION8521 LEESBURG PIKE, SUITE 650VIENNA, VIRGINIA 22180703-821-3700

VOLUME I

REMEDIAL INVESTIGATION OP THEFORMER

HELLERTOWN MANUFACTURINGCOMPANY FACILITY

INHELLERTOWN, PENNSYLVANIA

APPENDICES

PREPARED.. :....•— -. - BY

ENVIRONMENTAL STRATEGIES CORPORATION8521 LEESBURG PIKE

SUITE 650VIENNA, VA 22180

OCTOBER 5, 1987

3039GS

303909

Appendix A - Well survey (preliminary results)

?"l.S*Vr- ---fei

j 5.'':.T-'-5.' -;"-vi,-. -." -.• • r -' ^ t/iiis iiill s li iSs ^

?»S »«ft2Ss«» ««**»-;;*J m5" '-f'-S

4CA

ii- 1P-,8|

8si

303911

4

April 1966 ' ————————WELL SCHEDULE

U. S. DEPT. CT THE INTERIOR GEOLOGICAL SURVEY " WATER RESOUR CES DIVISION

MASTERCARDSource- _- *- Source Co^vf- - ' L. , I - / / / _ ( /•/•

Kecord by ly. A- /tfoiJr**/ ef data _______ : ______ Pattyp/?/// .Z Map At /ft. Te> ~J &

TF1P-T31 l f

local me:

*. S.It y. tec . %. _fc,

iunber: I } j j j I « ; _ j j '' '/ ' J_r] j T.f,-.

: i&\£rr'//'.£-\£-irr-f'f/ii ',-* j/ tf--f -;*--i Addreta;«i «« ———— ——

:r«Mp; County, Fed'Gov't, City .(Oorp'ofjo ' Private. State Ajenc; . Water Vilt ___

(A) (!) . (C) (B) (E) (F) (H) /fl?>v00 (K) (P) (*)e of Air eond. Bottling, 'Cc-aa. Devater, Pover, Fire, »om,(lrTx/«.c!. 5nd, P *. *«c,m± (S) (i) (U) . (V) "' 00 00 <T) (*) .rr t .. . -

Stock, InitJt, Dnuaed, Kepreaaure, lecharge, Derti-P $, tteaal-other, Other _____ j-*s,f

veil; Anode, Drain, Seianic, Beat *>«, Obi, 011-gaa, Ixcharge, ftat, Unuted, (vi thorax- .^ate, t» »troy«i **

PA7A AVAIUBLE; Well dataj___| Frtc.. V."- »ea«.! ________' _______ I (^ I Field ac.-lfer char, "j___j

gyd.'lab. data; __________________

•jual. vater data; type: ____________________________________________nj : y«

Puapage Inventory; -j., period;7» .

Aperture cards; _________________________________]________ ____________

Log data; ____________________________________________________________

WEl l-DESCRIPTION CARD

lt-h.fi I S*^ *S 0" M STCT CARDJ Depth veil;_______________ft 1 t 2-i °l \~~ <^>>__________/ • ' i if -———t ——_ >e s» __£^ accuracy

>>erf.) _____?^/-"7 ft I i -S-! i'~Y 1 type: ____$/•€•*•/ : Oiaa. /Q

Fin

33 78 ** **

(c) (r) (c) (H) (») (P) (s) (i) <v) XSo\ (e) rTTI., , . . poroui grav< . w. ciavel w. horli. open perf., aereer., ad. pt., ahcr<c/cyen) . 1^ Iln'*"' concrete, (ptTi.) , (tcreen) , gallery, end, \_£jJ»>———————•— wji-llethod (A) (S) XfT) (D) (H) (J) (P) <*) (« (V) Of) (2) m c)rilled- *ir bored, <abla< dug, hyd jetted, air reverae trenching, driven, drive L>—J *————' xot, — rot., " • jpercuaaton. jftiry— _ vath, ———o.,,tr *»»»-» j;

TTl.n, J5<JC. \f\4-\£ I P«e intake a«t!M! * " '- » I / \ 3\ O \ ?•atePrilled; I I'.^-lCl P^p intake aettln»; _____________ " '- ft I / ! 3 ! O I» » r~7^—————/ ——————————— »» »•

->""=—__ ._. ~ •_w w («> ») /tf s) F9 ^ HD»*ter no.

ttype>; »lr, bucket, cent, Jet, *(V nt \' "fiuro )' nont» pitton, rot, «.:b«*rg,Uur:_,- rJ-.«r

ftype); dleiel. lec) gai, gaaollne, hand, ga«, vied; g_P. _____f*5^ \__J »eta;

Deacrip. HP ____ g«<l tt. _____________ *3* O ft Delo«I-SJ> . Alt.^ ^ ~ "» f~f __ ••» *•• <

^^s:-—'~- >.„. L—;—I : c jVater

ft «lci »; ft fce "^ I I \*\ * Accurac"J—J c-! / 1 A^tvel ______f »>_____tt fcelov Iff; Ft fc,lov ^»" I . . ~' \ * I Accuracy ___________________

1m. .A/2/ /c' _J /j ! e- 5 lu ._. *a"7C" I • •? !"7 • c"! —, tSeaa: /O/3/ /* *- "1 '•> i -r yield; .3 /-> p»«il . . •? . / .- " J detercined

____ 2 y ft I { 2-< &*] Accuracy; f*f ' \ (P \ _7£Vo3 2J. braL_,4 j.•' . »m.m F r-i—• •' i——i •* i——i

,'" \ " yAtER DATA; Iron (__fSulfate_________I iChlcride________.l-^JjiilL_:_________J-r*\—• - *- - - - • *'.1——1 FP<* ' I

t». Condutt___________K * 10 I__J Teap.______*fl 1 i I tanpled———:——•———————- n —— • J3 J»K. color, etc.

1

Veil No.

KLetitode-lonri tude ,______|_____S______. ____t_______ - —t-

HYDROGEOIOGIC CARDPhysiographic~™—————" Physiographic • *\, ,r"kProvince: ______________________ >>; fe | Section;

™"

— — — ———————————————————— 7 5 i ><•> (c> (r> (F) m m <t>

yopo Of depre»f!on, etrtan channel, dunet, flat, hllltc-p, alok, aw>a^, ^

*gl1 fitt' (*) (p) /"" ~~"Vv) (T) <n) " (vjeffchore, pediment,Ifiiil^io^Xterrace, undulating, valley flat (__

.•yaceai aerlei »t »~ [ aquijtr, tonmiftn, a-.oupj—|- •

lithelogy; _____________________• I i1 t»ngth of I I —— 1 1 Depth to

Oritin; jj________I » I Thi-Vneta; ___________ft14 . _________________

T — I 1 »ngt o I I —— 1 1 Dept to 1 ' ' I_J ——— L^J-ell open to; ———————— . —————— ft j. >t \ \ Jji_-J-l» ———————————————— *« L..J ——— I..J

BiygR ' . j | j : j j IAQl'irER; _____________ .•_!___ ________ II ——— i ——— I ———— I ————— , —————————————— I i .. I

•yaten • • aeriea " ** aquifer, foraation, group ** *'-.— - I J J I I Aquifer

Litholoey; _______ • ______ - ' -' - ' L<»_t_.»»J Orlfin; __________ | ___ ( ThicVr.ita: _ __________ ftI ——— ' — ~| ——— I Length of • .' j ——— | ——— J ——— | B'Pth t *I ! . I veil open to; •_• ____________ ft I 'i i I top of:— ™ ——— —— — ————— ——— ——Scr ened:

Pep h tocon olidaied rock:^ep h tohas merit:

Surficial•aterial:

'

«mftqi#*• [

"i (3_ J Source of data:

I 1 Source of «Uta:•i

| 1 InfiltrationTC' rl. TI J ch-racierittici:

•a• -a•aCoefficient ' -1; I ' p 1 Coefficient I J [Trana; . ~ ______ , _______ epd/ft I . , I Storage; ___________________ L,._l ———— ,,J

'.Perm: ' gpiJ/ft ; Spec cap; ___ ^ ______ gpm/ft; Number of geologic card»;Coefficient '. I I

i I

er

CPO W7-7W

303913

•f'

- WELL SCHEDULEU. S, DIPT. OF THE INTERIOR CEOlOCICAl SURVEY WATER RESOURCES DIVISION

PENNSYLVANIA SUPP11 M ENT A R Y DATA CARDSource

Rtcord by __________ ol liata___________ Date_

Brir.tr's name;

Specific capacity; ___________________________gpo/ft 1 ;/, J i / • y I

Source of sp____capacity dataT^-^.—————————————— -32'

Kurber of - D'Pth of . j J J | Tield oftone: __________ »<"": ''

Source ef specific I IMcitv data; ———————————————— «-32-Jn Source of I——"|

data en tones; __________; [_3i J

I • ~~!—j Ti'1J ef I——|——;—Ift. L-36-J———L 3&J '""" ————————————K>* L.35_l___It] _J

| t j g |

*P- L 57 S I 39 Jrm«- 63-1———!-,« J63

of wtter dan; ffl.; _______________ Lfc6»——Lfcg J Hardness: _______________________ gP8 L^ j. :£,J

Specific conductance: „___________________nicromhos at 23'C 71 ' ' ' IS,

Bacterial analysis; _____^___________________________________________________________ L 7J-J

Date o f { j I Source o fbacterial anaUsis; _______________L7f,_l___I-IR-J bacterial data;

imCard no.: ________________________________________________________________________ Lg -J

Use- the rolK»wing notation for diui i '-gu i shing letters and ••.umbers: oh ff} zero 0eye I one 1zee Z two 2

Do nt.t -'ash a seven (i.*., 7) as ;r w i l l bf interpitied as » Z.

3.Q.3914.

VRD fxp. (W) Well *o.______April 1966 —————

WELL SCHEDULEU. S. DEFT. Or THE INTERIOR ' GEOLOGICAL SURVEY WATER RESOURCES D:VISION

MASTERCARD . j^H QDENHEJMER » CO x , f/Jte cord by C* f\ * _. _** f '____ of data gait >v//r /r {? hep jf '1 *'^ / * *y? j yA / /I/1

Stat*Count

t« f. !.° 3iY ^-s ^iA/jj At^rgTTTyi /; 9 ?!; i is n

al ..., \jC\f\ !_1J i I S ij i i i i "!~| &&~3</1jJ.»,'ffcj&JFC/dr or na*.r \B\-£ \T\tt X \Z\ff\e l«8 I* tHf ! ff S/J **&./

(C) (F) (H) / 00 > {M (S) fV)Ovnership; County, Fed Cov't, City,(Corp ox CoJprlvate, State Agency, Vater Dlst

(A) • ' (C) (D) (E) (F) (H) (I) <W) (K) (P) (R)Pie of Air cond, lettllef, Coaa, Devater, Pover, Fire, Dom, In, Mad, Ind, P S, Rec,yMt"! (s> (I) . <W <v) ' 00 (X) (T) (*)

Stock, Instlt, Unused, Repressure, Kecharge, Desal-P S, Detal-otber, Other i_

J Pse ef (A) (D) (C!) (H) (t) (P) (1) (D <U) / OOX (I) (8)i veil; Anode, Drain, Cellule, Heat kef. Obi, Oil-tis, Recharge, Test, Unustc : Vithdr^w^.aste, DestroyedJ ~"~ ™" _ - - * •" ^^ . IIH'I *

Field aq.-tfer char. "| ___ |DATA AVAILABLE; Veil data! f Freg. V/I mieas.;——————————— ———————

Byd. lab, data; ________________________________ ' ——— ____________________________ I __ J

~I ——— I1 JQual. vater <«ta; type; __________________________________ ______ .

O T z c u . sampling; ____________________ | ___ | P\mpai;e inveTitory; „„, pti .-d; _______________ *l __ J"Aperture cards; _______ ______________________________________________ , _____ ____

teg data;

WEL t-DESCRIPTION CARD

{ SAME AS OK HASTEK CARDJ Depth veil: j3Q ft j \ "3 \ 3 ! O tc T

! i^J— ——————————— ,s

•~- - —— -' — " hor:z. open peff., screen, sJ.'pt., ahcred^cf"^

Method (A) <B) /"(CJ ") (D) (H) (J) (P) (R) - (T) (V) <B) (8)Drilled- *ir bored,V£abj,e dug, hyd jetted, air reverse trenching, driven, drive

' rot. — rot., _percussion, rotary, vash, ———otherDate

______

/_&&__ \*)\C>\O\ Pump Intake aettlng; ______________________ft [ S ! Jf.————— J3 J4 — ——=, ——————————————————————

TT nT>F.KT7TT,TMF.r> \ OH_<M)

t* no*e, flston, tot,*

(type): «lr, bucket, eemt. Jet. («„?.)' (turb.)' *"•*' »*'•»»» rot« »«b»erg,\tur>/ cthtr I y - 1 Shallov \ -

<type>; dieael, el«c, (an, gasoline, hand, gas, vims'; B.P. __above

Descrip. HP ________________________ft k>1«.UB • *Jt. HP

Alt. LSD; _____________J j ;*fj/ JOI t.ourc,r

CvTT i ! ! g S4J Accuracy:

S ! 5 i S i O1 t" I i i~« £-1 f-o"} Pur;iM if T~ ~] i "J _r I

Brawiovnt fO ft |_ „ 8 / ! J J Accuracy; _________ | -J J period _____ __•_> ___ ***\_tt I -I I r» JO Q U A i m OF i — i " i — i " i — i rH

VATER PAIAe Iron _________ I ___ Igulfate ________ I 1 Chloride _________ I Inard. _________ J. ,_ J—— —— — eiTT — ^ V i i t£»r ^^ PPBI i i iS». Conduct ___________ J K x 10 | __ J Taap. ______ *r| ^ i I tatmplsd _____________ I- ! ,t

303915

Veil Ko. VMSII

J-Htude-lonpitud* , S , ,d • a d • a

HYDROCEOIOGIC CARD ' r

j SAME AS OX KASTER CAKB | priv.Ke/ " 1^1 6 ] Section:

| £ 1 Illint"' 1 i ! B Subbstin: J*\UCf* •-> _Yu a> .i»

IJOPO ef «.rreaslon. atreaai c-junel. -us*, nat, llif»£ sink, avsa-p.

•ffshorr, pfdlwnt, **"««*«, "rTM«, undulating, valley flat __ __ „.,....... — ..., . .. *7|/7 j

JCUIFER: . " \C-\ /I ~7oMr7£w~» * I/ ! ._? 1

lltholoiy: 1 J < -M Origin:' ' | L»» Thickneaa: ft*"" A* ** 34

f • s i tliTo JE to- - ft! '••[ \ 'tcTo'f."' ttl : • 1l__JI ——— l_j_J veil opet to; —————————————— ft |_ „_, ——— 1_.»J tof of- ——————————————— II L.«,_l ——— Lo JH u m l i l 1 • 1AOU1FEK; . ' 1 . 1 L j 1

ays tea aeries " " aijuiler, tor-atlon, group •» •>'1" ~J ——— 1 f — 1 AQ"i'cr-.1 .1 Orleln: 1 1 Thickneaa: ft~™~ "r so

{ | _| veil open to: ft I ! I 1 top of: ft 1 i iJ] si »' aa »7 i»

Intervals . - - - - * • _ . 'Screened:

._ - - -Depth to I "» J ] | I Iconsolidated rock* fi |__ c t ' u J Source of data: 1 f

i pepth to r i" r I i 4 r i'. kasement: ft 1 i , 1 Source of data: 1 i

Surficial 1 ] j Infiltration 7,| I•aterlai: . 1 ——— 1_,,J characteristics: 1 ——— I

Coefficient 1 J ; ""1 Coefficient F < "• ~1Jrans: • ipd/ft | i . (Storage: LT., J_ „ J,. ,,,'Coefficient j 1 ——— IPerm: Epd/ft : Spec cap: tcpo/ft: Kunber of geologic cards; 1 I........ jt

DT "B =: '?/$'l^SFr" "5 I '

. —————— . _-_i ——— { ———— —.

«•% ^ iTHfi J> VO r}f* / Jl * N

M» i « '"" fs40&f *?W faff X*l TV f m S 1

!

r a./ /.

llt-ISS 'sst £*< _L_^ f P -"I* ^ ski P sT * ^ ^/ -is? 9 " » ' ^ ^ W*' »

j * 7 * * » >^* ' *

30M

\*••«»

c•»•>•

*

c

i fi . ;._

o

/WELL SCHEDULE

U. t. DEPT. OF THE INTERIOR GEOLOGICAL SURVEY WAT 1R RESOURCES DIVISIONr PENNSYLVANIA SUPPLEMENTARY DATA CARDSource

tecord by____________________ oi °ata______________ Date_

ftatef /j! 2~]£cu__1., jL_l_fT3 (or t

f* ^ ' t ^^ Longitude: Lff ' /' g^ I- _f lij^ JU.-SXS L/jJ

•riller '( name:

Specific capacity; _gpn/f t L _6 t t — > \ f i T \

at ion ef specific I I i / !«C~| Source of specific I ? I>*city test: ____________________in. L-2B-"———I / *l{-t capacity data: .———————————————— l-3*J

Tottl no. r~J~1 He. of r~7~\ Source efef zones;____________LaA-* tcnt~tfTi: ——————L^jiJ data on zones; _________

e«-p>citv test:Mater-bearingzones;

D__>th__of • I -o"! y !C~1 Yield of I———I——I——J«£__: ___________ft. L^l / t- frJ •""«•• • ___________fpai L3?J__141 J

Pth of I i i I Yi>ld of I|\Li^j——izone; _______________ft. L«2 J———«-4«-l !_.-_.: ______________RP» 1-45

•Ei!Ptn-£.f I I i I Tj>id Pf I I | j.ft. U,B J——i-io-I "one* ________gp- L 5i_i__LSJ-Izone;

*p- I .- ! ! J

I l ! I•: L 63J———L..J

Field Quality I { j I I Jof vater data; __.: _________________ L.66*———"-6B-» "*"''•*•"" __________________________ t?gL6$_U;t

Specific conductance: _______________ gicronhos at 25'

lacterial analysis; _____________Date o f I 5 • I Source o f

'C 1-71J———«———L7J_____abacterial analysis:

I J • I Source o f__,_!___L-jsJ bacterial data;-78

Card no.;

Us* the lolKiwing nutation for disti"gui>hing I.-HITI and lumbers: oh t zero 0eye I one 1

" rec Z two 2Do nf.t -'ash a seven (I.e., ?) as :t vi 11 b- Jnterpieied *s x i__

303917

VU> txp. (CW) D.U So.April 1966

V/ELL SCHEDULEU. S. DEPT. OF THE INTERIOR GEOLOGICAL SURVEY VATER RESOURCES DIVISION

MASTER CARDJU-eord by O * ,

Umtr or nane; I" !«- !*- ,«L 1 -! -j t ! P i iA i ! p!0gjj£j Address; / //tfjf f ft*.

