vrp semi-annual progress report #1 proposed...

VRP Semi-Annual Progress Report #1 Proposed Chamblee Apartments 5211 Peachtree Industrial Boulevard Chamblee, DeKalb County, Georgia Submitted to: Georgia Department of Natural Resources Response and Remediation Program Suite 1054, East Tower 2 Martin Luther King, Jr. Drive, SE Atlanta, Georgia 30334

Prepared for:

SLX GRAND Atlanta, LLC 1600 Atlanta Financial Center 3343 Peachtree Road, NE Atlanta, GA 30326

Prepared by: Amec Foster Wheeler Environment & Infrastructure, Inc. 2677 Buford Hwy. Atlanta, Georgia 30324 (404) 873-4761 March 9, 2017 Project No. 6121-16-0351

Amec Foster Wheeler Environment & Infrastructure, Inc. 2677 Buford Highway NE, Atlanta, Georgia 30324 Tel: (404) 873 4761 Fax: (404) 817 0183 www.amecfw.com

March 9, 2017 Ms. Robin Futch, P.G. Georgia Department of Natural Resources Response and Remediation Program Suite 1054, East Tower 2 Martin Luther King, Jr. Drive, SE Atlanta, Georgia 30334 Subject: VRP Semi-Annual Progress Report #1 Proposed Chamblee Apartments 5211 Peachtree Industrial Boulevard Tax Parcel 18-299-13-005 Amec Foster Wheeler Project No. 6121-16-0351 Dear Ms. Futch:

Amec Foster Wheeler Environment and Infrastructure, Inc. (Amec Foster Wheeler) respectfully

submits this Semi-Annual Progress Report #1 on behalf of the James F. Hickman, Jr. Trust. This

progress report is required by the Voluntary Remediation Program (VRP) statute and requested by

the Georgia Environmental Protection Division (EPD) in its VRP acceptance letter dated September

9, 2016.

Please send all official correspondence to the site developer who is implementing the corrective action

under the VRP at:

SLX GRAND Atlanta, LLC 1600 Atlanta Financial Center 3343 Peachtree Road, NE Atlanta, GA 30326 Attn: Mr. Anthony DelGuidice

PROJECT SUMMARY

The Proposed Chamblee Apartments property (Site) is an approximate 3.86-acre parcel addressed at

5211 Peachtree Industrial Boulevard in Chamblee, DeKalb County, Georgia. The site is identified on

the DeKalb County Tax Assessor’s website as 18-299-13-005. Historically, the Site was developed

with a trucking company and a filling station beginning in the late 1950s, then various automobile

dealerships from 1978 through 2016. Refer to Figure 1.

Soil and groundwater assessments conducted between 2005 and 2016 indicated impacts to soil and

groundwater. As a result, a VRP Application for the Site was submitted to the EPD on July 28, 2016.

The Site was accepted into the VRP as indicated in a letter from the EPD dated September 9, 2016.

Amec Foster Wheeler Environment & Infrastructure, Inc. Project No. 6121-16-0351 VRP Semi-Annual Progress Report #1, Chamblee Apartment Project, Chamblee, GA 2 March 9, 2017

SLX GRAND Atlanta, LLC plans to redevelop the site with a five-story 240-unit multifamily apartment

building and an associated parking structure. Amec Foster Wheeler understands that demolition of

the on-Site structures is planned to begin in mid-March 2017.

ACTIONS TAKEN SINCE LAST SUBMITTAL

Since acceptance of the Site into the VRP, supplemental environmental assessment activities have

been completed with the goal of modeling the fate and transport of the VOC impacts to groundwater

in the northern corner of the Site at the location of the former filling station. Refer to Figure 2.

MONITORING WELL INSTALLATION AND GROUNDWATER SAMPLING

An additional groundwater monitoring well, AW-2, was installed near the northeast corner of the Site

on December 14, 2016. A copy of the boring log and monitoring well diagram for AW-2 is attached.

Following well development, a groundwater sample was obtained from well AW-2 and tested for

volatile organic compounds (VOCs), polynuclear aromatic hydrocarbons (PAHs) and RCRA metals.

Additionally, existing wells MW-5, MW-16 and AW-1 were purged and sampled in order to test for

sulfide, chloride, nitrate, nitrite, sulfate, ethane, ethylene, methane, iron (Fe+2) and alkalinity. Well

development/purge logs and copies of the laboratory reports are attached.

HYDRAULIC CONDUCTIVITY TESTING (SLUG TESTING)

Slug tests were performed in wells MW-5, MW-16 and AW-1 at the Site to evaluate hydraulic

conductivity. The slug tests were performed by lowering a solid ‘slug’ into each well, then allowing the

water level to recover and stabilize. The slug was then removed and the rate at which the groundwater

recovered to its static level was measured using a data logger.

The data obtained was evaluated using AqteSolve which calculates hydraulic conductivity based on

the data obtained during the slug tests and selected well construction parameters. The slug test

results indicate that hydraulic conductivities at the site (K) range from 1.5 x 10-5 cm/sec to 3.4 x 10-4

cm/sec.

Based on the data obtained from groundwater elevation measurements obtained at the time of slug

testing, the hydraulic gradient (i) within the shallow aquifer over much of the Site was calculated to be

approximately 0.019 ft/ft. This value, along with an assumed effective porosity of 0.25 (ne), a value

typical of Piedmont soils, was utilized for the purpose of calculating groundwater flow rate using the

following equation: Velocity =Ki/ne. Based on the data input, the velocity of groundwater flow at the

Site was calculated to range from approximately 1.2 feet per year to 26.8 feet per year.