_ «C> - >> ." /KT •» ' (») •' <S) 00Ownership; County, Fed Cov't/ Citv/Corp or Co, Private, State Agency, Vater Dlst

<A) (B) (C) (D) (E) (F) (H) (I) <H> (Dae ef 'Air cond. Bottling. Con, Devater, Pover, Fire, DOB, In, Ned, IndJPy*ttr: (S) •'!) .(to (v) • 00 (x) '(T)

Stock, Inttlt, Onused, Itepressure, Recharge, Deaal-P S, Desal-other, Other

P'e of (A) (D) (C) (H) <$) (P) (R) (T) (D) /'""a.'f (X) • (!)veil; Anode, Drain, Seismic, Beat Bet, Obs, Oil-gas, lecl.arge, Test, Caused,fWithdraw^/Waste, Destroyed I

ZJ

ield aquifer char. "|___J__-njjual. water data; type; ______]_________________________' ' ~ ______' ________________ " I

DATA AVAILABLE: Veil data! / I Freij. «/L T«eas.;70

Bve. lab, data; __________________________

Freq. sampling; I I Pimpage Inventory; ,_,, period; ______•_________ y*l I

A-pet_ure cards;

ay WEll-DESCRIPTIONCARD

tf | SAME AS OK MATTER CARDJ p,pth veil; 3 *T f ft i I "3 \ 4 ! "7i———————————————!» —————————————i . . » JJ

" 'PeTffj 7?' ft I J J g J O l T- ef rTVe/ . D l a / £ P in i / ! £ (

s (c> (F) (c/* (Hi w) <p), (s) m ^ y N -«*' r\n*v -j j v porous gravel w. gravel v. horiz. open perf., screen, ad. pt., shored/, pper.1 IJf I\ finish: eoTiere£,t (ptrf_J , Iscreen) , gallery, end, V-°j>< — oicKer ————— '-a'-1

X Method (A) {») /^CC^XCD) (H> (J) (P) (R) _ (I> <V) (H) (e)V" to-iii,.). •ir boredj ci-;t-/duR, hyd jetted, " -air . -T-everse trenching, driven, drive*^ • rot, > ——— *^ rot., percussion, rotary, vash,rot, ^i . rot., percussion, rotary, wash, __________

P'te . /, ft A I a J f \___L I I i J IDrilled; // */ P 7" 17 i <* i^^l Pump Intake aettlng: ____________________ft I ->———I——J

Prlll.>8- - --- JL H. ODENrf£lMER d6.

, gasoline, hand, (as, wl»dj

_: air,

.--.»Is_E_l: <J.i"«!l- __ - - - - . - —— ———————————— —_,-above

Descrlp. K? __________________________________________ft T»eU»»tsD • *it-

W 1 ^ ! t S l Accuracy.

ft I IS'iS']<•

aVrawdovn: ^ J ft I .. ! J ' J J Accuracy;________ _ _ ___QUALITY OF r—I I———I ** I———I I j

| I Chloride_________I JHard.__________J-7>JV r — _ . -Ti- PPO .——,——,——,*1

MATER DATA; Iron _ \ ^ JSulfate""" " I | J I Date'

Sp. Ceniuct_________K K 10'J-J T«ip._____'T\ ——___J »«apl«<

Taste, color, etc._____________________________________ .

303918

Veil Mo.

VL»ti tu<5f -lond tud* . i S

MYDROGrOtOGlC CARDI""——"—————————————"""1 Physiographic I ^ 7~5AHE AS OK FASTER CAM) j previnci!;______________________ \ C^, W Section;

f j 4:Blsubba.ln; 5**»»

fB, (C) W (F) <•(> to (!•>tope, of *epre»slon. stream; channel, dunes, flat, hilltop, alnk, ava-ap,well site; - - - - —————

•ffshore. j*di_ent, hillside, terrace, undulatlng/vaUey flatI-UOR f .- J—T~l >_ -- / I—i ; »—-1— _____. ________ i £•! > t /oh.'it H _______ ii ' r'

«yat*» •ericl a§ s# aquifer, formation, group ** Jl

IJtholoty: ___________________________ i t P I OrijtT.;'___________I ^ I Thiekneaa; ____________ft«_, H _ _.._ __ ""r"™| ~ 4>l --H _______--—-- __ -_..._ ^en^Hi P t 1 1 1 1 , Dcptn t o

[..I t.l ""' °P n to; U L.. J J J SfltF———————————————ft L.J———L.JHIHORAQUIFER;

•

Lltholoiy;

i ; '1., ,1. —— 1. ——51 S3

IntervalsScreened:Death toconsolidated r

Depth to

Surflcialmaterial:

-

yttea aeries rLength ofveil open to:

«•<• *< L..J..L __,

41

C

1 ! 1*« •>» aquifer, foi

. ! , J Origin: 146

t ! J top of:S4 J4

• 11 J Source of data:

\ 1 Source of data:4>

1 ""1 Infiltration„_!_,. J characteristics:

1 i J••at ion, group *• •"

Thiekneaa.: ft

ftl i i 1S7 it

-n••n•D

CoefficientTrans; ____________________gpd/ftCoefficient >Perm; ____^_______________^i^pd/ft ; Spec cap; ___________^gpa/ft; number of geologic cards;

C/r/*._ _

-*- -~ —

— _.

.__

T

. — _

____

1

. —— .

. _-._-.<

_ — .

•

t-it-*

I6Drl A

CPD R57-700

L

WELL SCHEDULEIt. S. PEPT. OF THE INTIHOR GEOLOGICAL SURVEY WATER RESOURCES DIVISION

PENNSYLVANIA SUT PLEM ENTAR Y 0 AT A CARDSource

Kecord by __ of data_____ _______ Date__________ Hap

Use the loUoving notation for di»ii1"gui'-.hing 1*1 ims and lumbers; oh t zero 0eye I one 1

' zee l two 2Do m>t -'*sl- a *even (I.e., ?) as :t viM b»- i-iterpie«ed as f Z.

~~ —•" » *i *-»-'[ . lo*TlX|' «—7 f »lpuJ_l

BENZAK, Louis DIVERSITY 8-U31&

0 E 2U200

\BY M. G. H£irmony DATE June 30,

" PIPE 75-50' .

OF DROP PIPES

REKAHKS * • ' .Used our own £" Copper tubing1 _. £« O.D. Friction Coupling1 - 1/8" Snifter VelveLabor - 2|r Hrs.

Total Cost §15.20

Snifter Valvein basement

pth to Viat57t

6/30/53

iepth of Water* 5>^»

Totel Depth-BO1

3039-21!

- • - . - . . FriedetiBville. Pa.. Project

Source of Data: Well records of Hew Jersey Zinc Company.Date obtained: April 8, 1958

•- - - .

rilled Well No. Present Depth

303922

«

VRB E,,. ((V) veil Ho.April 1»66

WELL SCHEDULETTCLU ov-nc UULC _P\x~v - GO-! '• U. S. DEPT. OF THE INTERIOR CEOLX>G:CAL SUR^SV > WATERPRESOURCES DIVISION

'

R^SV

- 'MASTER C.Rt,

Sou * *Record by <T"i /? i L-vfrt Q. of'data *' ____________ Date V* Map He //e r/0 t-H ~7 St.

^State _______________________________________ ___________ __________Sequential

4! yl/i/l, Lon^ude: (Qj 7 S 5" i .j Q j

iij\t ' i r i * ^ ** t §\m'm 'H> • i • < « i • « • 5 i i 1 I °*"ei iia // _J- 77 /S£«-- i^_ig y 7i i. , '••"'' ' •' ' ' -i1 ' ' ' t |-nJ er **>*•• rt*-fferf$*tn £>,rt*2 *y-mer or na-e; fcW jf j/. j /.Jg] R 'T"'. > ! l L? 'id i T. 1 Address; _ _____________

<C) <F) f W) \ (X) . XF) 1 • ' <S) (W)Ounershlp; County, Fed Cov'i, Cityytorp or Co, >rlvate, State Agency, Water Dist ________________

(A) (B) \CJr (D) (I) (F) (B) (I) <>0 (K) /fJTVR)Ose of Air cond, Bottling, Coeat, Dewater, Fewer, Fire, Do-, Irr, Mad, IndJ F S rRec,V*ttr: (S> (D CD) (V) (W) (T) (T) (*)

Stock, Ins tit, Unured, Repressure, Recharge, Desal-F S, Desal-ctier, Other __________________

Ose of (A) (D) (C) (H) <*» (F) (R) (T) (0) / (W) \ (X) (*) , .yell; Anode, Drain, SeiLsnlc, Beat Res, Obi. Oil-gas, lecbarge, Test, lteu«eiJ/Wil-bdiawJu*ite, Destroyed \<>

l, DATA AVAllABLE; Bell d

•vd. lab, data: ___

lata{___j Freg. V/L -aeas.; __________________ LJ1 | Field aquifer char. |__j__-n_ _ ___ ~nFreq. aacpllnE: ____________________ I__I Funpage Inventory; __,, period; _______________ |——J—— —————— ———————————————————— 7, ———___m "CDQual. vater data; type:

Aperture cards;

Log data:

WELL-DESCRIPTION CARDI Meaa.

| SAME AS ON HASTOI CABI)| Depth «eU; 3 ST.S' ft | !"3J "!S"l «„"" __________________ ?'L_L~~ — ~ ——— ~~ —— "~" —— "~i» »e a> accuracy . . — _

lf) 5-/ ft 11 \f\l\ _______________ ; Si-. /& I-ZII'perl

(0 (r) <c) w} (») (F), (s) (T) oo ff\ (*) (TT1j , . porous crave! v. gravel w. horii. open perf . , acreen, ad. pt., shored J open I I A Iinlrt'! concrete, (per:yi , T«creen) , gallery, end, * °— - —————

Method (A) (B) /fcT D) (H) (J) (F) (R) <T) (V) (U) (t) fjr"! 5Drilled- -lt borej-J. fc-bleV-ug, hyd 'Jetted, «ir .-T«ver-re trenching, driven, drive LTiJ i•=--i=——' rot, V_-x^ rot.,______percussion, rotary, wash, ———other ""—' •*

frilled: 6/i f/6 & \ % ! & I t I FO-P Intake aettlns: ____________________ft I • S ,. 1 ?

,.tuer! R. H. OPEN EEI HER " CO, _____________________™"~———'—" ~—™-—— -frta* -- —""" ™"~ "~---—— T ——— "— - <«jeirfe«|R. ""~ JT'-_..._!'"i»iijE ..AJ CB fci {ji * 00 CO C-O cs) /\T)I C l K T "• ****P

»ir, bucket, sent. Jet, •jrl.i?..,' "fiurS.)' •»"• •*•«-». *»«t toba-eri. ftur other Li-J SfcaU

>"»«'• n-t 1* 7fO I H(type); ditael, elec, |*s, jasollne, kand, jat, «i»_; i.?. _____b p_____ L_J

aboveJ • ' Peacrlp. » ____________________________________________ft wiov1-*1* • Ut- W .I ^ _________ ——

20 -2_ I • ! •? I <? i'._ O _? .] i i f~-i P t-

abov* above I * J « —. I .J I••x»ve._ _ "~| ; j j J j Aeeuraeyi _______________"[___|ft e« »! Ft « -»

Si: C/7/->C "I 6? -^S -Tl" Yield: /- OO _J S /! D'OJOl _TB=— ———* ' / y———— ——— ' »« ~ ae _.

." I J / \0\ Accuracy; _________D effld* 4-f .rC_ J jg J_ ' aa , «» . l I••KHI ^ * •••.M * "• "

VATER DATA; Ire-_________1 JSulfate_________I J Chloridt_________I JBard.————— ————SS——' ,,J.——,———PIS——Vrp1 , . _,,, .pp. ». PPTIp. Ccifoet______ "«l—I PI" "> } i i__iT_K _ 10 I___I Tmp.______*FJ l , __I aaapled

Taste, eelor, ete. f

Veil Ho. wP-_____* f" iI.sti tude-lontituJe_____,_____,______§______i____i_____ v_ %

HYD*OGEOlOr-iC CARD " ' f";. ______—————————————"——"1 rh.Mi.-graphic I _, | /• 1SAKE AS OS HASTES C/JEj prOvir,IC! _ ______ I O, fa I Section;

1C II

Subbatln;

*3Ccof ef dtpve 1 1 1 1 te :

milfUJOR

IJtholcgvt

1 i iIS 17PISORAQV1FER:

1

tltholofiv:

1 i i

(») (C) (E) (F) (B) (K) (L)ression, stream channel, dunes, flat, hilltop, sink, -""gp.

shore, pn-lTn-tif. Mll«<*«, t«T-T»t«, u-.i-jlatlng, galley tlat/_ _..,_,,,

1 X" J •* | ^rf // JT—

eystea series 11 it aquifer, io

' • 'I iA.lori.in: \6.\, . an 14

veil open to: " •" "" ' ' f t 1 ]( J 1 'f0J top of:

1 i 1ysten aeriei " " aquifer, tori

1 L J Origin: 1 1Ler.fth of I1 '; J "'"I »«»"••' Luveil open to: ft 1 i i 1 top of:

,nation, -groupAquiferThickness:

«c•ution, groupAquiferThicknesi:

ftHI

"1 V

u4 Tft

i-LJ1 i

fti i !

SI UTr.tervalaScreened:

consolidated rocV:

basencr.t:Jurflcial•M it rial:•CoefficientJrans:CoefficientFen:

—— . —— . ————————— __ ——————

«« Lift 1 i

** r~T-iL,._L,,_

( ;ip-s/ft l ; j" gpd/ft : Spec cap:

,,_! Source of data:

I Source of data:1 Infiltration

characteristics:' --' Coefficient [""

Storage: L?.-74

••u"I J•ai_Un

*" '*nO

'***"*

4PO-57-700

--..03924

o

o

WELL SCHEDULEU. S. DEFT. OF THE INTERIOR CEOLOCICAL SURVEY WATER IESOU-CES DIVISION

PENNSYLVANIA $Uf PIE MtNTAR. Y DATA CARDSource

Record by________ __. pi data _ . . ________ Date___________ Hap _________________^

State

•rlller'l nej>e:

I—J/i ri r>\Specific capacity: ________________________gpn/ft t ;<t » f i IXi Vfl

Miration of specific I i t-4- ' ?1 Source of specific I J> Icapacity test; _____________ hr. L-28-1—— ' j • 3T—' capacity data; ———————————————— L JJ

'MO.'oftone-card:

||| Source ofL-V_I data on tones;

I >' / Ol * Ct I Ift. l iLLJP u^ _____________gp. L3cJ___1MJ

I / J2. t7 I *1«" °f I 1 I Ift. «-«4-l==—'-C*-' tone; ._____________gpn L 4S_1———1 4jJ

L M ' ' 53-1

trm |..j {..J

ft n1 M ?"" °f i f"1"!rt. Lfco-1———L 62J tone: ————————————gpa L {,3-1———'-ii-'

ft. Lfl-J -JCZ.—L.y6-» tone*. _______.___gp™

ft.

Field outlitvof water iste: EH.:

Specific cooductsncc;

,1 ———L68J '"'"••>"•'• _________________________________ »PgL69l-;0J

I « ! J I_microinhos at 25'C 71 •' * ' 7J,

Bacterial analysis;

Date ofbacter:al anal%sis:

I ! | I Sourre o f j |L76_l___lop-l bacterial data;_________________________ L?sJ

Card no.:

Usf the lollowing notation for distinguishing lt>ti>-rs and luaibers: oh t> zero 0eye I one 1zee £ two 2

Qo nt.t -'asl- a »even ti.*., ?) as it w!J5 b-- iiietpieied as » 2.

303921

,1

Exp. (W) Wall Bo. ' 1^ P "I Iil 1V66 ——— : —————— f ——————— -April 1V66

j VWELL SCHEDULE* •"• — _ U. S. DEPT. OF THE INTERIOR GEOLOGICAL SURVEY WATER RESOURCES DIVISION

j MASTER CARD1 - j

jtecord by * f\.» yJoQ Ct

Local I~~—*"——I I i i i i— i i i i I l I other B & M~l]Ser: L,. ! ! { !.„! ! ! ! 5,J ! ! "7 ! / I gu Tr:

_ , I J : -4-. i • : .' i j J i ! J ! 5 T~| °-« -r_/ «-/ / /t-cal "": 1 i t i I .pi i I • i „• • i J t < j,l oFTuM; /4e ?/>*£!'£</

*>** or .-: f T*// \B \ \S & \E \£ \S JZ \£\ ft \C\O\ Addre.!;- —————

; (C) (F) ' <M> / pi)^ (F) - ; ' ' (S) (V)-ounty, Fee Gov't, City.fcorp or CoJPrivate, State Agency, Water Dftmership: County, Fed Cov't, City.fcorp or Cojprivate, State Agency, Water Di»t _______________

(*) (») (O (D) (F.) (F) (H) (I) (H) /KTyp) (R)P»e of Air cond. Bottling, Coma, Devater, Power, Fire, Don, Irr, tfed, Und./P S, Bee,

V*"r: (S) (T) (D) (V) (V) <T) <Y> (*) ..fTy]Stock, Instil, Unused, Repressure, Recharge, Desal-F S, Deaal-otber, Other _________________ I */*/l

0" °f (A) (D) <C) (H) (_<>) (P) (R) (T) (D) / wT"*) (D («) «!T7!well: Anode, Drain, Seisaiic, Beat Res, Obs, Oil-gaa, Racharge< Teat, Unused, rWltbdray/ Vaste, Destroyed L___|

j PATA AVAILABLE: WjI

Kyd. lab, data;

'ell data!___| Freq. V/L _eas.; __________________ j___| Field aquifer char, "j___|

~ 'Qua I. vater data; type;

Freq. Sam-:ling: ____________________ L_-I Fuapaet Inventory; __,, period: _______________ I I7J

Aperture cards; _____________________

log data;

WEl l-DESCRIPTION CARD|«eas.

SAME AS OH MASTER CARD Depth veil:J 7i ; _ | Heas.I ' \ ,\ --J rept .. »» *

Depth cased- ' -y „ } { _ ' ___.*1__1~ ~~ / —————* r^lJfirf pert.) _______/C?_ft I 1 ! 7 . O J tvpe; ________jT^fe./ : Dta*a. ______fe> In t _. ' _f »

(c> (Fi <c>" t(H) (*> (p), <s> (D <w) /TxT\ (e) npn_. . , porous gravel w. gravel v. honz. open perf., acreen, ad. pt., abored/p;s-/ I A Irioit?- concrete, (perf.) , (screen) , gallery, end, Vie/"',——jj-j-jj————— *-»!-*Methoc AZ)\ m (C) (D) (H) (J) (P) (R) - (T) (V) 00 («)»riii'~-l *Jr /lx "•» cmble, dug, hyd jetted, air reveise trenching, driven, drive

~ ^ p e r c u s s i o n , rotary, wash, ——ether

IrTlled: I//7/&Y \ 1 '• & f7 1 Fu-r? intake setting; ___ __________________ft L • • —"" "™ —— ——————'—"——" 9} J$ . ~" 3S SS

Driller; ^ - //• tvooff g'V'IT*>) ' c*______t _______!__________________________________

• i % (A) (B) (c) 0) 'jpi. »_,S£i. ff) f.*) (R) /15T- m ft) \s> I '•(type); air, bucket, cent, jet, "««.)' "turr.) B01"' P1"00. rct. ub-4rg>/turb. other i_LJ i

tover _*-»« •**(type): dlesel, e_>>gas, gasoline, hand, ga«, vt»d; 1_F.IPover -••; UP I I Trans. or

__________ I I -eter no.above

Descrlp. MF _____________'_____'_________________________ft |-i«-,LSD . Alt. HP _

? > £7-1. fc> /•Alt. LSD; -1. fc> / ______ I i i______

2.0 ft;5£"i*w£ i-D I i I 2. I C>J Accuracy: J-V/r . , «Q

f I ? /i.rj

rawdown; I — i — I — I I — I £=-125 ?/ I ! 1 Ift 1 a t . J Accuracy; _________ { ___ J period _______ -x*» -r»l , j t4s-J——— •' ——— ** ——— -O'. gv-ALir>- or I——| •' i——| |——i

VATEH DATA; Iron__________\__ JSulfate__________L__J Chloride_________I JHard.'———————— PF0 a» .——_ ppm »o —————— -P"> »>

*l I i " I I ""*tp. Conduct______ X X JO 1 I Imp.______ *_*! I i I sampled

Tasie, color, etc.

303926

gp

i'&'y Veil Ko. 1 V ' «• *wga*rjr • —— — ———————!-»- !> *-.\ 3f

«^ "

IT • Latf tude-lonsitude , , Sr a1 • a

HYDROGEOIOGIC CARD1""~ ——— 1 P^vsiogrspV ic f - ' "1kAHl At OS HAS.tK CAKDJ Frovi«e: ~ I *> I «• J Section

1 If 30 21

1 -P £«-n?K* 1 ! H BJSubba.in: 5 C.UJI S> 3S

<») <C) (E) (F) • (?) (« (L)fppo of depression, stream channel, dimes, flat, hilltop, sink, swamp,

••II..*1"* («) (F) (S) (T) (H) /** ~•ffshore, sediment, hillside, terrace, undulating, (valley limy

HAJO-* I J1'.-! _-»— ,f-«L"FER: , 1C--, f 1 /t>»»i5 tr^ff

•yatem «eriea »t »» aquifer, formation,

i _id m a

c.- cr«.Krsi>rE

h Srgroup is »

i ; t> i I r\ A**"****IStholoiy: 1 i ** \ Orlpln: 1 » I Thlckneii: ftap— "— * ** '*1 ! ! veil open to: ft 1 „ \ \ \ top'of:"

AQllFER: . 1 ! 1aysten lieries " •' atjulfer, formation,

-IJ U1 i

troup -* -•*

.. I . J Origin: f 1 Thickn*»i: ft

*

.,..,.,,...,. .- _en|th ot ., ,,,„,., _ ntpth to1 i i I well open to: ft 1 i i top of:

i t u K M 'IntervalsScreened: .

Pepth to | i •" ~"1consolidated rock: ft I J Source of dsta:pepin to | ' "T|basement: ft 1 J Source of data:

Surficial 1 1 Infiltrationmaterial': Lro... _T,.J characteristics:Coefficient f~ "• J - j CoefficientTrans: gpd/ft 1 . 1 Storage:Coefficient 2Pern: _pd/ft ; Spec cap: gptt/ft; Number of geologi

Z?T~-J ez--' "70 -72. ,00 .' t , f-ffrl

t>r.9 . —— . •"-

6-r»*>

ft! i i17 it

•a•a•al : J l•-..-i — i_7ij

c cards: 1 i7»

"f ——— -——— f———t

1 1

- a- — - J .1 —— i

" i' /-». / c_2_r

CPO 857-700

3D3927

'

- WELL SCHEDULE^ W. S. DIFT. Of THE INTERIOR CEOl6<TlCAl SURVEY WATER RESOURCES DIVISION

* FINNSYIVANIA S Uf fI EM ENTARY DATA CARDSource

He cord by______________________ oi data_____________ Date__________ M*P

jtriller't na-t;———i i i i

______________ ____________________________________ _"j ' ' ' 27-1

Iteration of specific T I I l j Source of specificcapacity test: ___________________hr. »-2B-J——>—.——t-31-J capacity data; ——capacity test:KateT-bearingpnet;

L * * I_____ .-_-_Ljft f"1 rziT"" °f i r~r~iit.l_fc0J————I-nJ zone: .——————————————gpc L 4.5 J———L <c J• one: ——————————————gpc I- __

I" I ' I /I I I .. /

of water deta: __:rield outlitv j j I I / j I |———— ___________ L66.|——L6BJ Ha/ness; _______________________ gpgLy,-L-.0J

/ J J rnicromhoat at/25*C 71 * ••-• *Specific conductance; _ ______________»*cromho* at/25*C ^-71-

gacterial analysis;

bacterial analvs is :

Card no.;

Vt* thr lo^luving not* -Ion for

go nc.t -?asli « seven ^i.e., ?)

L. i i..,

disli-guishing lell>-rl l

as :r v"»T! b» inteisieie

Source ofb.icterial data;

lumbers: oh f) zero 0eve I one 1zee I two 2

as » 2._

in

303928

N. WU> Exp. (CW)April 1966

WELL SCHEDULE. S. DEPT. OF THE INTERIOR GEOLOGICAL SURVLY W/.Ti'- R i-SOURCES DIVISION

Record by C . J-? • VJ.-J of".", _______________ Pat, 5/?/£ 7 frp /gfe»L £J/

T -«-. /f.ol3-l^!2-|/.yi: j-Ttude: [-5:7 i -5-1.2. 5 o I HT7I • iSr• »xn t ii T— lu- —— — — -__ j. _ _ is <_, 4 j -- ~""~ ™*

H. Sec

——————"All'I • nurrber:

>a decrees i» min tec

ocal_-— . » „. -.

, f " I - i ! i i • • i ' i ! ! i i ! 1 <Vne" ,/ /al_use: ' ' ' ' » ' -t' ' ' ' -Iji' ' ' ' ' ' ji ' or name -./We ;.*-

Ownership; County, Fed Gov't, City, Corp of Co, ferivate/State'Agency, Vater'oist

<A) W (C) (D) (I) (F) f(H)Nm <M) W) (P) (R>Dse of Air cond, Bottling, Co-rt, Dewster, Power, Pire,\po«vfcr, )fed, Jnd, F S, *ec.

Stock, Instit. Unused, Xepressure, Recharge, Dessl-F S, Desal-otber, Dtber

(A) (D) (C) (H) <$) (P) (R) (T) (D) /'"O'TN (X) (*) J•ell: Anode, Drain, Seisielc, Heat Res, Obs. Oil-gas. Jtecnarge, Test. Unuitd/ VitbdrawJWaste, D-ntroyed

OAT A AVAILABLE; Veil data]___j Freq. W/L meas.; ____________________ I J Field aquifer char. 71____1" —a """"""""~""""""~ " yi _____

d. lab. data:

«}ual. water data; type;

Freq. sampling; _____

•a__________-aOyum?«Re inventory: _,.» trtod: ______________ L •——— ——————— —

Aperture cards:

log data: M I

I rapt ,

WEll-DESCRIPTION CARD

I SAME AS OH MASTER CARP { Depth well;__________7 0 ft I I ! ! _ ____________i •• . _ . « *>~ "'" accuracy~Bepth cased: I J J J | <-"t°« /--i- I f(first perf.) ft i i , ,__I type: _______5 I HO-1 Piam. ____»•—————— ———————— as ———— »« — ——— ———— —•„r————

(C) (F> (C) (K) (t) (P) (S) (T) (W) /W\ (OT{ { . . morous gravel w. gravel v. l.criz. open »erf.. acreen. ad. pt., shored,f c*pen)rinisn. eoncretej (perf.) , {screen) , g*:iery, end, .~°lr,—OI er

drilled- *^r boredj cafleJ dug, hyd jetted, air reverse trenching, driven, drive __—————' rot, —-~ rot., percussion, rotary, _ wash, ———otKer~~ ___"Date • i i \ I I • 1Drilled; _______________ I ' ! I Punp Intake setting; ____________________ft | ' * —J———————————,,——-— SJ J4 M J(

Driller; _____________________________, ________ _____________________fn"S*T\ W 00 tn (f) n) m*"1"™ «) m **•_ I——|ll<)/(J> JUulctmle. -u1»4«,l». M1' V' "' J*' .W V'•_.—— \*» tBJ (LI/UI Multiple -Mltlile l"' "' «-' ls>' **/ »E' I fj I I IItype): «Ir, bucket, eentl jetV (_jnt \* (fturt )* """• Pf*1011* '"t. sub-erg, turb, ether I w J Shallow!———I

yp—cr .^ —^ Mlt _p I c* I Trana. or(type); diesel.felecj) gus, gasoline, hand, jaa, »l»d; 1,1. _____________ I *•* 1 -eter pp.

Descrip. HP V-S?____________"TlIf eff Cje',\t,_____ * ft keljw1 15 • -lt- *" —

lt. LSD:Vater . ,- ^» _^__ " i———J———I . j Q I fl———I

„.*» WlowX-*; Ft below ISI ' <t •———I ' 17 J AccuracT; ——————— T———I

jL tZHUZI" Yield: ___!_________-»l J ! J J ~J -eJIr-inedCl/ _———— I——.v . •• p—-i i 1I j I i I I Pmepint . I I • I

Drawdown; __________11 | j J J Accuracy; _________ |_—J Period ___________.hr*l-»« _' ' ti —'"\ S" -TY OF .——. «• ,—, •» .—, r -i^J VATER DATA; Iro»_________I___f Sol fate________• 1 J Chleride_________I___|Vard.___________i-7»-»•~-r .——————__———— -- ——————————mpm————70. , , ~—ppi—— 11 pi- —

»>. Conduct ____________K s 10 I___J T-axp._______«FI t i J saapled

Taste, color, etc.___ • ____________________

•50

Veil Mo.

VLet! tude-lentitode _ i S

HYDROGEOLOGIC CARD

1 SAKE AS1

OK KASTEF C

b"^ j Province :

ITPr-.jr e 1 : i4is

o;t10 :i

Sutbsfln:

Section:

Sauc»« CY- i/^j1. j; <») (C) (E) (F) ' <H> <O (U

japo of depression, stream chsnnel, dunes, flat, hilltop, sink, awaatp,¥'u *ltl: («) (F) (S) (T) (B) x*"tvj*~-

offshore, pediment, hillside, terrace, undulating.feslley flat,\ HAJORi AC'JirER:

•ystem • aeries »i it aquifer, formation, i sup >» aiI I / I | f | Aquifer

__________________ 1 i *-H Origin; ' 1 *° I Thickness; ____________ft^ . _ . —™ *» ». «B.« . __ ™«__«• • ' I I Xcngth 01 _ I | I \ Depth to 1 i »I ! ! I well open to; _______'." " ft j_MJ___I y Jt J .top ef; . __________ft __4tJ___|_o

MINORAQUIFER:

i a

Llthology:

1 i I51 32

TntervaliScreened:

consolidated rPep.h tob»ecjTient :

fiurficlalmaterial:CoefficientTran«:CoefficientPerm:

1 ivs tea aeries " "

1 „ i JorlrllenEth of ^ f jveil open to: ft \ t

**•• _ft L.oJ ———— 1 —————— ,3-

ftl i i 1A3 ••

L~l 1 lTli

aquifer, formation, group1 1 Aquifer

n: 1 i Thickness:so

top of: f: J

Source of data;

Source of data:

iltrationTO_L?I_I charscteristics:

| i •' ""\ 7> 7i

gpd/ft 1 Spec cap:

Coefficient PStorage: L.,

Kpm/ft; Number of geologic cards:

; 1ft

; 1

•a•o•• i-ijn• —— •-- -•

.__——

. — ___— .

. — .

. — _,_ — .

CPOM7-700

o

oc;03S30

S~i

O

VKI! txp. <W) V.11 He.____________April 1966 ——————————————————-—————————————

WE'L SCHEDULEU. S. DEPT. Or THE INTERIOR GEOLOGICAL SURVEY WATER RESOURCES L1V1SION

MASTER CARD

_Record by C- R . of "data >V- J. 7 .'.c g,

h-T- I * • • I I '2£I- LJI-J———I———I———L.M-I———I

Local use: ^ y! i i i i i ij/ j _j —— | —— _4, I I !

T or naime; E\fl>J-\£\#\ \V\A/\X\V\tL\R\

I o*"*-" / / / /y , jc,4 or na-*; /J.<:,.L l/k ,' '<. rf.-fya-iaiai. ^ 7

Address;

(C) (F) 00 /•*xlt»l> 1 (F) . (S) (W)Ownership: County, Fed Cov't, City/Corp or CoJPrivate, State Agency, Vater Dist ___

(A) (») (C) (D) (E) (F) (B) (I) (X) (H) (F) (R)Dse of Air cond,' Bottling, Cotam, Dewater, Power, Fire, Dom, Irr, Ked, lod, P S, Rec,V"": (S) (T) (D) (V) (V) (X) (I) (*)

Stock. In*tit, Vsufted, Xeprtcaure, Kecbarfe, De*«l-P 8, Deaal-other, Other __

0»e °f (*) CD) (C) (B) (*) (P) (I) (T) (D) / CO \ (X) (*)veil; Anode. Drain, Seiamic, Beat Kes, Obs, Oil-gas, lecbarge, Test, Uoused^ Vithdraw__/Waste, Destroyed

DATA AVAILABLE; V

Byd. lab, data;

ell data I___{ Freq. V/L »ea«.. ____________________ I I Field aquifer char. "|___|

____CDftual. vater data; type: _._ ____ _ _____.. __ _ .. _____________ ..._____ . I L |

O "n y e s

Funpage Inventory: „£,, period:——— 71

Aperture cards? __________ " " ____________.__________

Log data:

WEl t-DESCRIPTION CARD

SAffi AS OK MASTER CASp] pe,th Mell:________/O ft I j j j ° I "!"'__________________'\ I

I i ij gStf" 57 - 7 -. pia-.'ccu"cy m fTTJl) (») cp) (s) m w) x T\ w> rrriii. open perf., acreen, sd. pt., »hored,/crtn ) . \/\ Ier end ^ ~ — — — — — *'

,. . . . poroua gravel v. gravel v. horiz. open?'"""• concrete, (per£,i_, (scretn) , gallery, end, __

Drilled- •Ir bored/cable-Xdug, hyd jetted, air ' reverse trenching, driven, drive•—————' rot, v-—* rot., percussion, rotary, wash, •Date r———I I I

Driller:

•-=i i (A) C»)type); «lr, bucket, iPower(tyme>: aieael, elec,

Deacrlp. KP~y O

Alt. LSD: ---. "VaterLevelpatea«ea.a:

Dravif'-iwn:gUA -.TV OFVATEK DATA: Iron._. _„,. _,

St. Conduct

it >»

name

TMt(as, gaaoltn

f L

e, hand, gas, wl»

i '?'<?'•1 1 -——I V 1

41 49, Above -Ix>v« ._

—— ** below »i rt Wlow LSD

H i- 1, inpm at

K *. 10*

! J" Yield:

d; ».?.

_^. I Accuracyv I (aource)I i 1; s

« <s>""r"'b <? n D"p irot, submerg, turb, other \ ' shallow!

| J meter no.

aboveft Ma||UD . Alt. HP

: a

aa

Zl

3\\ \ Accuracy: '1 J

'• " | ——— | ——— | ——— | ——— I ——— 1 Method 1 ——— I1P»I ! ! ! i J detensl <dL..J

, \ Accuracy:• <

Sulfaten "-f 1 Pumping 1 |1 1 period hr«l _ . „,!

1 1 Chloride 1 hard.IB

-,i i -j ——— JDatl130 " ""I ——— | ———j J tangled _____________ 1 . . —— ,

L.sJ

Q'ii-* '

30393.1.

Well Do.

HLat j tude- long, cude ___ , _j______S

HYDROGEOIOGIC CARD

<E AS OK KASTER CARS) Pr'cvirie^P~________________________ I G C| Section;i» JO »»

ft)) (C) (E) (F) (R) (K) (L)po ef depression, stream channel, dunes, flat, Mlltop, sink, avanrp,

11 *lte: («) (F) (S) - (T) W»ffshore, pediment, hillside, terrace, undulating, (j_illey flat

I C J 3 l "jl/h-A-* J=^____________te JC- I'• it aquifer, formation, itoup it ii

I Origin; __________I fe J Thickness; ___________ftf i i i Lengtn 01 l , ,——> Depth te I l ' 1I ! i I well open to: ________________*' L „ J___UJ ."" - __________________" ' .. ' • o Jf ___inn

aquifer, formation, groupn Aquifer

_____ ______ Thickness:

j Length of . I———j———J———J Depth to j———j———I———|I well open to: __________ __ft I i ! I top of; ______________ft I i i I

Intervalt.Screened:

Depth toconsolidated rock:Depth tojsagement :

Surf.clal-Daur.al:

L i.. ;, ^ 1 i«*

| iL^_i_,.

i» *7

-f

_X,J Source of data:

J Source of data;*l

1 Infiltration 7Jcharacteristics:

**

.jiCoefficient ' I j i | Coefficient I J j jTrane: ~_____________________gpd/ft I . , I Storage; ______________________L,._l———l~,,JCoefficient

79__

Perm; _____________________ gpd/ft ; Spec cap: ____________ gpn/ft; Kumber of geologic :ards; n

. —— .

...- ———

- —

—— -

_«. — J.__ 1

. — _.

___.

CPO 857-700

L;

WELL SCHEDULEU. S. 0EPT. OH THE INTERIOR GEOLOGICAL, SURVEY WATER RESOURCES DIVISION

MASTER CARD

Record by C. /? . U>U -~ ___ If"". £/'/«• s> ?. fp-T „,. 4/,r/(,& ,_„ //fr - 7 X. '

I-Mtude: 4 O 3 g/y Longitude:* ~ ——————

Lat-leng I .I* ' **" * *" E " ~e"""accuracy: LfeJ T. S. R y. Sec___ . t. «.. ___

local r—~~*——i > I I I I '*Jf • ' I I —I __ I Other

, If 'A/j' « ' i i ' ' i i « « > I « • I <v"tr O .ill I n -f- c P //• ~al use; \*-\nrt\ \ I __ i -ri t I . i u t 7 * /" A. aV. «-

: fcT.T iT"! K! I O J P! S g \& \T\H \ \£- 1//\ Address: lcfa-fr . // /r. f ."'.T /"/; B.MJ.--.• ** . »• ••' . ' *• ————— ——— —— ———— ——

»~er or name

(C) (F) /^w^ 00 <F) (S) (W)Ownership; County, Ted Cov ' t J.C1 1 v/ Corp or Co, Private, State Agency, Vater Dist _

(A) ' (B) (C> (D) (E) (F) (H) (I) W W .(P) (R)Dse ef Air coed, Bottling, Coart, Dewater, Power, Fire, Dora, In, Had, Xod,'F S, Rec,**"r! <S) (TJ Sm ) (V) (V) (X) (T) (*)

Stock, In»tJt\t)nuMi< Repressure, Recharge, Destl-P S, Dual-other, Other

Pae of (A) (D) (C) (B) /U>T) (P) (R) - (T) /TO>\ 00 00 (*) .fFZSl fhyell; Anode, Drain, SeianJc, Beat Res J Obs/Oil-gas, Bechsrge, Ter t,{ l^-TedJKitb-.iaw, Waste, Destroyed I jP l V»x

data!___I Freq. «/L meas.; •*"____________________ LV* j Field aquifer char. '|___|« *7 I———I_________________ "LJ

PAT A AVAILABLE; Dell

Byd. lab, data; _____

Qua!, water data; type:

Freq. sampling:

Aperture cards:

Log data: /M -fy,

P y e s

4. fa 4*+-)

WEtt-DESCRtPTION CARD

j SAKE AS OR MASTER CAR!) ]1 __.- "Depth cased: 1 5 __ji___a(first ptrf.J ' JSS;?.

CC) (F)Fi < >.. F°rouA _rave;.