CONTAMINANT FATE AND TRANSPORT MODELING

Data obtained through groundwater testing and hydraulic conductivity testing were utilized to prepare

a preliminary groundwater fate and transport model to evaluate contaminant migration at the Site.

( )

Modeling was conducted using the BIOSCREEN software. BIOSCREEN utilizes a combination of

site-specific data obtained through laboratory and physical testing and literature values to determine

the various physical properties of the contaminant plume and the migration potential of the VOC

constituents.

The model was prepared assuming that the release had occurred by 1976 when the USTs associated

with the former filling station were removed (approximately 40 years ago). Because gasoline tanks

are no longer utilized on the Site and soils impacted above applicable remediation standards will be

removed during upcoming site development activities to comply with the remediation plan , it was

reasonable to assume for the model that an ongoing source condition will not exist.

The groundwater conditions at the source area approximately 40 years after the initial release were

set to match current conditions. We note that because the historical data available for the source area

is limited , significant assumptions were made regarding initial source area concentrations,

biodegradation rates and source decay rates .

Based on the input data, the BIOSCREEN model indicated that the benzene concentration in the VOC

plume could degrade to drinking water conditions within 50 years from now. The model also predicted

that the portion of the plume exceeding a drinking water standard would not approach the nearest

downgradient building.

CLOSING

If additional information is required, please contact Mr. Chuck Ferry at 404-817-0107 or by email at

[email protected] . A summary of professional engineer service hours is included in the

Appendix.

Sincerely,

Amec Foster Wheeler Environment & Infrastructure, Inc.

~ Steve Davenport Project Geologist

Cc: Mr. Anthony DelGuidice, SLX GRAND Atlanta, LLC

Ci~~t~4~1.i~ Senior Principal Engineer 0

Ms. Lynda Jane Hickman and Mr. James Hickman, James F. Hickman Trust

Attachments: Groundwater Scientist Statement Figures Boring Log and Monitoring Well Diagram Well DevelopmenUPurge Logs Laboratory Reports Slug Tests Fate and Transport Model Output P.E. Service Hours

Amec Foster Wheeler Environment & Infrastructure, Inc. Project No. 6121-16-0351 VRP Semi-Annual Progress Report #1 , Chamblee Apartment Project, Chamblee, GA 3 March 9, 2017

GROUNDWATER SCIENTIST STATEMENT

(

(

GROUNDWATER SCIENTIST STATEMENT

I certify that I am a qualified groundwater scientist or engineer who has received a baccalaureate or

post-graduate degree in the natural sciences or engineering, and have sufficient training and

experience in groundwater hydrology and related fields, as demonstrated by state registration and

completion of accredited university courses, that enable me to make sound professional judgments

regarding groundwater monitoring and contaminant fate and transport. I further certify that this report

was prepared in conjunction with others working unde m direction.

Georgia Registration No. 10957

FIGURES

Chamblee Tucker Road

990

995

1000

1005

1010

985

10151020

980

975

980

985

9801015

980

990

1020

985

1000

990

1005

980

980 ¯

0 100 200Feet

Docu

ment

Path:

G:\P

hase

_1\C

apita

l City

Niss

an\S

ite V

icinit

y.mxd

LegendGround Surface Elevation ContourApproximate Site Boundary

Former Chamblee InternationalFarmers Market

(Apartments under construction)

Peachtree Industrial Blvd.

Malone Drive

Former

Used Auto

SalesSexton Woods Dr.

Fine Antiques

AdrenalineFitness

Apartments

Comcast

Prepared by: CLS 2/23/16 Figure

Number:1

Checked by: SSD 2/23/16Project Number:6121160046

Proposed Chamblee ApartmentsSite Vicinity Map

J: \Chamblee Nissan \CAD\Figure 2 - Groundwater Analytical Data.dwg - Layout1 03/07/2017 1:55pm rachel.desmond

SB-4 Date BTEX.

Benzene Ethylbenzene Naphthalene

Xylenes PAHs

Total Metals Lead

SB-5/MW-5 TRIHYDRO Amec Foster Wheeler Date 3/17/2005 7/11/2016

VOCs/BTEX Benzene <2 3.5

Ethylbenzene 99 61 .5 p-Is opropy Ito I uene <2 5.5

Naphthalene 13 97.3 Xylenes 140 102

PAHs/SVOCs 1-Methylnaphthalene <10 15.8 2-Methylnaphthalene <10 59.3

Total Metals Total Dissolved Barium NT 9.3 Lead 214 <5

LEGEND

• EXISTING MONITORING WELL

6_ GROUNDWATER SAMPLE LOCATION - 2005

.6. GROUNDWATER SAMPLE LOCATION - 2015

---- SITE BOUNDARY

NT SAMPLE NOT TESTED FOR CONSTITUENT

/ /

ND NOT DETECTED ABOVE LABORATORY REPORTING LIMIT

INTERPRETED GROUNDWATER PLUME ABOVE DRINKING WATER STANDARD

8.8 <5

20' x 20' x 12' EXCAVATION FOR SOIL NOT INCLUDED IN COST

X. XX

COST IN FOR 30' x 100' x 17' EXCAVATION FOR GROUNDWATER REMEDIATION

GROUNDWATER ANALYTICAL RESULTS REPORTED IN MICROGRAMS PER LITER (}Jg/L)

GROUNDWATER FLOW DIRECTION

TRIHYDRO 3/17/2015

/

5 130 46 190 NO

<1

rv<v ~· ~~ ~ ~ ~<Q

(v~G~~ ~ s-<:. ~..;) ~

/

AW-2 Date

Constituent VOCs PAHs

Metals

PROPOSED CHAMBLEE APARTMENTS

GPR

SB-5/MW-5 PN-3 ........

Amec Foster Wheeler 12/15/2016

NO NO

Total Dissolved NO NO

Environment & Infrastructure, Inc. 1 075 BIG SHANTY ROAD, NW, SUITE 1 00 KENNESAW, GEORGIA 30144 (770) 421-3400

PN-1-W URS N

A Date 8/8/2005 VOCs NO

NO PAH

PN-2-W URS Date 8/8/2005 VOCs

Ethylbenzene 11 Isopropyl benzene 11

Naphthalene 22 1 ,2,4-Trimethylbenzene 7

PAHs NO

SB-6 TRIHYDRO Date 3/17/2015 BTEX

Benzene 210 Eth !benzene 3.2

Toluene 10 X lenes 71 PAHs NO

Total Metals Lead <1

0 60' 120' ----SCALE: 1 "=60'

GROUNDWATER

JOB NO. 6121-16-0351 FIGURE 2

"' 0 N

"' w

tl: ~

BORING LOG AND MONITORING WELL DIAGRAM

ASPHALTFILL - Brown/tan clayey silt with rock fragments.

PID = ND

PID = 4.2 ppmFILL - Brown/tan clayey SAND with wood.

PID = 2.1 ppm

PID = 2.9 ppm

RESIDUAL - Brown/tan clayey SILT.

PID = 8.4 ppm

Gray clayey SAND.

Wood fragments

Boring terminated at 20 feet.

SAMPLES PL (%)

10 20 30 40 50 60 70 80 90 100

FINES (%)

SPT (bpf)

ELEV

SOIL CLASSIFICATIONAND REMARKS

(ft)

LEGEND

0 10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

NM (%)

SEE KEY SHEET FOR EXPLANATION OFSYMBOLS AND ABBREVIATIONS USED BELOW.

LL (%)

1st 6

"

2nd

6"

3rd

6"

N-COUNT

Atlas Geo-SamplingPower ProbeHollow Stem Auger4.25 inches2 inch PVC pipe, 10 ft 0.01 inch slotted screen. Depth togroundwater 12.02 ft on 12/15.16.

TYPE

IDENT

DRILLER:EQUIPMENT:METHOD:HOLE DIA.:REMARKS:

PAGE 1 OF 1THIS RECORD IS A REASONABLE INTERPRETATION OFSUBSURFACE CONDITIONS AT THE EXPLORATIONLOCATION. SUBSURFACE CONDITIONS AT OTHERLOCATIONS AND AT OTHER TIMES MAY DIFFER.INTERFACES BEWEEN STRATA ARE APPROXIMATE.TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

DEPTH

(ft)

BORING NO.:PROJECT:LOCATION:DRILLED:PROJECT NO.:

0

5

10

15

20

25

30

35

40

45

AW-2Chamblee NissanChamblee, GeorgiaDecember 14, 20166121-16-0046

SO

IL T

ES

T B

OR

ING

CH

AM

BL

EE

NIS

SA

N.G

PJ

AM

EC

.GD

T 1

2/22

/16

WELL DEVELOPMENT/PURGE LOGS

PROJECT NAME: FIELD SAMPLING REPORT

dha,~w-10- V'Jl5SU-~ Amec Foster Wheeler

1075 BIG SHANTY ROAD NW, SUITE 100 KENNESAW GA 30144

PHONE: (770) 421-3400 I FAX: (770) 421-3486

Project Number:

C, 11~ l. / ~ " CO L( ~

SAMPLING EVENT: _1ST QUARTER _2ND QUARTER _3RD QUARTER_ 4TH QUARTER MONITORING WELL TYPE: Standard Compliance Background Extraction WELLID: [Ylf.J -·)- - - -WELL MATERIAL: PVC

WELL DIAMETER: 2._ ( v1

DEPTH TO WATER: / <-J, "15) GRAB (x) COMPOSITE ( ) SAMPLE METHOD:

DUP./REP. OF: ___ _

Arrived at: ____ _

Screen length: __ ;_o_l'_ I

Tubing Intake (btoc) = j(,

VOL. PURGED Diss. Oxygen ORP (+/-1 0

TIME (gal) (+/-10%) mV)

Initial: jZ.lt'" 0 J, (/) - ())- -1 f:l..·'?..J~ ~ I 7. 0 '"1 -"''""' h.'"L \......- <' I f. 0 <::> ..-'•(fl/·t· /l'J\;) .. I (_, 0\ <:(1) ... </J,<,-

I 't.)\ '1 f), ~'?.... - <.J1,1_

~~ c.ro >J o. rt.t - 9/-J' 1<- () ,..-~ ). 1 {). r-/Q ..:. \/; c..t

NOTES:

SAMPLE DATE: l < I l v_tLL,

CONTAINER

SIZEITYPE NO. PRESERVATIVE

TOTAL DEPTH: I 't· \" \ _, WATER COLUMN HEIGHT: t../. )''\ PURGE VOLUME: o:1 L( )<') ':: 2' 'l [0.163 x water column height (ft) x 3 (well volumes) for 2" wells]

[0.653 x water column height (ft) x 3 (well volumes) for 4" wells]