Method (A) (B) /?:)Drilled: »lr borea,(eabj

t)<tc

I Depth well:

» 1

w. gravel w) , (screen)>\(D) (H)eydug, hyd" rot.

1?!

3 +4- ft 1 ;3j -ft l!*!*

(K) (*) (p), (s) m ,.00., /i*r"\ <e>horiz. open |«rf . , acreen, sd. pt., shored/ open 1, gal)«ry, end, ( Jiole/ — ^__^_-(J) (F) (R) - (T) (V) (H) (•!)

Jetted, air reverse trenching, driven, drive

£ ! <•* 1 FUBP Intake setting: ft L

' 1 1•ay<. n£3m; i

i i iriller: ff.ii.ff- VFU^.^ . & J..... name f,» .... -«~v aoaresa , ,. _ ,——••1-- . (*> CD (C) (J) -ulS;,« »)lSpl./«''>l<*) C») <S) (T) ft) \7/\ Dt ?(type); «ir. bucket, ee-nt, jet, («„?.)' (turbt)'s ™j- l>t»ton« »™*» submerg, turb, other VY I Shallow I ..IPower B:It JJ i i Trans. or(type); dleael, «l«c. gas, gasoline, hand. ja», wind; l.F. _____________ 1 _ I »e'-er no. __________—

f./> ,Pescrip. MF ________ f <T> >cy f ./'_s-,s, -s.e •* ______________/ ftV-TTTLSD . Alt. HP

Alt. LSD: ____f^-JLS______ 1 i i «—i " i -• l A»0urce) r**?" <•«> ev7y„_-,»_ . -*r _— _m *" .1. _——— AA*MIB» • i 1 I ^ •

SveTv-ter > , f- .k.." «w-: " I—j—|—-rp-i ,,1 I

W; rt below "D I • ! '^1 Areuraey; _________________ 1———JI _.! - | "I " . " I———|——-| _ |———|———| Method I———IHj_l_jLL_Lr Tleld; I2.4-O »pn,l \ I • 2. I -4-\ O \ de^rmined L. J

if

Dravdovn: U?' *t

JODrawdown; Cl'S" Jft \ t_ ' f\v I Accuracy:SUAL1TV OFWATER DATA; Iron_________|___jSulfate

PT

303933

Veil Mo.

. - , - - 1Lstitude-lontitude i i S .

4 m s dHYDROGEOIOGIC CARD

J SAME AS ON >•1

Tape of »epwell site:

•ffHAJOR _flJl'IFER: C-+

Mrtology:

1 i iMIHQRAQ'.'IFER;

.AbiLh i_Aki:] f.rovince: | & , fe j Section: (_>. re*

1 Z^ t Essin: j£*-/l' n /*v* ^ i i™ . Subbasln: al/fcJ* C^~

CD) (C) (E) (F) (R) (t) (L)resslon, s treat channel, dunes, flat, hilltop, (Ink, swamp,

shore, redlment, billaide, terrace, undulating, (valley flat J

-./•-/«« . \0\l \ -T&xirw Jetfts">-JA-f" ', f± 1 J s" Aquifer1 • D 1 Origin: '" i» Thickness:M 13 S4

m a

ft

———

1; iffft

Ler^lli of I '•—•—— -r —— j l>epth to f i l lwell open to: • ' ' ft 1 . ', l 0J op of: ft 1 ! i J

' < 1 ——— i ——— 1•ystem aeries " " aquifer, formation, group

LltholoEv:

1 i iJ1 JO

IntervalsScreened:Depth toconsolidated r

Depth to>asenent:'Surfictalmaterial:

CoefficientTrans:CoefficientPerm:

— i *V

-1 ! j Origin: 1 1 Thickness:r, »• .-Length ef 1 ——— j ——— J —— "| Depth to |~

well open to: ft 1 I ! J top of: ft L

....... rock: '-"" ft J ip i j-J Source of data:

1 1 ' ! I Source of data:

•s *•L J " 1 Infiltration70_i_T, _J characteristics:

1"" [ "; -"1 Coefficient f! , J Storage: L

73 7}

gpd/ft : Spec cap: gpm/ft; Number of geologic cards;

1 1ft

• i47 if

-CD••nCD

"""~r_7»

. —— .

.___

— — -

—— -•!

.__

. —— ,

__

"

. —— .

.__•..

_ _ .

303934

W£LL SCHEDULEU. S. OIPT. OF THE IINTEMOR CEOLOCICAl SURVEY WATER RESOURCES DIVISION

PENNSYLVANIA S.FMEMENTARY DATA CARDSource

Record by__________________ ot data_______________ Date___________ 'Map

•riller's nsaie;

^recific capacity: _________________________gpni/ft I ;/, J i / i

^oration of specific f ! i O \ tf\ Source of specific RK] 5eapaciry test: ____________________hr. I-28-1———•-/—«-M—I cspacity data; ————————————————"-32-1 "*capacity test:Vat er-bearine ______zones: of aonfts:

yucber of Depth of

1 j ' f °- •>*' I 1 ?°ur" of I I'-33-' tont~eni' _______L jiJ dsts on tones; ________.LssJ

j J ! I liiilfl j—T.ft. l-36-l———*- 38-1 innrt ———————————RP" L39_L.zpne_: _________________ft, u.«it_l___l_ i__s -tont* . .__.___KPm I.3P_J___ 41

Perth ofzone:

I • ' Y-eld o f I f.ft. L42_l———L44J zone : _____________gpm L _>_J-.

I i i Tifid cf jrft. U8 J———"-50-J tone: ____________gpto L 5i_l_

j , , Iield_o|. \ft. LfcDJ———•-42-' »9nt! —————————————gp= L 6j-L

Field autlnvof water dsta;

J

LI ' I I ——1_________ _ _______________ 66»——"-68-I Htrdness; _______________________tpgL6s-LTOJ

^—' -Specific conductance: m_________,_________micromhoE at 25'C ' 71 ' ' ' jr..I_^_______ra| J J J Source o f I I

_____________L76J___«-7B-' b"cttr5'1 data;___________________________ L?9J

Bacterial analysis;

Date ofbacterial anal-ysis:

Cf.i no.-.

Us* the- to1l.»ving nut-tion for di*l i "gui-thing leM.*7s and mabers: oh ff3 zero 0eye I one 1zee Z two 2

Do nc.i -'ail; a .even ti.«., ?) as :t will b* iiterniei ed as .•» 1._

. 303335

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BUR. OF TOPO.

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Depa-.rr.erT, c'. Er.vi-on^nts! Resources ___ TOPOGRAPHIC AND GEOLOGIC SURVEY Water Well lijyen!or> Report... .._..._. ————CcAre

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Ownership——-£''gy. city, COTS co. stale, federal, county"S (CIRCLE ONE)Water Use ___fh03b^>utilic. inausfry, ir*igat>on, sloe*., institutionS*——:~ "N (CIRCLE ONE)Well Use ffteo-jenl uwjlry note, recns.ie£. lest. abandoned

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Aquifer,!.) C>C)(~-

Landform a! Sue

Depth to Water Bearing Zones (1)___________ft.(2)_______ft. (3)_______ft. (4)________It.

pa Basin___OFFtCE USE OMLYWritten Wei: Localior, Erections .

na Rock Type From To

r-f

Jbydroiogic unt

Saltwater __^- . ^Development name {if applicable).Lot_____ I

-W-

S4Lenoth o! Test __________hr.____________min. SKETCH MAP Indicate route no's, intersections schools, churches ctTOle'ies strea-ns towns and any notable feature suctis*

eo TI-C' t c. oc\/ r>i .TO quan-ies. bridjes.iail-oaas etc Be sure tc she-* finances between tnese teatu'esER-TGS-15REV.OT 79 MAIL 1ST COPY TO PA. GEOLOGICAL SURVEY

303944

II Appendix B - Location of soil borings collected June 1986

Depth of soil samples;r Logs of borings collected June 1986

j ------- --- -• -. - -- ----- , .. lgr --. _-.,., ^-^v-- -_-, ---,-V^ ..; -O. —— .. v-_ ~ . .

r.;_™,,. liK " _" ~L Ir r"-'.

-._ ;=_ief' - _.=' rj_-"j. i_.,_ .= -.w.<-

[T fe feefcir -i ^ iI • -.••_"-•• •. i.'.--.;gJ-jgiyrT -v--T- -.-:

s s - - . - . . .

^_^'_ :.;4: jg'^ ?•Sf'S.Vi'-'.ij*;: r, js rS uf ^ g S I Sil 'Sp ^ ^ a

;• -•• -;.

i-aw

.-•i.J'-_- Jp^_*

303

Location of surface impoundment borings

30394S

c

^

CD

«

Ir« s(2 1c>

a* ) rO7^ ^ J_

m'S

i?

\

0} _S °" '

....s* 1

§^

r tft

/ x

TSvS ^.f \

"*

'

•s

"& ^J

/

7

———————— $1

1

4

<

^

S

1

">*

t

f

g

—1

•>

'> ^U ^o

u? '«:

o

ii

t 2'••> n /~i^0-j

Q

rO

T*CO

2,CO I•o

Ui

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*ca

,-

•n

c -if. i-•»• °0 -,-oQ --

J

•tt

•X

*

pa

<H•

>>rsj.?

303949

Depth of soil samples collected in June 1986

. 303950

Appendix B

List of Soil Samples from Soil Borings Collected in June 1986Hellertown Site

LAGOON BORING SAMPLE ANALYSIS ARCHIVED STORED__DEPTH ETC* ESC ETC* ONSTTE

Bl-1 5-6.5 J10-11.5 x15-16.5 m661720-22 - i25-30 m6613 i35-36.5 . x

Bl-2 5.6.5 x10-11.5 m661413-17.2(grab)m6615

BI-3 5.6.5 x10-11.5 m661115-17 m6610

B2-1 5-6.5 . x10-11.5 x17-19 m726221-26.5 m7261 J30-31.5 m726035-36.5 x"40-41.5 x

303951

B2-2 5-6.5 x10-11.5 m727015-16.5 x20-25.5 m727325.5-28.5 m7271

B2-3 5-6.5 , i10-11.5 m727415-16.5 x20-22 m7272 x

B3-1 5-6.5 x10-11.5 i17-19 i19-23 m727925-31.5 m728035-36.5 x

B3-2 5-6.5 i10-11.5 i15-21 m726523-25 m7266.30-31.5 m726735-36.5 i

B3-3 5-6.5 ' x10-11.5 x15-21 m726825-26.5 m7269

B3-4 5-6.510-12 m726315-16.5 m7264

303952

B4-6 5-6.5 x10-11.5 x17-21 m7275

B5-1 5-6.510-11.516-21 m6612 x25-26.5 m660830-31.5 m660935-36.5

B5-2 5-6.5 x10-11.5 m661916.5-20 m6618 x20-21 m6622

Background B6-Bg 5-6.510-11.515-18 m662020-21.5 m6621

TOTALS 31

WATER SAMPLES

Surface samples Groundwater samples

SW -1 CSP-1SV-2 CSP-2SW-3 CSP-3

CSP-4

303953

B4-1 0-1,5 i5-6.5 - x10-11.5 x17-22.5 m7276 x25-27 m727830-31.5 x

B4-2 0-1.5 x5-6.5 x10-11.5 x15-16.5 ^ i20-21.5 m660725-26.5 ' x30-31.5 m660630-30.2 m6605

B4-3 0-1.5 - x5-7 x10-11.5 i15-16.5 x17-22 m660325-26.5 m6604

B4-4 0-2 x5-6.5 x

B4-5 10-11.517-21 m7277

903954

Logs of borings collected June 1986

30395!

1

ESC1 *-*flBormJ 6-30-86

Ground Elev.

J 1> o..o 5

3

0

! 15Jjj

"

_

-

0

i

I

•

9— 0

I 50 'mmw a

5-7-16

3-3-2

3-100/0

25-20-3

3-15-30-12-12-51

—

51/5"

33-41-51

g LoDriller. _ .

a.Project

Hellertown ManufacturingHeller town, PA

Martin-Huber

Depth Ground water

« ca >E J

« .?

15"

12"

> 18"

12 15"'54 156"

NR

'3 7"

0 Toa >E 00 ••to c.

s

s

s*

s

s*' S*s*

s

s

*

o* o»0 J(9

-.J-^-q.•_> - n T-~^~L 3~ ~Q»J?2.*~;o •%~'<?~* "T— - /_J

J*"- 'i~ 2, iX* <— * & ^^ t^

^ -*- * "X~ *

-1— )--yj_3~ — ~-i_i1 T^ 'rii— t.— —— \ - \—--. JL.

> ___ '

»

37.5

•

£•«aQ

0 —M

—^—

.^Q_n31———

20-—"

—__

30—~- **•"

' —_

40-.:— •—^

50 —

Drill Method Hole sizehollow Auger 8"

Total Depth Grout Depth37.5 Surface

D e s c r i p t i o n.

._

Surface Blacktop AsphaltFill - Red Brown silt w/Limestone fragments, greenshade to silt dry toslightly moiSt10-11-5 - Fill As abovegrades into orange brownsilt, very moist woodfragments and sparkplugs in cuttings15-16-5 - Fill? Top 7"As above grades intolight brown silt, verymoist wood fragments andspark plug in cuttings20-22 Wx Limestone lightgray to light brown25-30 Wx Limestone andshale - wx shale is orangebrown moist, wx Limestone•is light brown dry35-36.5 wx Limestone andshale as above

refusal i 37.5Bedrock

•

Boring No.

Bl-1

'Sample Method2" SplitSpoonLogged ByTom Murphy

.C o m m e n t *

.

Spark plugs incuttings

* sent tolab foranalysiscombined25-30'

30395S

W^^ ^^"OS J^^»l

^ M m-tmmJ o ^ T

\ Boring Log. te

6-30-86|' around Eiev..'

i : I0 £

40

iOO-600

400-QO+

1

0

0 - —(0 0

20-21-24

20-21-18

.

-•

Project

Hellertown ManufacturingHellertown, PA

Driller. _ ,Martin-Huber

Depth Ground water

>0 «| o

« 1

10"

12"

5.5"

-

0 B

a bE 00 •"w f

ss

s*

•

o•*» — .>« B• ho — 'o2o ?-$•"<_> 'o "- rO"-- *• O.'O *JH «• ''"• -0 .0''"•o0

"•'*i-."'_«-!rl

17.5

-

-

£

a0

0 —

—•—_

10--

* n* . ^~

II

20-

z——

30-

' E40~

50 —


Total Depth Grout Depth17.5 ' surface

D e s c r i p t i o n

Fill - Grown silt withsand, gravel and many pinkgranite cobbles dryFill - As above, cobblesare granite and limestoneslightly moist13-17.2 - grades graysandy silt, moist

Refusal @ 17.5'

•

•

Boring No.

Bl-2

4tSample Method2" splitspoonLogged ByTom Murphy

•C o m m e n t s

color change @13'Sample 13-17.0taken fromcuttings17-17.2 com-bined with 13JH|17 g Lab W

- Samplestored @ Lab* - Samplesent to Labfor analysis

303957

• ^ ^ % r^^• •m, m----t9 ^ r

^Boring LogR~~6-30-86

, Ground Elev.

!>10 £

—

30

20-25

1

1

!i

0ii(0 O

-

6-3-2

13-29-51

-

Project •Hellertown ManufacturingHellertown, PA

Driller.Martin-Huber

Depth Ground v/ater

>• 0

is•5.

6"

9"

6 3"

0 Toa _.E 00 —« f

s

s

s*

VJftt ^

a e0 -jW "*O

•» -*7 *} •'-.'"7 ..X *

"% -C"; —"""" -——

— "o "^--L• ^ * »•*. '" t C '^

? ~'-'~p'~'~~• *« iT "~ »- *">. ~?"• --~-T'~-<r_.'.,— - ;

19'

-

•

JE

a0O

0 ——•Nta

••*•«•••

•mmWM

•MP

•••

*••

•sVM

H

^

•H

•MB

20-E4MSJ

SIMB

•••

^

30—•mum

mmm

«BJ_

IB

40 -E

50 —

Drill Methodhollow Auger

Total Depth

19.'

D • s c r 1 p t i

Hole size8"

Grout Depthsurface

o n

Surface - Blacktop(Asphalt)Fill - Brown sandy siltw/gravel to cobble sizerock fragmentsFill - As above greengray sandy silt w/gravel51-16.5 - As above,green gray sandy siltw/gravel

Auger broke off in holemoved 25' south refusal@ 4' moved 15'refusal @ 5'

-

north

Boring No.

Bl-3

Sample Method2" splitspoonLogged ByTom Murphy

C o m m e n t *

Color changeat 8'Rock jammed inspoon samplefrom insideAuger at15-17'

Samplestored in lab* Sample servtto lab foranalysis

303953

r* ^ ™ ^ ^ k^ ~ ^ 9 ^ ^

I Boring Log; * 6-30-86

1 round Elev.

_* 1> a.0 £

; 2

' 10

210

' °6.5c, jined. 5000

' 20

90

10

1

1

0ft •

i °co -,•05 O

6-5-3

6-1-2

20-22-1820-22-675-6-3-4—3-10-18-:

60-55-4!

7-4-17

10-6-48

Project


Driller .Martin-Huber

Depth Ground water

« 0a *** c0 J

3"

3"

18"12"12"

3 24"

0 'ca _:E 00 ••w f

s

s

ss*s*s*s*

s*

s

s

-

: o.C Q)a 00 *\w —0

-°0§J<>Q~. -r

O~O c3<_)' ~.'o -•*-• *~~ ^ ~<(y-S ' «cV"_1 - ->j - O— ~ __ *

*— -~.'~* _^

. -•;— .«

*2~— •*. --—- -_--•"; _]_

!_ _' X-lI ,

t i 1-_J_— i—) / . 1

1 ./ _^- — —

— — J"~~ "™"

_.: ———— -"^ _____ - - —42.0'

«.a0Q

o—-— *—n™*

•10-3,——* , — *•—

20-—_— ~_

30-—

f mttm

-.

^

40 ——

-

50 —

•


Total Depth Grout Depth42.0' 18'

D e s c r i p t i o n /

Fill - Rod brown silt w/boulders dryFill - brown sandy siltw/rock fragments andconcreteFill - Red brown silt,soft wet19-21 As above21-26.5 - Sludge zonedark gray silt withlayers of dark brownsilty clay and lightpale green laminations.Some layers mottled verydark gray26.5-27.5 Bottom 12" wxlight brown limestone (?)dry to slightly moist30-31.5 - wx limestonebedrock•35-36.5 wx silty shaleto red brown clayey siltw/limestone rock fragments40-41.5 wx limestone

Refusal .§ 42'

Boring No.

B2-1 _ mSample Method 12" splitspoonLogged ByTom Murphy

'C o m m e n t s

*

Note change'1

Very high OVA fjUreading ^M

I

Top bedrock @26.5

* 21-26.5combinedfor analysis30-31.5 - Sentto lab foranalysis17-19 - Sent

to lab forstorage

e03953

ESCe6— ••

>rin28-86

Ground Elev.

«t ~~> a.0 5

4

70

21 ^

1000

0

I

1^

0Ii •»H «CO -«o-« D

6-7-9

"

4-3-7

23-2-61-3-4-74-3-7-42

30-55-40

•

g LosProject


Martin-Huber

Depth Ground v/ater

>• 0" >

| S

12"

9"

2"

10"8"20" .