SPEC. COND. Pump Rate pH(+/- 0.1 (ms/cm) [+/· TURB. (NTU) ml/min. (&pump pH units) 3%] TEMP (°C) [<10 NTU] setting)

t;"?<J u. 2'1 I 11..,, r &7. ( z 'OJ (

<(.. '6q v:'l~(/ . '2.'l.' <:j l/ c."t I ) .. ·2/<)0

s-. "? r· () .?.(;l/ :Z.:L 03 j<-/.1 '"L•tD

r, ?(, V-1 (A I 'lL '¥9 ?, l '2-e/0 j~ ?l '0· 7..0/ "'2..3.-o\ 2q,-; 'l.,'7f0

5~ r v- e>, -z.r, l/ 2.3-?. 9 L/, 'y /~

S'~ 'r (, V· "Z. Cl/ "2 ~- \.f'L 5). »-"' -~

ANALYTICAL

METHOD ANALYSIS

)

New Water Level

j'(/. Zit> ;t/. ·z \" lt/ 1 T<:-:; Jl .. j, )D

J<-!t_3'0

I q, "3'0 ) <-J ·30

l./ 0 /'V] \ L u c._(._ yvv..;(-/;,cW'IJ?. , ...e. .. f/1(}'VlA. j :f/l&tvv\.._; -s -.:x.? f'Y'I ] I ~-- a//(a//'"'1+~1 -R.vv-o'-1) }OV'- r.

")0-::> 1¥1 I I Y\,15111./'- ( M lov I c-~ I Yll+t cJ,c I n I }v t-he.. I SUI {--ofJ. ")();) YV\ { I 1\tA-vH )c{ I /'Jh--

GENERAL INFORMATION

WEATHER: C /oll-t:At.-/ S<>""'"' SHIPPED VIA: I

SHIPPED TO: I

SAMPLER: 6 ,') J (fop rlvJ J,&-. !oBSERVER:

i j

r

PROJECT NAME: FIELD SAMPLING REPORT

d ~ ww-1 ~ N 1 S 5(.l. ""-- Amec Foster Wheeler

1075 BIG SHANTY ROAD NW, SUITE 100 KENNESAW GA 30144

PHONE: (770) 421-3400 I FAX: (770) 421-3486

Project Number:

6 IL. {, 1 ~ · CO Lf (;,

SAMPLING EVENT: _1ST QUARTER _2ND QUARTER _3RD QUARTER_ 4TH QUARTER MONITORING WELL TYPE: _Standard_ Compliance _Background _Extraction WELLID: fJ1lJ~ /CtJ WELL MATERIAL: PVC

WELL DIAMETER: :2_ lV\ 1"'1 / f(o~ SAMPLE METHOD:__,c.....:v=---W' ____ _ DEPTH TO WATER: f'O ·· 3 '0 TOTAL DEPTH: f(,, <f'O

GRAB (x) COMPOSITE ( )

DUP./REP. OF: ___ _

Arrived at: ____ _ )'

Screen length: ·Jo

Tubing Intake (btoc) = 13 1

VOL: PURGED Diss. Oxygen ORP (+/-10

TIME (gal) (+/-10%) mV)

Initial: /">'---IV 0 "'1 ' '1''1.. ·2 67--, I J":)V/~ t:. I ; , '?I -L..'L I, 1.. r>.<O .r..l ""'/,76 "5(.1& . "2 /J~-< t:l {,~~- ~,f, 0 /Cf/i!'b I 1.1 I J&q.l

1 c, v s· >/ 71 c..·:. '317.)

NOTES:

SAMPLE DATE: l<lt"--1//{y SAMPLE TIME: I 1.-'l_l-e::.

CONTAINER

SIZE/TYPE NO. PRESERVATIVE

WATER COLUMN HEIGHT:-:--(."'-'-_..( __ _

PURGE VOLUME: oJ?h)-: J., (, [0.163 x water column height (ft) x 3 (well volumes) for 2" wells]


[1 47 x water column height (ft) x 3 (well volumes) for 6" wells]

SPEC. COND. Pump Rate pH(+/- 0.1 (ms/cm) [+/- TURB. (NTU) ml/min. (& pump pH units) 3%] TEMP CC) [<10 NTU] setting)

t.f, (J \' o dCi'o j Cfl ~ "';;> ;.(' l ?.-'tJU (

"-[,q~ tJ • I CJ'"'I I eLl\ 'I I \o 'Z. -6:1

t!.j, '1_,/ o. Jqi l9dt~Cf /. '-- 'L'?KJ t. /~(.,/ 0 I Jq(p /9, rr:,- {. '{" ?-b:J Lfl '3 ··~ D · I Cf'(.p 19.'\-t( /,/'() "'2./7['Z)

c-f~ ~ \ {). 1 C:t'<( IC, I ( l> {,'1-- ~

ANALYTICAL

METHOD ANALYSIS

)

New Water Level

/0 ·'---!<( to. S'Q /o.r') lo. :\-r·" /O -~~) to.s-s'-'

</0 Y'VI 1 ""---' J-/ c. (_ t""vf~J-h C-1-?1/A. .A.J-h 01)A-A- J A..J.hlAtA./ ')(!::> /'V\ 1 l Y'1fY1.A- r'-1 I kCt:), J"l J L1 ?e.{}'(X.{ r /v'Z5Y""-

'(a~n" I I r'\--0--rtA chJtN, d;. rJ-Ivt>·K nl.fy)k (11//14{<-...-'\b:> I"" 1 I 1\fo, o J-..q <: 1/1 I'.{) h-.

GENERAL INFORMATION

WEATHER: C/:Jt.A.-'~-{."1 :r~~ '0

SHIPPED VIA:

SHIPPED TO:

SAMPLER: <g, Vpc;H)(/--- [OBSERVER:

PROJECT NAME:

6 h 0,/~ ~ N 1 5 SCL. "'--FIELD SAMPLING REPORT

Amec Foster Wheeler

1075 BIG SHANTY ROAD NW, SUITE 100 KENNESAW GA 30144 PHONE: (770) 421-3400 I FAX: (770) 421-3486

Project Number:

6 11.J. I & 0 ()Q Lf (y,

SAMPLING EVENT: _1ST QUARTER_2ND QUARTER_3RD QUARTER_4TH QUARTER MONITORING ~ELL rPE: _Standard_ Compliance _Background _Extraction WELL ID: ~ 1.-J_.... WELL MATERIAL: PVC

SAMPLE M ETHOD:--L/o::::.._W----'-'k'-'-k-=-otJ:....;;,L_

DUP./REP. OF: ___ _

Arrived at: Screen len-gt_h_: --~0-71

Tubing Intake {btoc)- /3 ) - '

VOL. PURGED Diss. Oxygen ORP (+/·10

TIME (gal) (+/-10%) mY)

Initial: l'f"'fO 0 <. .cJ't.... I 1'&', t:t Jt.-/tl\ t:.. I l~f-s {o J'r(\ /"'l 'i)"'O <- l ~ ?}"'/ "J.r.n,\ ']!,_[')<; ~ I "3. G ,_. :z.z.r.G. 1 reo <'-/ 3. q-; ·.z_ q-•7, Cf JS55" I 3 ·"'- y

1_{,[-<.(

I :S"-IL> > ( '3. '3} ':(ft'i.l 1s·1 ~ ) 1 3 '<..Or ::r)•( .. (_

NOTES:

SAMPLE DATE: /7.. /1<1//& SAMPLE TIME· -

CONTAINER

SIZE/TYPE NO. PRESERVATIVE

<Jv Yl-1 1 'L 1-/C:.. c S''.,.OJyh 1 J /1.-;f'YL.A-.

~t?PrM I 1 /1--tn'l./--5-0"'i)v>o 1 I N171oJ.:I

WELL DIAMETER: '2 \Y' DEPTH TO WATER: /'2..< < TOTAL DEPTH: 1 <-J. \ '(

GRAB (x) COMPOSITE ( )

WATER COLUMN HEIGHT: ____ _

PURGE VOLUME: ____ _

[0.163 x water column height {ft} x 3 (well volumes) for 2" wells]

[0.653 x water column height (ft} x 3 (well volumes) for 4" wells]


SPEC. COND. Pump Rate pH(+/· 0.1 (ms/cm) [+/· TURB. (NTU) ml/min. (& pump pH units) 3%] TEMP (°C) [<10 NTU] setting)

c:;. '(_.j__ 0. 0 lri- tCJ."-1 I roo-~ 1(J:.) ( c..[' q, v .'()I("L. 1 q. & I (0'3.g-- ,:,41:P ((. (1 '( f) .07 "{" ;qsq L/'f,' ")...J1).)

~l,q-, 'D·Vi'b ,q,(,l{ "i.( '"'l.,.,7)0

e,./, c; r "fi ·O"'?C{ fl":f,"1') )" "'?. ~ \ ./ ?....-'"il'O

t(,Ch 0 ··OIL... t'1. lt-1 "3 .. ( -·~

Lf, C( y ;) . 0 ~7-'"l. ll'. t0 'J..-'t :?_lj';d

f...{, (.1 ,- D.o-7 l JCf, v& 1. L.f ?./!JJ

ANALYTICAL

METHOD ANALYSIS

)

New Water Level

I;;, I "7 ').,/ /?... ~

l1...SS 17... 5'( f'L 't"'( /'2_. <e') !Z. "6 \__. }7._ 'Y'(

/vi . .f·MOJIVV{ I ..-t#l?f/lf-<~ .{;1-ftf~ G I Ka.JJ 11 t·h1 1 h2~VJ/.,1) I vrJV"

('h /OYic/1. n J-/v' .. if<. I n I+•A<-- j 54 {{a/..,_ I ul f,c&A...-

GENERAL INFORMATION

WEATHER: o!..ttoerv J ~ \} SHIPPED VIA:

SHIPPED TO: "

SAMPLER: 7!, (__t.•;t/ ~ fb.----·· !OBSERVER: l

PROJECT NAME: FIELD SAMPLING REPORT (} h OJ~~ tt\l J) SCL ""-- Amec Foster Wheeler

1075 BIG SHANTY ROAD NW, SUITE 100 KENNESAW GA 30144 PHONE: (770) 421-3400 I FAX: (770) 421-3486

Project Number:

611_L t&, (}:) Lf ~~

SAMPLING EVENT: _1ST QUARTER _2ND QUARTER _3RD QUARTER_ 4TH QUARTER MONITORING WELL TYPE: _Standard_ Compliance _Background _Extraction wELL ID: Aw- L WELL MATERIAL: PVC

WELL DIAMETER: 2 I~. SAMPLE METHOD: DEPTH TO WATER: (Z · 0 ('_ GRAB (x) COMPOSITE ( )

DUP./REP. OF: ___ _

~~:::~ l:~gth: /u I 1

Tubing Intake (btoc)- f & -

VOL. PURGED TIME (gal)

Initial: ;Gj/ '(' 10.5 Jet~ c.

j(j?...\ <:./

I "-/1)0 I I <.J 1\ > I 74<-VV _:, I J<-/LI\"' ~ I '-I yt) :') ?.... 1'--'I'S'-<{ '> 'L

!'$?::!() 3 I :>'(Y) >3 1110 "> .3 1 s--1 s-· "f

NOTES:

SAMPLE DATE: /2//) f f'y:; SAMPLE TIME: L 5/A:j

CONTAINER

SIZE/TYPE NO.

q'() J'l11 '2.~-··

"2'_ 'S'D (Y./ l ·z.. ~-;) pi'\ l \ f1L-l·o/' :z_

WEATHER: c /JZ(J.-/"

SHIPPED VIA:

SHIPPED TO:

Diss. Oxygen ORP (+/-10 (+/-10%) mV)

5.C;,-· .-c .. y-/."/._' ~~ '·I T·'l D.n 1 - (/C,, ~

o • <f" I ·-'S:"o.·<::> v,;\"" -~ >o. r o,-)'L - s·z. . .l 0.""10 .... rz. .<r o.(,y- ... t;~ ,I._( 0., &·7 "* '5"3, ,-t?J -7 I -- '{ - :SD· .-.

o~G.c:J.' ·-i../9. t/ D' (; Q' ..... )/, y· (), 01 -· 5'-:l, I

PRESERVATIVE

f/CC·

TOTAL DEPTH: /9. CJ \'-·' WATER COLUMN HEIGHT: -/ ''\ '}

PURGE VOLUME: f,-:!:, '< 3 ~ 3 '~ [0.163 x water column height,(ft) x 3 (well volumes) for 2" wells]



SPEC. COND. Pump Rate pH(+/- 0.1 (ms/cm) [+/- TURB. (NTU) ml/min. (&pump pH units) 3%] TEMP (°C) [<10 NTU] setting)

(;;' fib- "J. '")'~ \.. 7.. I. ;y.,c,, 9?"0 qoo( (,." f} (""1 o. 1.S')-· '-'Lz.l? (., L/1J ({'?JJ (p,cm 0. 7...-:;-L 2 '7....1.. ~- !] <..("0 '-1~ .c" c-1 '). 1 0 .. 'L.'\ T .~ . ."2. \-3 !fu f) C.fao ~-- 9 '"] b, 1_'\L )..'2..1?""" /0~ <f7}7;>

~' CJ' '("" 0 I"!_ ')"3 ') 2 :>~ II-?? ~-~If£)

~- .cr-1 (),7_)\" .l.~' ')1"' t:..jo.(o "-/?JO s-~crC:- 0/2. $"'6. J.:z. •• ~--· J.S'. ~ (_J fY7)

s"..qlf '() ' (. ..:.,-·-, '2..<... 2...?' !3,_ b "-(7FD s·- ?"'1 Q-1.. rr· -:1,/. 63 0, f)_ ;;·,':0 s":. ??"'. lJ·'tVO :2./.u? <;'d] 3o<:' f/71..., o. ?...C·I 12.1· rY '5'v /_ '"Jt)0

5-:a> tJ. -~ (, I :zJS) <1, '-( 'St:rV

ANALYTICAL

METHOD ANALYSIS

voc:.: s t1

"I"' f(., "'. ·v., (..J H rJo 3 ;e r<.tiZ. 4 fw.,raJ< /}

fl 'lflt'\.A-./ /) 15 '5:::>/V-<-c../ ~.J J_

~--- PAll- 0

GENERAL INFORMATION

(j6Z>

SAMPLER: •J.; (j..-f,? ~ /(j___) !oBSERVER:

)

New Water Level

/'2 'y( /7...(/"J f2-d~"" /2. . l!.f< ..... fZ, "-t '5-

/:.z .. t/7_ n.,. t~? 12.. :ro 12... ')'() r~.qo_

I::<· <./o t;'.)..LIQ J<..t/0

LABORATORY REPORTS

December 23, 2016

Dear Order No:

RE:

Analytical Environmental Services, Inc. received samples on for the analyses presented in following report.

FAX:TEL:

2

No problems were encountered during the analyses. Additionally, all results for the associated

Quality Control samples were within EPA and/or AES established limits. Any discrepancies

associated with the analyses contained herein will be noted and submitted in the form of a

project Case Narrative.

AES’s accreditations are as follows:

-NELAC/Florida State Laboratory ID E87582 for analysis of Non-Potable Water, Solid &

Chemical Materials, and Drinking Water Microbiology, effective 07/01/16-06/30/17.

-NELAC/Louisiana Agency Interest No. 100818 for or analysis of Non-Potable Water and Solid

& Chemical Materials, effective 07/01/16-06/30/17.

-NELAC/Texas Certificate No. T104704509-16-6 for or analysis of Non-Potable Water and

Solid & Chemical Materials, effective 03/01/16-02/28/17.

-AIHA-LAP, LLC Laboratory ID: 100671 for Industrial Hygiene samples (Organics, Metals,

PCM Asbestos, Gravimetric), Environmental Lead (Paint, Soil, Dust Wipes, Air), and

Environmental Microbiology (Fungal) Direct Examination, effective until 09/01/17.