10"

0 To'a _!E 00 •"Co *

s

s

s

s*s*s*s*

-

o^ oft Jr••• Oo jc

*££<-.? n

• \ .,; " * \. ••'V *>r" 4•"* J>°*'ff& o -V «a_>__ - — O

o~ — rj.r

_. _ o_r— 9 — """• ——1 \| 1

I ___ 1

28.5'

j_a0D

0 ——MM

MM

« B

**m<-•1WI

BIB

« M

10 —• ^

•«•^••••

••OB

••••

20-3*mm

mmm

<o~SM

30-OSMB

"™"

—

40-. — -—~—

50 —

•


Total Depth Grout Depth28.5 surface

D e s c r i p t i o n'

Fill - Red brown to brownsiltFill light gray sand withbrown silt layers andlimestone fragments dryto slightly moist10-11.5 Fill ? mediumgray silty sand w/gravelmoist15-16.5 As above20-25.0 Sludge zone ,greenish gray siltygravel, Black & lightgreen laminations inbottom 2 feet, firm tosoft, moist to wet25.5 to 28.5 - wx lime-stone light brown withgreenish tint, crumbledry

Refusal @ 28.5

•

Boring No.

B2-2•


-C o m m e n t s

Color change §7-10 '

Black andgreen lamin-ations similarto that seenin B2-1

Sample sentto lab forstorage* 20-25.5combined foranalysis 25.5-27.5 - Alsosent to labfor analysis

303380

FC;PCO **-r

Borin<te .

! 6- 2«-86

I'iround Ele v.i —1 2 E1 > a,j 0 £

0

20

-.0

14iiiii

i

Samp

leBl

ows

18-12-14

21-20-18

-

•

g LogDriller

Ma r t i n-Hube r

Project


Depth Ground water

>•0 0

iszz2"

NR

•9

0 TBa »E 00 •"•CO f

s

s

s

s*

•

Graphic

Log

Ho*?-°o3'O"-t>'•tf-I5°

§«£>,•r°«0- -•'•s**1 o •o "- ^• ^ -o?r$#'.op o22.5

'

£' **a0O

o—

10~

^20-_r

—

30-_Z—

—40-3

50 —

Drill Method Hole size. .hollow Auger 8"

Total Depth Grout Depth

22.5' 3'

D e s c r i p t i o n/

Fill - Reddish brownsilt w/gravel and boulders

^

15-16.5 - greenish graysand and gravel - wet20-22 - As above moresilt and clay

Refusal e 22.5'hit boulder possiblybedrockBoring never reached thesludge zone present inB2-1 & B2-2

*

•

Boring No.

B2-3

Sample M~eTh~o r2" splitspoonLogged ByTom Murphy

C o m m e n t s

Top 12' drill-ing difficult'due to boulder

Note colorchange @ 13'

•

Samplestored atLab* Sample sentto lab foranalysis

•

303961•

1 W** f* /"»•f ESCfifdgoring Logh^5 ————— ————ij ' 6-26-86

Ground Elev.

2 **> ao 5"

—

—

'100-150

.0-20

20

10

•

0* *E *_ e0 -mmW O

4-11-11

6-21-8

5-5-5-56-8-10-6

6-10-7-6

10-11-8-

35-22-2

.

Project


DrillerMartin-Huber

Depth Ground water

>« 0a >E °« °»l

3"

24"4"

12"

) 20"

-

0 15a _:E 0o ••« f

s

s

ss*s*

s*

s

-

o* o>a^«0 Jw «-•o

2£y&*s\ *' _. «O-*'-oj->tf§,o••-°-_r.T€>v>.7«D'?0 7sac- ^ . QO Cf-..

~"-_T- °^ . tD o— ti • _ t-J —to 3 -C^-Q ,O O0s _lp- £

* *v *Ar* * *TsT * . »•

»* —— * Ju-1

™""~ * . *

- ~~-»~~~™ ' ,'~~" " J "

• 1 \37.5'

•

_=- •<a0D

O-—

^——^

10—_,™—-—

20-r——— .

30-_

^—~

40-

50 —

Drill Method Hole size..hollow Auger 8"

Total Depth Grout Depth37.. 5 surface

D e s c r i p t i o n/

Fill - Red brown siltw/ sand and gravelFill - greenish graysilt gravel and rockfragments moist wet largeMica flakes(?)25-31.5 Red brownclayey silt w/sand moist35-36.5 wx bedrockcomposed of micacous silt}shale and limestone

Refusal @ 37.5

•

•

Boring No.

B3-1


C o m m e n t s

Note colorchange water§ 9'

Broke Auger onBoulder @ 17'moved hole 3*north

25-31.5 belowfill no realsludge zoneobserved as inB3-3 & lagoons

* combinedsamples 19-23and sent tolab foranalysis

303982

ESC, Boring LogJ" te

6-26-866-27-86

Ground Elev.

< *""> aO £

NR

-

28

(

93150150

50

2

•

0-• •

E o0 -—05 0

16-11-8

5-11-10

3-7-13-16-7-11-112-15-14

2-3-4

2-2-2

•

Project


DrillerMartin-Huber

Depth Ground water

_»• 0

w c

10"

1 8"

! 4"t 22"•15 14

10"

8"

"

-

0 •a j_E 00 *•w f

-

s

s

s*s*

' S*

s

s

.

•

o_ m ^

a e'2 jc

_?r?' J?""•O---

r? - • <oO *~T".

Iks-VP& ° *»• ~— ••"•o'0-2-

"" 0' 6'"•u, "

*. ** O

JC — f '

"»"* * —_z ~T-°«-i

"*" — "®-T , Vj,

-P ;-' J* P"

£a0o

0 —_^•-3~

10 —•W

——_——

20-E——•— •—

30-H' ~

£- _C>— —

^^~ — '37.5'

.

^—

40 —*"*

——

^

••"

50 —

•

Drill Method Hole size. .hollow Auger 8"

Total Depth Grout Depth37.. 5 20'


•'Fill - Red brown siltand sand w/gravel andlimestone fragments dryFill ? greenish graystickey silt'w/minorgravel and pebbles15-21 - medium green grayclayey silt with minorgravel - slightly moistlayer at red brownsilt @ 18.9-19.0, Firmfew pebbles23-25 - Red brown clayeysilt w/gravel firm, moist30-31.5 - As above withlayer of mottled lightgray silt - dry toslightly moist35-36.5 As above - softmoist•Refusal § 37.5Bedrock

•

Boring No.

B3-2

ASample Meth o^u2" splitspoonLogged ByTom Murphy

.C o m m e n t s

Note colorchange

15-19 is thepotentiallycontaminate jjjhorizon jjf

Note Colorchange

* combined15-21 foranalysis 23-35 sent foranalysis30-31.5 sent

to lab forstorage

- - - - - - - -J=. -- - ,. • . - _. . _ . .

' sf * ^ w ^ ei

^ M ^mmW 1 ^

^Boring Log^ e~

j 6-27-86

.Ground Ei e v.

1 < *io 3

0

20

1705P

i 40 to2

•

t

0

1 *E °0 •-.o> a

9-5-5

8-4-5

3-1-2-34-22-4-f-4-5-7

5-4-4

-

Project


DrillerMartin-Huber

Depth Ground water

>« 0* oE S• 0

4"

6"

8"12"18"

14"

-

0 "9a *E 00 ••w f

s

s

s*s*s*

s*

of 0»

0 °u -Jo

op~ ~f~ ' DO CQ'xw ——— -

-">•_> "o'"^ C7 £-»

••TV r_/- "*™'«- * ,C->

— - r-r-4"-

"_X-- . —

•. —. — — — ~.

— 1 1

———— • —— : ——

30.5'

•

a0oo —

mm.••BB

mm,

•tmt,

*•«•

•MM

••

•mm• 4 \ BH

•IM

•mm' ttrmi

•mem

•mm

t m

20-4

I B

•BSS

•BM

•KBI

•••1

m

30—•••

*• *B*B

«.

••

40-~

50 —

Drill Method Hole size..hollow Auger 8"

Total Depth Grout Depth

3.0.5 surface

D e s c r i p t i o n'

Fill - light brown sandysilt w/boulders, dry10-11.5 - dark greenishgray silt w/clay graveland Mica flakes17-21 - dark greenish gragrading to dark grayclayey silt. Alternatinglayers of silt and clayeysilt.25-26.5 - Top 6" As abovebottom 8" Red brownclayey silt w/thin blacklaminations

drilled into wx bedrock@ 28' refused @30.5

*

;

Boring No.

B3-3*


-C o m m e n t s

*

color change@18'

samplecollectedfrom top 6"and blacklaminationsnote colorchange

* 17-21combined foranalysis25-26.5 Alsosent to lab

303964

) ESCi :

1 Boring Log. ie

; 6-27-861'Ground Ele v.

1 —————1 < *e1 > aO ,5"

1 ——I 50'

i1 5ppmi

—

1

t

1

1

1

1

1

0a •E §0 -—m ta

15-15-1

2-3-4-5

—

-

ProjectHellertown ManufacturingHellertown, PA

Martin-Huber

Depth Ground v/ater

>0 «a *I *z z15"

7"

3"

0 0'a *E 00 "•0) f

-

s

s*

s*

' 0

* 0

« 5b ™

0

o. <> c?•_<D_O<^> * o'5 <- l'-—CQ.O ""fcC1•-O-'--f / Ji/•^X * t_p *-'*}'?— J •-- — .

16'

•

£

a0 •D

0 ——"™••—Z•-1

10-3—

' —' •— '

—20-n_—

30-" —' ^

—40-

-

50 —

•


Total Depth Grout Depth16' surface

D e s c r i p t i o n_

Fill - Red brown siltwith bouldersFill? dark gray silt w/gravel and bouldershard, dryFill dark gray clayeysilt w/finished woodpieces and rockfragments

1st refusal @21.5!moved 5 ' west

15-16 - Recovered verywx rock fragmentsFill Material?

2nd refusal @ 16.3'

*

•

Boring No.

B3-4A

Sample Metho?2" splitspoonLogged ByTom Murphy

C o m m e n t s

Note colorchange

*Samples sentto lab foranalysis

•

303965

'i j~mWt m* f^™-

mmmm •mmw Lj

^Boring Log6-26-86

Ground Elev.

i < "E> a0 £•

1 NR

\ NR

2

iOO

2

NR

1

1

1—

1*•"••" .

9

1 *OCO 0

_

5-7-14

5-7-7

5-8-114-5-6-66-4-2-2

_

32-100-

Project

Champion Spark PlugHellertown, PA

Martin-Huber

Depth Ground water

• 0ft Ip °- «B 0CD '

8"

7"

14"

10"6"4"

24"

-

0 8

'a *E 00 ••CO f

ss

s

s*s*s*

s*s

o

. w0 *Jw "-*(9

- .' o <C•« ."<Q .

•"~ ~r•jr.* -'c;"-0 ~T .-o*•"" — <- ~.— s *i

- ——— - ———

~~-~'~L I~-""" •-"" er_Pt*§?if

-r - :.» * *••*•'J... ----- ..

——— . ——— .__..—. . ——— _.

32.5

-

a0o

0 —•mm

"™

•

Z—10-5mmm—~—20— -—^——

30——__

' ^—

—

40 ——

_.-*™

50 —

'

Drill Method Hole sizeHollow Auger 8"

Tola! Depth Groul Depth

D e s c r i p t i o n•

Fill - Topsoil, redbrown silt withgravel, dry.

Fill - Red brown finegrained sand-with clayand pebbles.

Fill - as above, morelimestone fragments.

17-18.5 - light graysandy silt with clay.

18.5-22.5 - sludge zonedark gray to blacksandy silt with gravelbottom 1.5 feet composedof fresh limestonefragments. Material is•wet to saturated.

25-27 - red brown siltwith clay and gravel.

30-31.5 - wx. light graylimestone bedrock.

Refusal 632.5

•

Boring No.

B4-1

Sample Method2" Split Spool

Logged By°Tom Murphy

•C o m m e n t s

Color changeat 17'

HNU - 100

Below slug zone

HNU - 25

*To lab foranalysiscombined 17-22-5

303968

mmmm fc F _

Boring Log• .e

6-25-86"•round Eie v.

< *"*sC> a.

0 £

NR-O

NR

NR

: 2

-

NR

NR

i

i

0a *0-1W 0

•*.

3-4-2

7-4-6

3-8-8

3-3-3

4-2-2

.0-12-11

-.

ProjectChampion Spark PlugHellertown, PA

DrillerMartin-Huber

Depth Ground water

« 0a *B °« «s 0« ...^

4"

8"

8"

9"

6"

18"

•

0 *•

a *E 00 *•w f

s

s

s

s

s*

s

s*

-

•

o•JS m«•« ^| 2c

• ij. - o^ .0;_£- ".r- b °C^ *

* • <otj

c~. 'L'-.'•~- '._ - —

O o

~— _ --^-r-*-?- r- . •:-

33.5'

•

«.a0oo———-

.10-Z

' ——

20-•mm*

—30-

_I_

—

40-3~—

-

50 —

Drill Method Hole size

Hollow Auger 8" diam.Total Depth Grout Depth

33.. 5' 17'

D e s c r i p t i o n,

Fill - Reddish brown siltwith gray large sizepebbles.

Fill - As abpve - grayboulder chips, dry.

Fill - Mottled brown andyellow brown silt withsand. Moist.

Fill - As above - brownsilt with pebbles andsand. Large size pebblesat base. Moist.

20-21.5 - Sludge, zonegreenish gray silt withgravel and plastic. Moist

25-26.5 - Sludge zone,•greenish gray silt withgravel and sand. Wet.

30-31.5 - Top 4" darkgray silt. Moist to wet.- Bottom 14" - wet lime-stone Bedrock

Refusal §33.5

The color change mayprevent the beginning ofthe sludge zone.

•

Boring No. jB4-2

_ mSample Method 1

2" diam.Split Spoon

Logged ByTom Murphy

C o m m e n t s

Question OVAReading - LowHydrogen

color change €jfl|from red br. tWo-Hgreen gray. j

Hit water ,25'

Bedrock @30.5

*Samples sent toLab for analysis

•

303967•

ESC^JjprinWe

6-25-86Ground Elev.

.!! *i> a0 .ft

470?

30

' 165

1*3

•

I*

Samp

leBl

ows

7-25-23

2-3-3

2-1-4

10-10-i

100/2"

•

g LoDriller

gProject


Martin-HuberDepth Ground water

>u

17"

14"

2"

-

0 a"a 1-E 00 «"« f

s

s

s

s

s

-

o

B J1. •"

/• b o6 /.O

o".?••"~°* * w^ i '

^ __ \ *^— "

lt %?..

• 20.2

•

-

£

a0oo —

•mm•mmmm

mm•mm*

mmi

•mm

mm•mm

mm

•mm

mm

20-•tan

•mm

•mm

30—

40 -3

50 —

-


Hollow Auger 8"

surface


Fill - Topsoil, reddishbrown silt with sand,gravel and pebbles.

Fill - As ab6ve - moist.

Fill - As above -saturated layer ofgravel and sand.

Fill, cement, dry.

Sludge? 20-20.2 silt w/sand, black saturatedwater.

Refusal due to boulder.

•

Boring No.

B4-3A

Sample Method

Split Spoon

ufom Murphy

C o m m e n t s

OVA readingquestionable dueto low hydrogenlevels.

Water encounterec(§10' .

Note: moved 4'north drilledB4-3B

30 sees

*

1 ESBonn,te6-25-86

Ground Eiev.

> a

75

75

30

*

i

Samp

leBl

ows

NR

1-1-1-524"

LO-20-21

100/2"

5Cg LogDriller

Martin-Huber

Project

Champion SparkHellertown, PA

Depth Ground water

• 01 S0 %

8"

22"

18"

2"

0 It"a wE 0o •*CO f

s*s*

s*

s

Vfm ^

ft e0 _j_. ••0

-

~ cv~~-~--* ' •

30,2'

a00

20-_E

30-

40 —

50 —

Drill Method

Hollow AugerTotal Depth

30.2

D e s c r i p 1 1

0 to 20'Samples loggedBoring B4-3A

17-19Fill - Reddishclayey silt.

20-27 siltTon 4" — PI ar-tzone" mostly sagravel, saturat

Bottom 18" - Iisand and gravel

25-26.5 - wx. s

Plug

Hole size

8"Grout DepthTo surfac

o n

on

brown

"sludgend anded.

ght gray, wet.

hale andlimestone, yellow, graygreen and wet.

•30-30.2 - Bedrock

Refusal §30.2Bedrock

Boring No.

B4-3B

Sample MethoWj

Split SpoonLogged Bys Tom Murphy

C o m m e n t s

Location of B4-3Eis 4' north ofB4-3A

Combined 17-22for lab analysis.

Strange odor

*Send to lab foranalysis

303969

1 , - • • . . . . . . . . . . _ _ - _ _ _1 ESC'goring Logi ••: 6-26-86ground Ele v..fi

:

NR

1

*

'

0

CO 0

8-6-5

•

Driller

Project



« 0

i:• 0<o c

6"

3"

-

0 Tc"a iE 00 •*to =s

s

o* Bft os 3o

O.O^

-

a0O

0 —m*

•mm• mm,

•mm•mm

•Mm*

«MB

•H

• m

mm•mff

mm

20-Emm

•mmm

•mm

mim

30-

mm

mm

40-••s

50 —


"Hollow Auger 8"Total Depth Grout Depth

9'


Fill - Red brown siltwith gravel and boulders.

1st refusal |9 '

moved 5 ' south2nd refusal @2'

moved 5' east3rd refusal @8.5'

•

Boring No.

B4-4

Sample Method

2" Split SpoolLogged By

Tom Murphy

C o m m e n t s

large boulderspreventedpenetrationabandoned.

303970

( ESCBorinite

6-26-86Ground Elev.

> a-; 0 .ft

0

0

-

•

1

0

1 1to to

"•

13-9-11

12-15-17

3-9-5-3

-

:

mw ^ow

g LoDriller

g_Project



« 0a Ii 5to c

-15 18

12"

i

0 "*

a *E 00 *•to f

"

s

1 S*

s*

i O

"a w

C

?o

- pO'-r —— -

— "" — T

a o « o» • __>a •__

21.3

'

f,a0O

0-—

—

10-—~

20-r

30-

' ———

40-__

50 —


"Hollow Auger 8"Total Depth Grout Depth

21. 3 Surface


Fill - Red brown siltwith gravel and boulders,dry.

Fill - Red brown siltwith sand and clay - wet.

17-21Sludge? dark gray gravelwith silt, wet.

Refusal §21.3' due toboulders?

Sample 17-21 appears tohave penetrated the topof the slug zone?

.

Boring No.

B4-5

ASample Metho^^J


Tom Murphy

C o m m e n t s

Water encountered§9.5'

HNU- 13

Note color chajms§17' P

*combined andsent to lab foranalysis.

303971

- ,F^Pt o v^

^3priniS?

6-26'-86Ground Elev.

i ^> a,o 3

NR

2

e

-

1

0"_L £

0 -«.co a

5-8-17

41-16-1

22-10-6-3-6-19-7-9-77

mm *i.ffF

g LoDriller

a_Project



>- «

« J

18"12"NR

0 '0a _.E 0o *•to f

s

s

s*s*s

Grap

hic

Log

"jOO 0

— J0^o o o

^ 6•-. \5* &-0 £

'-lJ yTw%_Jfr-r' '

24'

-

a0o

°"l

—

•10-=

•M

20-

—

30-"""

40 ——

50 —


Hollow Auger .8"Total Depth Grout Depth

24' Surface[


Fill - Red brown siltwith gravel, dry.