(404) 873-4761(404) 817-0183

Project Manager

1612G26

Bill UpdykeAMEC E&I, Inc. - Plasters2677 Buford Highway NEAtlanta GA 30324

Chamblee Nissan

Ioana Pacurar

12/15/2016 4:07:00 PM

Bill Updyke:

Page 1 of 23

of 23

• ANALYTICAL ENVIRONMENTAL SERVICES, INC 3080 Presidential Drive, Atlanta GA 30340-3704

AES TEL.: (770) 457-8177 I TOLL-FREE (800) 972-4889 I FAX: (770) 457-8188

OMPANY: ADDRESS:

If ? . 1)' ~ n~ o:J.( v nu ~l PHONE: L./Ji-f., ?)7- -:r.,.,..., I FAX:

v'""" ::> SAMPLED BY:

A {An J.1 1/.,.v SIGNATU~~~ ~£/'·::::v

I SAMPL.liiif" ~

# SAMPLEID E DATE TIME 0

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3 17! 0 !3 I C•t.--'V1 k 4

5

6

7

8

9

10

11

12

13

14

RELINQUISHED BY: DATE/TIME: RECEIVED BY:

-~ ~ .::; ~

0 .; 8 0.. s ~ ~ 0 u ~

(:;L•J

,;,.,;

DATE/TIME

~~/ -;~!Jr!JL /£67 ~a-fu ~ tZ-ftSft""

l.,tY\.Q/tt::u A I lo: 0\. v / I 2:

3: 3:

SPECIAL INSTRUCTIONS/COMMENTS: SHIPMENT METHOD:

OUT I I VIA:

IN

~1

FedEx VIA:

UPS MAIL COURIER

CHAIN OF CUSTODY Work Order:

Date: J~( J <5{1 ~ Page of

""''--! /ANALYSIS REQUESTED ~

' Visit our website

L "'~ www .aesatlanta.com (.... v-"'§r-v7 to check on the status of cj -::t: '·~ >: your results, place ~

" a St ~·~~ bottle orders, etc. ".§

" IS Q ~ '~'') 0 u ""' ,.....; ....; ~t; 0

~f:t "" 0 z PRESERVATION (See codes)

REMARKS

~ii ;;:.. tJ ., ........ .,

/( X X' X ~·

1::( ...-.1-

PROJECT INFORMATION RECEIPT

PROJECT NAM~~ L <2.hJ . .J.A.-· fl~ 5 rod"- Total# of Containers ?

PROJECT#: {rJI <- I. I 6 oc--lfo II Turnaround Time Request

SITE ADDRESS: , ~~ h-f.,/J.A... 1, V\ c·•{ 00 Standard 5 Business Days

\ MC't· ~1/--"- G 111 0 2 Business Day Rush

SEND REPORT TO: IS ( .tr.:>~:r7'1A... 5 f)c;~ \(}./!1 n.-.)11 0 Next Business Day Rush

INVOICE TO: ' i .; 0 Same Day Rush (auth req.)

(IF DIFFERENT FROM ABOVE) 00ther

'STATE PROGRAM (if any): ---E-mail? {,.. Fax?

GREYHOUND OTHER QUOTE#: PO#: DATAPACKAGE: I0 II Om ONO

SAMPLES RECEIVED AFTER 3PM OR SATURDAY ARE CONSIDERED AS RECEIVED ON THE NEXT BUSINESS DAY. IF NO TAT IS MARKED ON COC AES WILL PROCEED AS STANDARD TAT.

SAMPLES ARE DISPOSED OF 30 DAYS AFTER COMPLETION OF REPORT UNLESS OTHER ARRANGEMENTS ARE MADE.

MATRIX CODES: A= Air GW =Groundwater SE =Sediment SO= Soil SW =Surface Water WW =Waste Water W =Water (Blanks) DW =Drinking Water (Blanks) 0 =Other (specify)

PRESERVATIVE CODES: H+I =Hydrochloric acid+ ice I= Ice only N =Nitric acid S+I =Sulfuric acid+ ice S/M+I =Sodium Bisulfate/Methanol+ ice 0 =Other (specify) NA =None White Copy_ Original; Yellow Copy_ Client

1612G26-001

23-Dec-16Date:Analytical Environmental Services, Inc

Analyses Date AnalyzedDilution

FactorBatchIDUnitsQual

Reporting

LimitResult

Client:

Groundwater

12/15/2016 3:20:00 PM

AW-2

Matrix:

Collection Date:

Client Sample ID:

Chamblee Nissan

AMEC E&I, Inc. - Plasters

Lab ID:

Project Name:

Analyst

(SW5030B)TCL VOLATILE ORGANICS SW8260B

1,1,1-Trichloroethane BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

1,1,2,2-Tetrachloroethane BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN


1,1-Dichloroethane BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

1,1-Dichloroethene BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

1,2,4-Trichlorobenzene BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

1,2-Dibromo-3-chloropropane BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

1,2-Dibromoethane BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

1,2-Dichlorobenzene BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN


1,2-Dichloropropane BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN



2-Butanone BRL 50 ug/L 235170 1 12/19/2016 22:33 BN

2-Hexanone BRL 10 ug/L 235170 1 12/19/2016 22:33 BN

4-Methyl-2-pentanone BRL 10 ug/L 235170 1 12/19/2016 22:33 BN

Acetone BRL 50 ug/L 235170 1 12/19/2016 22:33 BN

Benzene BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Bromodichloromethane BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Bromoform BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Bromomethane BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Carbon disulfide BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Carbon tetrachloride BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Chlorobenzene BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Chloroethane BRL 10 ug/L 235170 1 12/19/2016 22:33 BN

Chloroform BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Chloromethane BRL 10 ug/L 235170 1 12/19/2016 22:33 BN

cis-1,2-Dichloroethene BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

cis-1,3-Dichloropropene BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Cyclohexane BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Dibromochloromethane BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Dichlorodifluoromethane BRL 10 ug/L 235170 1 12/19/2016 22:33 BN

Ethylbenzene BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Freon-113 BRL 10 ug/L 235170 1 12/19/2016 22:33 BN