Fill - dark brown siltwith clay and gravel,moist.

17-21Sludge zone - dark graysilty sand with gravelgreen gray layers firm,moist. Spark plugpresent in 19-21'

Refusal §24'

Reached Sludge Zone butdid not get below in wxbedrock.

••

'

Boring No.

B4-6

Sample Method


Tom Murphy

C o m m e n t s

Note: 1st sample§5-6.5'

Note: placed OVAinto hollow stemAuger - readingof 2,000 ppm

*To lab foranalysis.

303972

Jf ^ ^ % r ^

^ H m-m-mT ^ mmmf

Boring Logr i*

6-30-86Ground Ele v.

< *""> aO .5

2000

1500

700

130

25

1 35

-

0ft 0p *

O

CO 0

7-14-14

3-4-6

9-16-33-16-5 I/20-8-77

4-4-5

30-42-42

8-3-5

~

Project


DrillerMartin-Huber

Depth Ground v/ater

« ea >E °c «0 J

14"

12"

9 22"II r»l

12"

16"

18"

6"

'

0 «S

a tE 0o *•to f

s

s

s*s*s*

s*

s

s

-

*

ofm ^

ft o0 Jl_ "*a~~ f •• ** *

. • V1C1 • O

?- ?:o ' •"•?'£3*"' °v-St-xT. -*j*»'i-_ a#= j

£:T;V5TT"__TT:_..~* *. , ** f- _-,. .<f. —____LJ_1_

aa0D

°"E—— *•

10-3—.. —20-

—

^—

30—_. ~— "?r--f- -""• —

*

— i- -JT- '

37.0'

•

•

—

40 """I™*

_— •

50 —


Hollow Auger 8"Total Depth Grout Depth

37.' 12'

D e s c r i p t i o ns

Surface - Blacktop(asphalt)

Fill - green gray sandysilt with gravel tocobble size rockfragments.

10-11.5 - Fill - Asabove, moist.

11.5-15 - As above, withred brick at base.

16-21 - Sludge zone -very dark gray sandysilt grades to blacksticky, resin-coated;pea-size gravel layer•§19' to 20.5' . Fewmottled orange brownsilt layers between 17and 18.5. At 21' backto green gray silt.

25-26.5 - top 6" thinlayers of gray and greengray silt to fine sand.Bottom 10" - orangebrown coarse to finesand and silt, crumbly.dry.

Wx. bedrock § 29.5'interbedded tan lime-stone and soft orangesilty shale.

35-365. - As above, very"wet and soft.'

Refusal §37.0'

Boring No.

B5-1A

Sample Metho^r

2" Split SpoorLogged By

Tom Murphy

C o mm e n t s

spark plugs infill

Note: color ai Pgrain sizechange §16' .

Color change §26'

Note color change§26'

.fe.il|

. 303973

ESC^goring Log'.6 — ——

7-1-86Ground Eie v.

.i

} ^^

!f *i> ao 3

j .70

i20

20

•

*

0"• 0e *1 °0 'mmCO CO

4-6-12

2-6-6

4-4-5-57-6-7-220-21-5*

Project


DrillerMartin-Huber

Depth Ground water

>i.• 0a Jo cw '

12"

12

20"' 24"10"

0 *«"a _!E 0o *•to f

s

s

s*s*s*

—

0

i-~»_ o2 -*0

- j. -y~sr

-<-f*Qr i '<T<o*-^ -'•c> _pi

~v. **"~ •*"-0^ <5V — . —

-• -/— «.'- Z-.

I !_- \21.0'

•

£•fta0O

0 —•mmmm• •m,

mmm

mm•mm

mm•mm

"10—""•mmmm

' mm

< ~^mm

20-•mmt

^

•mm

30-

- ——_*_,

40 —-—~—

•

50 —



21.0 Surface


'

Surface - Blacktop(Asphalt)

Fill - green gray sandysilt with gravel andcobble size rockfragments.

Fill - as above, bottom4" light ton wx lime-stone(?) green (copper)colored material

16-17 - red brown siltwith wx rock fragments.

17-19 - green gray todark gray mottled withlight brown sandy silt.

•19-21 - red brown to browsandy silt with wx lime-stone fragments. Bottom 6wx light brown limestone.

Refusal §21'

Boring No.

B5-2

Sample Method

2" Split SpoonLogged ByTom Murphy

.

C o m m e n t s

green gray siltis same as thatin B5-1 (5 to 15)

Auger broke off§12' moved 3'north drilledto 16'

This may be veryweathered bedrock

Sample sent tolab for storage •* 16-20 combinedfor analysis20-21 sent tolab for analysis

303974

F^PL_ vJ *-»

Borin*_. -0

"7H-86Ground Eiev.

, 104.5

> 10 ,£•

0

0

00

•

0

co m

5-5-6

5-3-3

7-9-1520-5 i"

18-30-5

•

g LoDriller

9

Project



*.

11<0 B

18"

2"

8"6"

1/3"10"

0 «

a *E 00 **, ^m05

s

s

s*s*

s*

••

ommt mm*.

ft e0 Jc

»> Jll_._ _

-r " 7 —

-»• — ^-r 4-T2r

£

a00

Q——

•«>\

"1

30-

mmM

40 -5

_

50 —

•



22.. 9' Surface


Surface - Blacktop(Asphalt) gravel fill

5-6.5 - red brown, yellowbrown to orange brownclayey silt with rockfragments - dry.

10-11.5 - as above, norock fragments.

15-18 - red brown siltand sand with lightbrown silty clay (wxlimestone?) dry tomoist.

20-21.3 - as above, wxshale and large sizebedrock.

Refusal §22.9'

Bedrock difficult to picksoil horizon appears tobe material composedof weathered bedrock.

•

•

B o ring No. 1

B6-Bg(Background) . j

Sample Metho^JF

2" Split SpoonLogged ByTom Murphy

.C o m m e n t s

4

*15-18 combinedfor lab analysis20-21 sent tolab for analysis

.303975

1IIf

Appendix C - Location and depths of soil samples collected- : in February 1987

;-=-:...T: .. :,--•„;--;= L ; •'£-:..- -ivr- j s - .i .1 sl H :, v-.-.- -r i?-. : =-CV T -'-' --" -. V.;--'£:--'5% ,: - ' -' •i- • •-/. ••-• "•*?'->._:?•>"--2 ^ •• -l-j-'-":" .'--=." -'• -

V•*

... :i * i v>3£* - " " *iu °A " r- i A -- ^

\ ®I

CQ

to

— c,c> «.-X—r—X————*————H———*————«————*————*————*————*————* ^ *u. to

O»>*

U)

o — 'I?-- t

303977

ESCBORING LOG

DATE

GROUND ELEV.

31x 3

0K44

33.1a. 3

-

SAMPLE

BLOWS

4-6-9-aA-3-4-S36-7-6-T•f-3-3-6

8-7-6-4

-

PROJECT

i

DRILJ.ERJ.£. Fl?lTT5

DEPTH GROUNDWATERMOT €^ca^T£R£D

.SAMPLE

RECOVERY

12"6"/"

16"12"

SAMPLE

INTE

RVAL

S-l5-2S-3

5-5-S-.5-T

•

GRAP

HIC

LOG

— ..... —

' — •

DEPTH

o—mm*

fmtmm

MM

10-5

M

••1

30-z

40-5

50—

•

DRILL METHODHOtLo-J $T£fA

TOTAL DEPTHt .A '

Tv/RlA/ &•

HOLE SIZEB"

GROUT DEPTH'^rS-RFAcC

DESCRIPTION

0-1 AJPHUT OV(

1-7 5>LT/ SOM« ecPi-KSTIC., Su&UTLV

:* CRv'^Ueto 5Tb/J-

Ay Moj>e(ie,T__yMDr,T, BR.0 ^

7_|3 _LAy /jAiP JUT PLASTIC. MOIST/ _ } ' Ji-ISHT R6D- BRouJi^

|4 -/f IV€*TH£R€I> ROCK.; M\cflt4ous,J

BORING NO.

/l-l

SAMPLE METHODSPLIT 5POOA/

LOGGED BYK. 5CHVLT7-

COMMENTS

303978

ESCBORING LOG

DATE2.-3--8T

GROUND ELEV.

IIz 3

15J5"

SAMP

LEBLOWS

2.-7-8-fO

6-6-3-4-3-^-7-4,

PROJECT BORING NO.

DRILLERJ.E. FR1TT5

DEPTH GROUNDWATER**T ewco^ftgD

.SAMPLE

RECO

VERY

6"

Ig"18"

SAMP

LEIN

TERV

AL

S-ls-a5-3*

1

GRAP

HIC

LOG

. —— • o~ =~.DEPTH

0—

20-5

mm

30-5

40-5

50—

DRILL METHOD HOLE SIZEHOLLOA STEhA ft ••

AUG-&R °

TOTAL DEPTH GROUT DEPTH_/ e' •"> i-flND

DESCRIPTION

j-6 j ILL SH-T( CLfiV, STo^£S/ v^ootj

(J ft.Ay Af^it) 4A S lAiOvl H^^^- O Ci-A y' A/il> ^ I LT i-l&HT R&ft -

BRouJKj. MOIST PLASTIC

SAMPLE MET^D

LOGGED BYK. SCHUUTZ

COMMENTS

FOR, fl*J/3tu3l_>

303979

ESCBORING LOG

DATE2-24-87

GROUND ELEV.

IIX £•

3?

4.5

4

4

UJ (A

2 j

S.-t-3--3

1-ll- IO-IO

S- 4 -65- 6-4

PROJECT BORING NO.J V

DRILLERJ. E . FR ITT$

DEPTH GROUNDWATER•32* C»i 2-27- g?

.SAMPLE

RECOVERY

tz"ty."u"iz"(18 "

3"

Is"

18"

«•»

SAMP

LEIN

TERV

AL

5-1S-2S-3

•s-fc

5-7

5-8

S W

GRAPHIC

LOG

C, , 0 o -~-a.

o .. — IT

——— - — .— — ——

__ r \ii .i

5TAL_(

DEPTH

o—

20—

30-5

40-5

50—

DRILL METHOD HOLE SIZE

TOTAL DEPTH GROUT DEPTH5l' set u/e!l Co«s4-.

DESCRIPTION

FlU..- RSPHRLT (/A/J).RUfliiJ WiTjJF 1 L. L CLAy STOICS. of\i SlLT

5-7 |LT 5oMC Ci-AVj TRAC£ SficT1MOP£R«TEL\/ PLASTIC. Sfcfr MOIST 'RfeD-BRo^VKl >

^-/_ Ct-flV 5ofT) pL/)5TIC MOiJTjLI&HT ^fe D- BR'S ^

I1?- 3-1 iA/eAT(l£Ktl_i 5.J^LC ( DISTINCT

M 'ST. TH Kl

S-RAV ' ''

Boit.itJ& co»»Ti>4i^_p ft> 5' TH^OJ&H

SAMPLE METHOD•SPLIT 5PGO*.

LOGGED BY

COMMENTS

5pnRK. PL us 5

*- ^G/JT TO LASFOR. AMAcysis

303980I

ESCBORING LOG

DATE2-2S-S7

GROUND ELEV.

||

32.-?111

SAMPLE

BLOWS

Cl/TT/*l& TP 4'

)5- /oo/i"

wt£f,.,.,..

PROJECT

H£L6RToujrJ Pl^/Vu'f/M€.Ll_ti? TOwJ Pfl

DRILLERJ.fc. FRITT5

DEPTH GROUNDWATER

.SAMPLE

RECOVERY

V

6"12"12"

-

SAMP

LEIN

TERV

AL

5-2.5-35-4

GRAP

HIC

LOG

c> -p.'". T, .*

-a o

™"~~ 3

,r — — .

DEPTH

0—

10-=—

—

20-5•••

MH

30-5mmt•••

•mm

40—mmm

m^mm

mmmmm*

m**

50—

DRILL METHOD

H0ii&eRSTt*TOTAL DEPTH

/

'~BORING NO.

Bl- 4A

HOLE SIZE

GROUT DEPTH14' T-o

DESCRIPTION

MOIST

6-12. "-'r, Ct-fl V /DRy TO Moi5T

12" 1 4 lA'trft'n-ttRti)A»Jb GRCfe'J (PoSSI

SLI&MT oj oR, "if

CLAy. jJ(?ouj>J

**Jj> STo/Vej frfj/J

5UAt6 &Rfiy- RRCK6>-y pistotoR^tioM177

X

)

SAMPLE METHOTTSPLIT 5PooW

LOGGED BY

COMMENTS

*

303981

ESCBORING LOG

DATE2-25-81

GROUND ELEV.

II1. 3.

1i3

4.4

**"

0.5-

SAMPLE

BLOWS

C'-TT' G'S "7 4

3-fc-n-i%/r

A-3- 3-3

a-A-7-M

PROJECT

H£L.LE.R.TOU-"S' Vfi>

DRILLERJ.E. FRITT5

DEPTH GROUNDWATER/V/oT Gr COIJ/JTCl f

.SAMPLE

RECOVERY

10"

\z"o

l"X"2*

•

SAMP

LEIN

TERV

AL

S-l

5-2.

5-S15-6

S--7

GRAPHIC

LOG

_ ^ O

•__ o

.. -'

, — -'_

'3_~~-—————

DEPTH

o—mmm

••OM

20—

•mm

30-5

40-=

50—

DRILL METHOD

TOTAL DEPTH/

HOLE SIZE

GROUT DEPTH/8,6' T^

DESCRIPTION

0- 12. fc SILT A»Jt C-LfcV , 3oMt '5ro>Nl5Sj

6RAy LAyefc, |'' TU CK I'J MiDClf Of5POO ' AT IO 3°M6 OÔ^)

10.6- 12. t No R&COv/_^V

SAND A»/!) ROCK FRflSMt^TS, LIGHTt \

A/JD LIGHT ygLL|7.A-/«._ U/£/JTH£f?f

--

VIJIOLOK" 'l"f 10(-j- ^Rouj tJ f MOIST

}

BORING NO.

• .

SAMPLE METHOD

LOGGED BYM. 5oW£/<-T2.

COMMENTS

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303982

ESCBORING LOG

DATE3-35- 81

GROUND ELEV.

IIz 3-

D

0

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PROJECT BORING NO.

HfL(_e.KTOuJ|J Mfirf^fACTuRlHCr Bl"

HELueRTTsvU'-1 1 PA.

DRILLERJ.£. FRITT5

DEPTH GROUNDWATER

.SAMPLE

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DRILL METHOD HOLE SIZEHOLLOW ST€»A ..

Awfreff. fe

TOTAL DEPTH GROUT DEPTHI-' Ib' To LBNO16 50RPAC*

DESCRIPTION

0-14.? FH.L SILT **!p i"-Ay, D/IRK.BROWU si-is-HTLy MOIST TCX MOIST

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LOGGED BYM. 5cHo>t-TZ

COMMENTS

SPAPK P«-U6- oDeft,JT btS(OLOn«TlO^

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•

303983

III

Appendix D - Lagoon cross-sections

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303991

'lIt*3»!

OBSERVATION WELL CONSTRUCTION SUMMARY..,.-._ .rr-r Chamoion Spark Plua Co.

._, Hellertown, PA

COORDINATES ———————————— - —————->»Tf rntlDl FTCH 12/20/84

SUPERVISFD BY J- farone

OK MATERIALS CO.

OHMIhC ENVnOMrCNIALSERVICES COMPANY

WELL WD CSP - 2

AQUIFPR

%

GROUNDELEVATION 87.30'

Elevation of reference point 89.1°'

Height of reference point aboveground surface 1.39'

1 5'Depth of surface seal . 'Type of surface seal: concrete

I.D. of surface cosingType of surface casings

I. D. of screen section\ Elevation/depth of bottom of screen

Typt of filler below pluggedsection .____Elevation of bottom of borehole

Depth of surface cosing _

.1.0. of riser pipe- —-21—Type of riser pipes 2" pvc_________________Schedule 40____

Diameter of borehole 8"j Type Of filler: Bentonite-Cement

Elevation/depth of top of seal 84.3'Type of seal: Vntnnlt0——————

Type of gravel pack Uniform Sand——Elev./depth of top of gravel pack —58>8>

Elevation/depth of top of screen —56t8'Description of screen Schedule 40

Elev./depth of bottom of gravel pack .' 4gi3.Elev./depth of bottom of plugged ., ,blank section _lli_

11.1 5

1 ~

1j ;

g

-mmm

"J

e

93jO

1mmm

mmmm

mz*:n

•mm •oo.

S

Q

i1

•mmm,

mmmmmmm

O

OBSERVATION WELL CONSTRUCTION SUMMARY•.MMM

PFSIcc

,/-, i«rr»T Champion Spark Pluo .__--.-__. * ,-.1-,?OJECT ———— c ——— c_ ———————— OK MATERIALS CO.y£ Hellertown, PA _ r^_ -= = - • •]

DORDINATFS ..,_ , OH Afli

D** ' -• "- J GEFMCCS COMPANYSUPERVISED BY M, rn,hsfln ——————— ——————————

5

GROUNDELEVATION 87.45'Xl

Stra

tigr

aphy

neralized

-~v(SM/ML) 'A

9

(SM/ML)

18'

(SC/SM)

27' (SM)

36' (SM)

45' (CM)

|(Not tc Scale)

0d55• ««••• • >••• « •••»• >••*••«•»« »»•• •••••*A;V.Vi'.V.v/»v.iv/.v.l»•!»•••:-::-x|•«••<•»•>»••,•«!.*.•,«•

J

••••

I

67

|

'1

1

Elevotion of reference poin

Height of reference point atground surface

Depth of surface seat

Type of surface seah Co

1. D. of surface cosingType of surface cosing- N/

Depth of surface cosing

1. D. of riser pipe-•i» * • • ?n PTyp« of riser pips: *

11 —— ~~—— •"• —— ——— m*

WELL NO. csp-3 .

AQUIFER

-

t pa '

>ove1.65'

1.5'

ncrete.N/A

A

N/A

2" -vc i_KSchedule 40 "

Diameter of boreholeTypt of fil'»jr? Bentoni

Elevation /depth of top ofTjpi nf ,P-i. Bentonite

9"te-Cement

.*»( 81.45*

Twn« at nra.i.1 anrfc Uniform SandElev./depth of top of grovel pa-" 55.95

Elevation / depth of top ofDffCriptipn of terttn ..Sched

CK — ———————— — ——

screen 53>95> ——ule 40

0.020 PVC Slotted Screen

1. D. of screen sectionElevation /depth of bottom o

Elev./depth of bottom of gElev./depth of bottom of pblank section

Typt of filler belo* pluggenr^t1"" Native SoilElevation of botlom of bo

2"

f screen 43. ?._;„.„.

'avel pack 4?t4?' ——lugged 43.45 ^

d

rehole -4?< ?*?.' ——

i

1

bi T —N

OBSERVATION WELL CONSTRUCTION SUMMARY

pscD

r; I I 1 P 1

0

iU u_ I0

ui £x £

o iT'*"I U

Stra

tigr

aphy

•a

o«c«t

-,/-. .efT Chamnion Soark Plua _ WFI f Kin rT-itnT°..jECT Hellertown,"pA UK MAIbWAU* UJ, WFM NO. JLJLJ ———

onpp|NATFC{ NW corner of Site Q f-f |Y|| AQUIFER

ATF COMPLETED l,2/26/34 ' P ?*>"*"ALUPERVISED BY R. Beckwith ——————————— «MCES OOt-PANY —

( ML ) t *

51 V/d10' U(GP) y15'

(SM-SC)20'

(SM-SC)25'

(SM)30'

(MH)35'

(CM)40'

(CM)45'

Limestone

(Not to scale) ^

*:#•••*•»•»••VAV••••«.VAV,••v!v.VAV.VAV.••••••VAVA'AV• •••i•»•%»• #.»•«

mmmm

t

>">S

'6'

f

i

1 — —— j

Elevation of reference point 93.73'

Height of reference point abovearound surface 1.79'

Depth, of surface seal . 1-5'

1. D. of surface easing „. " _._„„„

0*pth Cf turf nee covng N/A..,.,

1. D. of ri««r pip«>- 2"Typ« of rl^tr pip.}. 2" £Y.,,, . ,,.. ___ ,

Schedule 40

Typ» of fillflr- Bentonite-Cement

Fl.untinn /rf.pth at \aa ef ttol _ 81.04'Typt ,t-i. Bentonite

£l*w. /d»p»h 0* »OP <?* grawfl pock 5,4 5 '

Pl-tf-tinn / H.plh nf tnp n» frr..n 52.00»«erJption of irmnn Schedule 400.020 PVC Slotted Screen

1. D. of screen section —— "-1 ———riAwation /depth of bottom «f «rr»*n 42.0*

Elev./depth of bottom of gravel pack . — 111 ———Elev./depth of bottom of pluggedblank section — ii--2 ———

Typt of filler below plugged

Elevation of bottom of borehole ^ A >t ' ° ——* 1 fl« 4 Jj -J 1 0.1 •

I Appendix F - Installation of well clusters CSP-5 and CSP-6

I

r.

*«s

KsfSB-svjsass jv,C!|lpi£J t J '- T'f-

-•,=-:--* ::.

: y,:.}--:_r:

t r f"" .1™?' 'T' • v-i-.,*>'..; s-.-j - i.-...:A-r_ i:.'-?v> • .i-- L_-. .,__...

:;;?:; 303997

o ) . - . - - "INSTALLATION OF CSP-5 WELL CLUSTER AND WELL CSP-6

2-1D-87 Steam clean all downhole equipment.° ; ' • ' • - . • " ' . ' " ' -. - - '•• . "."••-•'%-•' ' , ' , ' • • " • ! " ; " " •

Drill with air hammer with" S inch bit to 58'.

Pull drilling tools in order to set and grout 6-inchsteel surface casing. .The objective being to seal offsurficial materials and drill open hole in the moreconsolidated materials at depth.

After pulling drilling tools the borehole' is observed tobe blocked by numerous boulders making it impossible toset surface casing.

2-11-87 Advance "6-inch steel casing to 80 feet using the ODEXdrilling method. With this method the 6-inch casing isadvanced immediately behind a rotary bit which has anoutside~diameter a fraction of an inch larger than thecasing. " Cuttings come up through the casing. Abrochure describing the ODEX drilling method is includedat the end of this appendix.

Remove ODEX . .bit "and drill through the 6-inch steel-casing to 119' using a 5 1/2 inch air hammer.

Set the., lower two screens shown on Figure 2 (wellsCSP-5B and CSP-5C). The gravel pack and thebentonite clay seal are emplaced by pouring down theopen borehole. The bentonite is in pellet form.Measurements of gravel pack and clay seal thickness aremade to the nearest 0.1 foot using a weighted steeltape.

2-12-87 Pull back the 6-inch steel casing to 6O feet.

Set screen for CSP-5A from 64' to 74' .

Install gravel pack and bentonite clay seal as shown onFigure 2.

Set a tremie pipe at 55' and pump grout. The grout mixis 6O gal. water +• S bags of cement (94 Ib) + 1 bag ofpowdered bentonite (SO^lb). This fills much of the 6-inch steel casing with cement.

Pull 6-inch casing to 38' to allow grout to contact theborehole and make a tight seal.

2-13-87 Sounding annular space indicates that the top of the

303998

grout is at 4O*. The remainder of the annular space isfilled with grout.

CSP-6 , . . . - . . . . - - . . , . -

2-12-87 Steam clean all downhole equipment.

Advance 6-inch steel casing to 4O feet using the ODEXdrilling method.

2-13-87 Advance 6-inch casing to 60 feet using the ODEX drillingmethod,

Remove ODEX bit and drill to 12O* with 5 1/2 inch airhammer.

After removing drilling tools the borehole collapses to83* .

Add 3' of bentonite to seal the bottom of the hole.

Set screen from 7O' to SO*, gravel pack to 67' andbentonite clay to 64' (see Figure 3).

Pump grout through tremie pipe set at 6OP .

Raise 6—inch steel casing from 6O' to 5O' and pump moregrout. The following amount of grout was pumped tobring the level to land surface: 180 gallons of water+ 24 bags of cement + 3 bags of bentonite.

Following eompletion of CSP-6 all downhole equipment wassteam cleaned prior to taking offsite.

30399B

. Sandvik Coromant' rock drilling toolsI, The ODEX methodl' for overburden drilling

I - - .

I

I:I!

\

I

';!•

-. ..,.; - .:-

•"vl"••-•

~ - >.

Corumnnt

'ii* •-•-•...

3££!;.

^::V

««P« ' :.:>

-:* '*&*•••*: •• ;.--* % l > - - s ' ' - ' '•' •'• • ' •

?l5:.;7 S- -*r~- r r-v, '•'•:,--;

ODEX EQUIPME

I ECONOMIES FROM THE USE OF, NON-MACHINED STEEL TUBESI The use of threaded casing tubes is an expensive

matter when the casing Is left in position to stabilise theI hole walls. Using the ODEX method, relatively thin1 non-machined steel tubes can be used right from the' start. Specify the correct standard size, making sure

that they can be welded.

!i

SPECIAL GROUTING/UFT1NG DEVICE

Cement fe pumpeddown through a specialInjection sleeve fitted In

.':-;. -::•:<;• ••.. ,- .*;* • • * ,-

/ * * _ * • * • * * J *_*•

The pilot bit drills the bottom of the hole. As ro-tation commences, the reamer is forced out, widens J4;

-the hole end cuts a passage for Vie smooth descent of • ";:;the casing. v|

Cuttings ere Hushed upwards inside the casing

.304003

NT ON THE JOB

SPECIFYING THEFLUSHING METHOD

I

Air or water flushing is adequate for holes down todepths of about 15 m (50'). Below this depth, foamflushing has shown itself the most effective means forremoving cuttings.

Foam breaks down cuttings and lifts them out. Italso lubricates and seals hole walls to assist the down-ward passage of casing tubes. For this reason, foam isonce again the preferred choice in formations wherehigh friction is likely to be encountered. The use of

On completion of drilling, the ODEX equipment is to*m c"*s wear and tear on equipment and flushingpur into reverse and the reamer will be automatically performance is not impared when passing throughretracted to enable it to pass upwards through the cavities or fissured rock.casing tubes. Foam flushing also economises on water: con-

Standard drilling equipment is used for continued sumption is only one-sixth to one-tenth that of normaldrilling through the casing tubes once the solid bed water flushing. The recommended mixture is betweenrock has been reached. °-5 and 4 Parts Atlas C°PCO DFA 51 concentrate to

Casing tubes can fee left in position to stabilise 1 °° Parts water-the hole or withdrawn after the installation of cables, The Atlas Copco foam concentrate is biologicallyplastic tubes or other equipment. <teg/«dabte rwrH»llut_tftfarala ^

304004

ODEX AVAILABLE FORDOWN-THE-HOLE DRILLS

AND TOP HAMMER OPTIONS

DOWN-THE-HOLE PRINCIPLE TOP HAMMER PRINCIPLENo impact energy is tost in the drill tubes which - ODEX equipment for top hammers operates in the

only transmit rotation to the ODEX equipment. traditional manner with impact and rotation transmittedAs the hammer works in the drill hole, the impact through extension rods.

energy to the casing tubes must be imparted there. To drive casing tubes down the hole, a shankA special casing shoe is used in down-the-hole drilling adapter is used to transfer impact energy from the rockwith the ODEX method to «ngage the ODEX bit guide. drill to a driving cap above the casing tube. The casing

Flushing fluid is removed through a discharge fe ven down into the hole without rotation.head. ArobtoBrtiose Is connected to <he driving op to

lead off the flushing fluid.

304005

ATLAS COPCO RIGSFOR ODEX DRILLING

3_ & *$sl<• _;£ \.k£:F;*i«*

Rig

For top hammersROC 601ROC812H

Carrier type

crawlercrawler

Lifting capacitymax kN

17.7

20.0

Torquemax. Mm

8001,000

For DHT hammersRotamec 30

Rotamec 50DH

Rotamec160Rotamec 1302Mobile Drill B40-L

Mobile Drill B80

BDC604

3-wheeled wagon,crawlertruck, crawlertrailertruck, trailertrucktruck, crawler,trailertruck, crawler,trailercrawler

51.8

80.9

188.0164.031.3

66.8

39.0

4,750

7,440

8,18512,6008,080

6,080

4,000

ODEX type and suitable rock drill

76BBE57

COP 1238

90COP 32

COP 32

127BBE57

COP 1238

115, 140COP 42

COP 42

COP 42COP 42COP 42

COP 42

COP 42

165COP 62

COP 62

COP 62COP 62COP 62

COP 62

215

"8 inch""8 inch"

ApWwd

•

•

••

•

•

plicatioE

•

•

n*C

•

•

•

•

•

•

'Wwd = water well drilling, E = exploration, C = construction

304006

Type*

For top hammersODEX 76 W/T

ODEX 127 W/T

Rock drill

SBE57COP 1238

BBE57COP 1238

For DTH hammersODEX 00 W/T

ODEX 115 W/T

ODEX 140 W

ODEX 165 W

ODEX 215 W

COP 32A 30-15

COP 42DHD24OHD340AA 34-15

OHD15DHD350A 43-15

COP 62DHD16OHO 360A 83-15

DHD360A 63-15

Recommended casing dimsnsionsmetric J Americanstandard (mm) j standard (in)

W: max. O.D. 89min. I.D. 78min. wall thickness 4.5 mm

T: 88.9 x 77.6 R.H. thread

W: max. O.D. 142min. I.D. 128min. wal thickness 5 mm

T: 140 xl 28 R.H. thread

3Vt3Vi«-

3>/i X 3V,«

510/»«5Vie

S'fe x 5V«

DrWtubimm

R38

R38

9 diam.(in.)

(1Vt)

(1V.)

W: max.O.D. 115min. LD. 102min. wal thickness 5 mm

T: 1143 x 101.6 LH.thread

W: max. O.D. 142mm. LD. 128min. mtH thickness S mm

T: 140 x 128 LH. thread

max. O.D. 171min. LD. 157min. wttfl thioknoM 5 mm

mex.O.D.186«*>. ID. 183fflin. %M! itiicknew 5.5 mm

max. O.D. 257min. LD. 241mill. vmM thic&n-MS 6 iwn

4V«4

4'k x4

S'«y,«5'/.«

5'/i x 5'/it

6%.8fh

7*hT1/!

10D1/!

76

76or89

89or114

114

114or140

(3)

(3)

fS'fc)

(3'fe)

(4'fe)

(*'*)

(4'M)

(5Vi)

Ream»mm

96

162

123

152

187

212

278

(in.)

(3"/u)

(6'/i)

(41]/ii)

(6)

(7»/«)

(e-'te)

(10"/i.)

T — threaded easing tubes

SAHDVIK COftOMAHTWOCK Ure_JfOTDOLSSOLD AND SERVICEDBY THE WORLD-WOE ATLAS COPCO ORGANISATION

Appendix G - Water level recovery measurements and semi logplots of water level recovery

- •-• p. ™ i—- :-•> :

.L.[A Js s. .;.

SIt

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iNiod oNiunsvaw MOT a a USIVM 013C»eU*i IU to the iiuh 304021

iII

(133d) INIOd ONIUnSVSW MO138 H3JLYM Oi HldSQ,,„„.„„,„,, 304022

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Appendix H - Laboratory deliverables for sampling dates -; _ _____^,__ „ 11/86 - 2/87 r. ,.._ _..,..._

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SSSB>m n s «%>V .-V. ..-.vft-fSECWSi sa«fefe*[email protected]

Laboratory deliverables contained in six separate volumes(not included here)

30402H

1Appendix I - Off-site, well sampling program

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PROPOSAL TO SAMPLE OFF-SITE WELLSIN THE VICINITY OF THE

HELLERTOWN MANUFACTURING COMPANYIN

HELLERTOWN, PENNSYLVANIA

PREPAREDBY

ENVIRONMENTAL STRATEGIES CORPORATION8521 LEESBURG PIKE

SUITE 650VIENNA, VIRGINIA 22180

HAY 8, 1987

304031

Table of Contents

Scope of Work 1

Public Relations 5

Schedule 7

List of FiguresFigure 1 - Well locations 4

List of TablesTable 1 - Identification of wells to be sampled 3Table 2 - List of volatile organic compounds for 6

testing and contract required detection limits

List of AppendicesAppendix A - Standard operating procedures

304032

Scope of Work

The presence of contaminants in surficial groundwater at the

Hellertown Manufacturing Company (HMC) site has been confirmed

based on the results of several sampling episodes over the past

two years. Ther-e is insufficient information at present to

determine if contaminants have migrated off-site. If such a

migration has occurred, it would have been driven by the

west-northwest groundwater gradient, and contaminants would have

discharged to nearby Saucon Creek. In the beginning of 1987,

several deep bedrock wells were installed and monitored at the

facility. Information from this work raises the possibility that

contaminant migration off-site could occur through a route other

than the one described above. To better elucidate and verify

patterns of potential contaminant migration, Environmental

Strategies Corporation (ESC) proposes to sample several off-site

wells.

The constituents of greatest concern are Hazardous Substance

List (HSL) volatile organic compounds, including vinyl chloride,

trichloroethylene, tetrachloroethylene, methylene chloride and

trans-l,2-dichloroethylene. These constituents have been

detected in several wells at the HMC and have the potential to

migrate. Consequently, the proposed sampling effort will

concentrate on these constituents..

The criteria for selecting the off-site wells to be sampled

are based on the "necessary and sufficient" philosophy advocated

by the EPA in the CERCLA Remedial Investigation Guidance

Document, June 1985. Four wells have been identified for

. 304033

sampling in this initial monitoring effort. Reportedly, two of

the wells, the Kniha well, and well 71 (Sheesly Concrete Company)

are not in use, but they are located between the site and the•" - : ,~-~"V~ ~_7 -. " T. ',.'."""'•'"~7f., "~ ~. "-"" " _

likely area of groundwater discharge along Saucon Creek (Table 1;

Figure 1). A third well, (Well A, the William Street well) is

located in the direction of groundwater flow from the site,

although it is west of Saucon Creek. Nevertheless, the William

Street well will be sampled because it figured so prominently in

the HRS scoring for the site and because it appears to be an

active off-site well in proximity to the site.

A well located west of the HMC was used to monitor

s groundwater surface elevations when the Friedensville Zinc Mine

was operational. The well (designated as 54) is located on

Lehigh University property.

Relevant Standard Operating Procedures for collection of the

water samples from the ESC Quality Assurance Plan have been

included for review and evaluation (Appendix A). Water supply4

wells with functional pumping systems will be sampled as

indicated in SOP FS-6. Wells "lacking functional pumping systems

will be sampled using SOP FS-5. At least two VOA vials of sample

will be collected at each location. Four VOA vials of sample

from drinking water wells will be collected to facilitate

achieving lower detection limits. Field conditions may dictate

that a hybrid methodology combining aspects of both SOPs is

appropriate. Any modifications to the supplied SOPs will be

thoroughly documented in the field and provided to the EPA.

304034

Table 1

Identification of Wells to be Sampled

Well Designation Well Description Depth (ft)

71 Sheesly Concrete Co. 102

Kniha Well Kniha Well unknown

Well A William St. Well unknown

54 Lehigh University 80

- 3 - 304035

Figure 1 - Well locations

ENVIRONMENTAL STRATEGIES CORPORATION8521 LEESBURG PIKE, SUITE 650VIENNA, VIRGINIA 22180703-821-3700ESC

I mmmmmmm 304036

ESC proposes to use an EPA contract laboratory, and have all

samples analyzed for the HSL volatiles using EPA CLP analyses. A

data package containing CLP deliverables will be submitted with

all analytical results. Data quality objectives for precision

and accuracy are based on the analytical methods employed under

the CLP. Table 2 summarizes the analytical detection limits for

the volatile HSL compounds. If needed, the analytical laboratory

will implement standardized methodologies for achieving lower

detection limits so that constituent levels can be quantified at

or below Recommended Maximum Contaminant Levels for drinking

water. For quality control purposes, a minimum of 5% of all

samples collected will be replicated. The replicates will be

blind to the laboratory. In addition, a trip blank (and field

blank, if appropriate) will accompany each sample shipment.

Public Relations

ESC will integrate this sampling effort into the site

specific public relations plan that is in preparation by the

EPA. This information will also be part of the total Remedial

Investigation effort being undertaken by ESC. It is anticipated

that ultimately both ESC and the EPA will have contact with the

relevant individuals. ESC will require site access and specific

information on the sampling points. Once the EPA has established

contact with the relevant individuals, ESC intends to gather as

much information as possible by telephone before initiating the

sampling. The planning phase will be followed by telephone

communications with relevant individuals regarding the proposed

sampling date.

- 5 - 304037

Table 2

List of Volatile Organic Compoundsfor Testing and Contract Required Detection Limits

~~---"'" "Detection limits (low)Volatiles ____Water ug/1_______

Chloromethane 10Bromomethane 10Vinyl chloride 10Chloroethane 10Methylene chloride 5Acetone 10Carbon disulfide 51,1-Dichloroethylene 51,1-Dichloroethane 5trans-l,2-Dichloroethylene 5Chloroform 51,2-Dichloroethane 52-Butanone 101,1,1-Trichlrorethane 5Carbon tetrachloride 5Vinyl acetate 10Bromodichloromethane 51,1,2,2-Tetrachloroethane 51,1-Dichloropropane 5trans-lf3-Dichloropropene 5Trichloroethylene 5Dibromochloromethane 51,1,2-Trichloroethane 5Benzene 5cis-1,3-Dichloropropene 52-Chloroethyl vinyl ether 10Bromoform 52-Hexanone 104-Methyl-2-pentanone 10Tetrachloroethylene 5Toluene . 5Chlorobenzene 5Ethyl benzene 5Styrene " " 5Total xylenes 5

"6 " ^04038

Once the sampling plan has been implemented, the analytical

results will be interpreted and provided to the EPA who can make

them available at the designated local information repositories.

Schedule i

Following the EPA review of this document, ESC's intention

is to sample the four identified wells during the week of May 18,

1987.

304039

Appendix A - Standard operating procedures

304040

Rev. No. lDate: June 16, 1986Page 1 of 2

Title; SOP FS-1 - Reference Point Location

Scope; This operating procedure describes ways and means oflocating stable reference points for later use indocumenting sampling point locations.

Purpose: The purpose of this procedure is to assure thatreference points are established in the field that arerelocatable at a future time if needed.

Equipment Needed; Tape measure, brunton compass, straight-edge

Procedures;

1. Select two prominent, permanent landmarks at the sitesuch as a building, telephone pole, or extraordinarytree.

2. Draw a sketch of the site in the field logbookindicating the approximate position of these twopoints. Label,: the sketch: "Field referencelocations." Label all pertinent features; identify thetype of tree and its girth, if appropriate. Noteutility pole number. Label the points OR-1 and OR-2.

3. Select a permanent landmark offsite, such as a utilitypole or street intersection. Add this spot to the fieldreference location sketch.

4. Use a straight-edge to draw a line from the off sitereference to each of the onsite reference points.Terminate the line with an arrow at the onsite points.

5. Stand at the offsite reference point and determine thebearing to each onsite reference, using the Bruntoncompass. Record the bearing above the line to eachpoint as an azimuth. (Note: verify that the magneticdeclination of the compass is correctly set for the areaprior to noting the azimuth)

6. Add a north pointing arrow to the sketch.

7. Measure the distance from the offsite reference point toeach of the onsite reference points, and record themeasured distance below each line, respectively.

8. Standing at onsite reference point OR-1, measure thebearing to OR-2. Use a straight-edge to draw a linebetween the two points which terminates in an arrow atOR-2. Label above the line the azimuth bearing.

- i - 304041

Rev. No. 1Date: June 16, 1986

j Page 2 of 2

9. Measure the distance between OR-1 and OR-2 and record| the measured distance below the line.] . • . • • . . . . . . .

10. Reference points are now located.f . . . . . . . .

\

I - 2 - 304042

Rev. No. 1Date: June 16, 1986Page 1 of 1

Title; SOP FS-2 - Location of sampling points in the field

Scope; This operating procedure describes ways and means oflocations of sampling points used in the field.

Purpose; The purpose of this procedure is to assure that samplingpoints used during investigations are relocatable in thefuture and are accurately represented in subsequentreports.

Equipment Needed; Tape measure, stakes, brunton compass,straight-edge, hammer, waterproof marker, surveyor'sflagging.

Procedures;

1. Prepare a sketch of the site including prominentlandmarks, reference points OR-1 and OR-2 (see FS-1),and a north arrow. Label the sketch "sample locations -*** samples" where "***" is the kind of samples thatwill be taken (soil, surface water, sediment,groundwater, eg.).

2. Refer to the site sampling plan and determine how manysamples are to be taken and their approximate locations.

3. Pick-up enough surveyor's stakes to mark all the samplepoints, plus three "extras."

4. Proceed to the first spot indicated on the site samplingplan. Reconnoiter the area and place a stake at a pointrepresentative of potential contamination in thevicinity.

5. Stand near the stake and obtain the bearing between theselected point and each of the reference points. Addthe selected point to the sketch including an assignedsample number. Write assigned sample number inwaterproof marker on the stake and tie surveyor'sflagging to the stake.

6. Prepare a table in the field logbook with headings"sample no.", "bearing to OR-1", and "comments."

7. Complete entries for each column. Comments willdocument pertinent details of the selected samplingpoint such as soil staining, dead vegetation, etc.

8. Repeat for each proposed sample point. Use additionalstakes to mark any location where contaminant conditionsnot r-efl-ecfced in the sampling plan are found e

- 3 - 304043

Rev. No. 1Date: June 16, 1986

f Page 1 of 1

Title; SOP FS-3 - Sample Container Requirements. ' • - : - - - - - - - . -

Scope; This operating procedure describes ways and means ofselecting the appropriate container for environmental

! samples prior to site inspection sampling.! • . ' . " , " . " . • - • ; • - • • . . - ; - . - . -

Purpose; The purpose of this procedure is to assure that samplevolumes and preservations are sufficient for analyticalservices required under EPA approved protocols.

Equipment Needed; Sample containers, shipping containers, sample| labels, waterproof marker.

Procedures;

| 1. Refer to Table FS-3.1 for minimum sample volume andglassware types(s) allowed for sampling a particular

, matrix and compound class.

2. Select the appropriate jar(s) from those provided by thelaboratory and verify that the laboratory has providedthe correct number of jars for the project per samplingplan requirements.

3. Report any discrepancies to the QAD immediately.

4. Apply sample labels to containers and label projectname.

5. Proceed with sampling.

• 304044

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04045

Rev. No. 1Date: July 25, 1986Page 1 of 2

Title; SOP FS-4 - Field Decontamination Procedure

Scope; This operating procedure describes ways and means ofdecontaminating equipment used during environmentalsampling on uncontrolled hazardous waste sites.

Purpose: The purpose of this procedure is to assure good qualitycontrol in field operations, uniformity betweendifferent field personnel, and a means to allowtracability of possible causes of error in analyticalresults. Following this procedure will minimize thepotential for cross-contamination of environmentalsamples during site inspection activities.

Equipment Needed; distilled water, organic-free distilled water,tree-sprayer, 5-gallon pail, phosphate free detergent,reagent grade acetone, 10% nitric acid solution, nylonscrub brush, aluminum foil, paper towels, plastic trashbag, long handled bottle brush, steam cleaner.

Procedures;

1. Select an area of the site removed from samplinglocations, downwind and downgradient. The decon-tamination process must not contribute to the possi-bility of cross-contamination of sample points.

2. Fill a 5-gallon pressurized "tree-sprayer" can with tapwater from a plastic jug.

3. Thoroughly wash all grit, grime, mud, particulatematter, etc., from the equipment being decontaminated.

4. Put 1 gallon of tap water into a 5-gallon stainlesssteel pail and add 1 cup detergent (Alconox orequivalent).

5. Wash equipment in the pail using a nylon scrub brush orlong handled bottle brush.

6. Rinse all residual detergent from the equipment with thetree-sprayer.

7. If equipment is to be used to sample for inorganics,wash with 10% nitric acid solution.

8. If equipment is to be used to sample for organics washwith acetone. If an acetone wash is used allowequipment to air dry before step 9.

- 6 -on A A


9. Give the equipment a final thorough rinse with organic-free distilled water from a glass jug or squeeze bottle.

10. Dry and then wrap the equipment securely in aluminumfoil or reuse the equipment within 1/2 hour.

304047


Title: SOP FS-5 - Groundwater Sampling - Bailer

Scope; This operating procedure describes ways and means ofobtaining groundwater samples from monitoring wells witha bailer.

Purpose; The purpose^Of this procedure is to assure good qualitycontrol in field operations, uniformity betweendifferent field personnel, and a means to allowtracability of possible causes of error in analyticalresults.

Equipment Needed; Sampler container with labels, water proofmarker, field tracking form, tape measure with weights,plastic trash bag, H-Nu, flashlight, calculator, teflonbailer(s), monofilament bailer rope, decontaminationequipment, pH meter, conductivity meter, filterequipment.

Procedures;

1. Verify that the well to be sampled is located andnumbered on plans correctly by locating it in accordancewith FS-2.

2. Position an H-Nu to detect any organic vapors beingemitted upon removal of the well's cap (see FS-6 forH-Nu operation procedures).

3. Remove the well cap and record H-Nu response in thefield logbook.

4. Use a flashlight to inspect the water surface in thewell. Note any observable floating contaminants in thefield logbook.

5. Prepare a table in the field logbook with "well number,""depth to water," "depth to bottom of casing," and"stickup" as column headings.

6. Record the well number and measure and record thestickup of the casing above ground surface. From thetop of the casing, measure the depth to water (DTW) witha weighted tape and record to the nearest 0.041 feet.Measure and record the depth of the bottom of the casing(DTB) to the nearest 0.01 ft.

- 8 - 304048


7. Calculate the volume of standing water in the wellusing:

vol = [(DTB - DTW) * 0.022] ft3

for a 2-inch ID well, or

vol - [(DTB - DTW) * 0.087] ft3

for a 4-inch ID well.

8. Determine how many gallons or liters are required toremove three well volumes. Record this in the fieldlogbook.

9. Carefully lower the bailer into the well and allow it tosink f-inch below the water surface. Remove this bailof surficial water and inspect it for floatingcontaminants. If any are found, or if the sampling planrequires, secure samples for analysis.

10. Continue bailing at a uniform rate. Each time, emptythe bailer into a calibrated container that allows thevolume bailed from the well to be determined. Uponcompletion of enough bails to remove 3 casing volumes ofwater, empty the container at least 25 feet downgradientfrom the well.

11. Use the bailer to gently obtain samples from the well.Sample first for VOA analyses (see FS-3), taking care toremove all air bubbles from the vial and minimizeagitation. Obtain a sample for metals analysis last.

12. As soon as possible after collecting a sample measureand record the field pH and conductivity (FS-7 andFS-10).

13. Affix labels to each sample container and complete allrequired data.. Record sample number, well number, timeof sampling, date, and the sampler's initials on thesample tracking form and in the field logbook.

14. Inspect the well for soundness of protective casing andsurface grout seal. Note observations of water color,suspended particulates, discoloration of casing, if thewell cap is vented or not, casing size, diameter, andmaterial, any unusual occurrences during sampling, andpertinent weather details.

3040 9

Rev. No. 1Date: July 25, 1986

; ;- Page 3 of 3

15. Thoroughly decontaminate (FS-4) all equipment used;discard used monofilament line, rags, towels, gloves,etc. in a plastic garbage bag.

- 10 - 304050


Title; SOP FS-6 - Groundwater Sampling - Home Faucet

This operating procedure describes ways and means ofobtaining groundwater samples from private domesticwells, public water supply wells, industrial supplywells, or other wells specifically designed to deliver acontinuous water supply to a consumer.

Purpose; The purpose of this procedure is to assure good qualitycontrol in field operations, uniformity betweendifferent field personnel, and a means to allowtracability of possible causes of error in analyticalresults.

i Equipment Needed; Sample containers with labels, water proof! marker, field tracking form, pH meter, conductivity

meter, filter equipment.

I Procedures;

1. Locate the home by plotting or otherwise denoting thei home on a U.S.G.S. topographic map.

2. Sketch the site, including roads, driveways, house and? building locations, well location, north arrow, landf use, and any other pertinent observations.

3. From the homeowner, determine the age of the well,I depth, existence of a "water well completion reporti form," knowledge of taste/odor/corrosion problems in the

area, type and age of piping in the house, past landuses in the area, existence and location of homeowner'sand neighbor's septic system, existence of any otherwells, buried tanks, or former buried tanks onsite, andany other pertinent details.

4. Select a faucet for sampling in as direct a line to thewell as possible. Do not choose a faucet followingwater purifiers, softeners, filters, or neutralizers.

5. Open the faucet and estimate the discharge.

6. Note the starting time on the field logbook and allowthe water to run long enough to drain the pressure tankand piping, or five minutes, whichever is shortest.

I Note completion time.

7. After five minutes of purging, decrease the discharge toI effect non-turbulent flow and obtain a sample for field

determination of pH, and conductivity. Refer to FS-7

I - 11 - 304051


and FS-10 for these procedures. DO NOT completely shutoff the water flow until after all samples have beentaken.

8. Under non-turbulent flow conditions, obtain VOA samples(see F-»~3) bv completely filling the sample vial with aminimum of agitation. Leave no headspace.

9. Slightly increase the discharge rate, if needed, toefficiently fill the remainder of the sample containers.Note: Unless the water is noticeably turbid, samplesfor metals analysis need not be filtered. Record in thefield logbook if filtering was performed.

10. Note on the sample tracking form if metals samples arefiltered or unfiltered.

11. Affix labels to all sample containers and record allinformation.

- 12 - 304052


Title: SOP FS-7 pH Meter: Use and Calibrationi ————f Scope : This procedure describes ways and means of using and

properly calibrating digital pH equipment in theI field. Manufacturer's recommendations accompanying the

instrument should also be consulted if difficultiesoccur.

Purpose; The purpose of this procedure is to assure good qualitycontrol in field operations, uniformity betweendifferent field personnel, and a means to allow

j traceability of possible causes of error in analytical1 results. This procedure is used for a semi-quantitative

analysis of the acidity of water samples and to evaluate( t h e consistency o f water quality during groundwater

sampling. Precise pH measurement must includetemperature compensation during measurement.

( E q u i p m e n t needed; pH meter and equipment, buffers, plastic,cups, waterproof marker, distilled water, plastic trashbag.

I Procedures;

« 1. Remove pH meter from the box and check that batteriesI are operable.

2. Turn power on and allow meter to stabilize for 3 to 5j minutes. Note: Some electronic equipment is strongly1 affected by extremes in temperature. Avoid leaving

electronic equipment in direct sunlight or on coldI ground.

3. Determine from the sampling plan if conditions are( expected to be acidic of alkaline.

' 4. Select pH buffers 7 and 4, if acidic conditions areexpected, or 7 and 0 if alkaline conditions areexpected .

5. Take two clean, dry plastic cups and label each one withI the selected pH of the buffers.

6. Place about 10 ml of each buffer in their respectivecups and replace the buffers in the case.

* 7. Remove the protective cap from the probe tip and rinsethe probe with distilled water.

- 13 -50 $053


.'-. ?a9e 2 of 2

8. Place the probe in the pH 7 buffer and very gentlyswirl. When the readout stabilizes adjust the readoutto 7.0 with the span pot adjustment.

9. Remove the probe from the buffer and rinse thoroughlywith distilled water.

10. Place the probe in the other calibration buffer. Whenthe readout stabilizes, adjust to the proper pH readingwith the calibration dial.

11. Rinse the probe and recalibrate to pH 7.

12. Note in the field logbook which pH buffers were used forcalibration.

13. Calibration frequency: Calibration is needed

a) every time the instrument is turned onb) following significant temperature changes (if

allowed to sit in direct sunlight, e.g.)c) when erratic behavior is notedd) when the pH of the target sample does not fall

within the calibration range.

14. place about 30 ml of sample in a plastic cup.

15. Rinse the probe tip thoroughly with distilled water thenplace the probe in the sample and very gently swirl.

16. When the readout stabilizes, record the pH indicated inthe field logbook with sample location, date, time,project number, and sampler's initials.

17. Rinse all parts of the probe that have come in contactwith the sample with distilled water, discard thesample, used cups, and buffers. Replace the protectivecap on the pH probe and return the instrument to itscase.

- 14 - 304054


Title: SOP FS-8 HNU Calibration

! Scope; This procedure describes ways and means of calibratingan HNU photoionization detector in the laboratory prior

i to field use. This procedure is applicable fordetection of organic compounds in the atmosphere so thatappropriate safety measures can be taken. Its utilityas a quantitative measuring system may be questionable.

Purpose; The purpose of this procedure is to assure good qualitycontrol in field operations, uniformity between

i different field personnel, and a means to allowi traceability of possible causes of error in analytical

results.ij Equipment needed; HNU, rotameter, "T" connector, calibration

gas.ij Procedures;

1. Note: this is a procedure that must be done no morethan 1 day prior to use in the field.

2. Check that the function switch is in the "off" positioni then attach the probe to the detector.

3. Turn the function switch to the "battery check" position, and recharge the battery if required.

4. Turn the function switch to "standby" and zero thereadout.

5. Connect open side of a "T" connector to a pressurizedcontainer of calibration gas, the second side to arotameter and the third side directly to the 8"extension to the photoionization probe.

6. Open the valve of the pressurized container. With the\ SPAN setting at 5.0 and the function switch at 0-200

until a steady reading is obtained.

i 7. If the reading is the same as the instrument specifici reading (76) the calibration exercise is complete. If

the reading has changed adjust the span pot so that the• instrument readout matches the exact value of thei calibration gas. Consult the manufacturer's instrument

manual accompanying the instrument for these values.

304055


Title: SOP FS-9 HNU - Field use

Scope; This procedure describes ways and means of properlyusing an HNU photoionization detector in the field.This procedure does not detail the philosophy of airrelease monitoring for Site Inspection or Hazard RankingDocumentation purposes.

Purpose; The purpose of this procedure is to assure good qualitycontrol in field, operations, uniformity betweendifferent field personnel, and a means to allowtraceability of possible causes of error in analyticalresults.

Equipment needed; Calibrated HNU

Procedures;

1. Turn the function switch to the "off" position andconnect the probe. Twist the probe connector until adistinct snap and lock is felt.

2. Turn the function switch to the "battery check"position. Battery charge must be within the greenbattery arc on the scaleplate for use.

3. Turn the function switch to the "on" position. Checkfor the UV light flow in the probe - briefly.

4. Turn the function switch to the standby position androtate the zero pot until the meter readout is zero.Allow 15-20 seconds for stabilization. Note: Thiselectronic zero adjustment must be made whenever thespan pot is adjusted and every time the power is turnedon.

5. Set the range setting to 0-20. Note the range setting,span pot setting, and time in the field logbook.

6. Trace detection sensitivity can be heightened by spanpot adjustment. Consult owners manual and record alladjustments in the field logbook.

7. Record individually all positive indications. Offscalereadings on the low range must be duplicated at higherscale ranges and recorded.

8. Note that the HNU photoionization detector indicates thepresence of many highly toxic gasses. When detectionoccurs, inform the site safety officer of site project

- 16 - 304056

Rev. No. 1Date: July 25. 1986Page 2 of 2

officer immediately and move to a safe area until propersafety precautions are determined.

- 17 - 304057


- - - • ' - Page 1 o f 2

Title; SOP FS-10 Conductivity Meter - Field Calibration and Use

Scope; This procedure describes ways and means of obtainingconductivity measurements in aqueous media in the fieldusing portable, hand-held equipment.

Purpose; The purpose of this procedure is to assure good qualitycontrol in field operations, uniformity betweendifferent field personnel, and a means to allowtraceability of possible causes of error in analyticalresults. This methodology provides semi-quantitative'results for use in determining relative variations inconductivity between two samples.

Equipment needed; Conductivity meter, reference solutions,plastic cup, plastic trash bag, thermometer, distilledwater.

Procedures;

1. Check the battery level before using the instrument.The indicated level must be greater than 7.0 volts.Choose a calibration method and record method used inthe field logbook.

DRY STANDARDIZATION

2. Set the function switch to "CON," the range switch to1,000 and the temperature compensator to 250.

3. Unplug the cell.

4. Adjust the "STANDARDIZE" control for a reading of1,000. Note: this procedure standardizes all ranges!

WET STANDARDIZATION

2. Plug in the cell.

3. Select range of interest based on expected conditions.

4. Obtain a known reference solution from the case.Note: Reference solutions must be checked quarterly(see equipment maintenance records) and replaced when a25% variation is noted.

5. Measure the temperature of the reference solution.

6. Set "TEMPERATURE COMPENSATOR" to temperature of thereference solution.

- 18 - 304058


7. Adjust "STANDARDIZE" to read the value of the reference.

USE

1. With the instrument standardize with either the wet ordry procedure, select range of interest or ifconcentration is unknown, select highest range.

2. Pour about 50 ml of sample into a clean, dry plasticcup.

3. Measure the temperature of the sample and set thetemperature compensator to the temperature of thesample.

4. Immerse the probe into the sample and gently stir. Thecell must be immersed not less than 3/4 of an inch andmust not come in contact with the walls or bottom of thesample container.

5. Change the range switch until the display reads below1,500. Full scale readings of up to 50% higher than thescale range are within calibration.

6. Record sample number, date, time, project, samplers'initials and results in the field logbook.

7. Thoroughly rinse probe top with distilled water beforemeasuring another sample or putting the equipment away.

- 19 - 304059

Figure 1 - Well locations

ENVIRONMENTAL STRATEGIES CORPORATION8521 LEESBURG PIKE, SUITE 650VIENNA, VIRGINIA 22180703-821-3700

304&60

I

IIIIIIIIII1

304061

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