Isopropylbenzene BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

m,p-Xylene BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Methyl acetate BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Methyl tert-butyl ether BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Methylcyclohexane BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Methylene chloride BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

o-Xylene BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Qualifiers: * Value exceeds maximum contaminant level

BRL Below reporting limit

H Holding times for preparation or analysis exceeded

N Analyte not NELAC certified

B Analyte detected in the associated method blank

E Estimated (value above quantitation range)

S Spike Recovery outside limits due to matrix

Narr See case narrative

NC Not confirmed

< Less than Result value

> Greater than Result value J Estimated value detected below Reporting LimitPage 3 of 23

1612G26-001




Reporting

LimitResult

Client:

Groundwater

12/15/2016 3:20:00 PM

AW-2

Matrix:

Collection Date:

Client Sample ID:

Chamblee Nissan


Lab ID:

Project Name:

Analyst


Styrene BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Tetrachloroethene BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Toluene BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

trans-1,2-Dichloroethene BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

trans-1,3-Dichloropropene BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Trichloroethene BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Trichlorofluoromethane BRL 5.0 ug/L 235170 1 12/19/2016 22:33 BN

Vinyl chloride BRL 2.0 ug/L 235170 1 12/19/2016 22:33 BN

Surr: 4-Bromofluorobenzene 101 66.1-129 %REC 235170 1 12/19/2016 22:33 BN

Surr: Dibromofluoromethane 97.4 83.6-123 %REC 235170 1 12/19/2016 22:33 BN

Surr: Toluene-d8 99.4 81.8-118 %REC 235170 1 12/19/2016 22:33 BN

(SW3005A)METALS, DISSOLVED SW6010D

Arsenic BRL 0.0500 mg/L 235186 1 12/20/2016 17:32 JL

Barium BRL 0.0200 mg/L 235186 1 12/20/2016 17:32 JL

Cadmium BRL 0.0050 mg/L 235186 1 12/20/2016 17:32 JL

Chromium BRL 0.0100 mg/L 235186 1 12/20/2016 17:32 JL

Lead BRL 0.0100 mg/L 235186 1 12/20/2016 17:32 JL

Selenium BRL 0.0200 mg/L 235186 1 12/20/2016 17:32 JL

Silver BRL 0.0100 mg/L 235186 1 12/20/2016 17:32 JL

(SW7470A)Mercury, Total SW7470A

Mercury BRL 0.00020 mg/L 235047 1 12/19/2016 14:43 JR

(SW7470A)Mercury, Dissolved SW7470A

Mercury BRL 0.00020 mg/L 235217 1 12/21/2016 14:47 JR

(SW3510C) POLYAROMATIC HYDROCARBONS SW8270D

Naphthalene BRL 10 ug/L 235132 1 12/22/2016 15:45 RF

Acenaphthylene BRL 10 ug/L 235132 1 12/22/2016 15:45 RF

1-Methylnaphthalene BRL 10 ug/L 235132 1 12/22/2016 15:45 RF

2-Methylnaphthalene BRL 10 ug/L 235132 1 12/22/2016 15:45 RF

Acenaphthene BRL 10 ug/L 235132 1 12/22/2016 15:45 RF

Fluorene BRL 10 ug/L 235132 1 12/22/2016 15:45 RF

Phenanthrene BRL 10 ug/L 235132 1 12/22/2016 15:45 RF

Anthracene BRL 10 ug/L 235132 1 12/22/2016 15:45 RF

Fluoranthene BRL 10 ug/L 235132 1 12/22/2016 15:45 RF

Pyrene BRL 10 ug/L 235132 1 12/22/2016 15:45 RF

Benz(a)anthracene BRL 10 ug/L 235132 1 12/22/2016 15:45 RF

Chrysene BRL 10 ug/L 235132 1 12/22/2016 15:45 RF

Benzo(b)fluoranthene BRL 10 ug/L 235132 1 12/22/2016 15:45 RF









NC Not confirmed



1612G26-001




Reporting

LimitResult

Client:

Groundwater

12/15/2016 3:20:00 PM

AW-2

Matrix:

Collection Date:

Client Sample ID:

Chamblee Nissan


Lab ID:

Project Name:

Analyst

(SW3510C) POLYAROMATIC HYDROCARBONS SW8270D

Benzo(k)fluoranthene BRL 10 ug/L 235132 1 12/22/2016 15:45 RF

Benzo(a)pyrene BRL 10 ug/L 235132 1 12/22/2016 15:45 RF

Dibenz(a,h)anthracene BRL 10 ug/L 235132 1 12/22/2016 15:45 RF

Benzo(g,h,i)perylene BRL 10 ug/L 235132 1 12/22/2016 15:45 RF

Indeno(1,2,3-cd)pyrene BRL 10 ug/L 235132 1 12/22/2016 15:45 RF

Surr: Nitrobenzene-d5 95.2 56.9-120 %REC 235132 1 12/22/2016 15:45 RF

Surr: 2-Fluorobiphenyl 84.5 55.6-120 %REC 235132 1 12/22/2016 15:45 RF

Surr: 4-Terphenyl-d14 76.6 45.7-120 %REC 235132 1 12/22/2016 15:45 RF

(SW3010A) METALS, TOTAL SW6010D

Arsenic BRL 0.0500 mg/L 235113 1 12/20/2016 18:41 IO

Barium BRL 0.0200 mg/L 235113 1 12/20/2016 18:41 IO

Cadmium BRL 0.0050 mg/L 235113 1 12/20/2016 18:41 IO

Chromium BRL 0.0100 mg/L 235113 1 12/20/2016 18:41 IO

Lead BRL 0.0100 mg/L 235113 1 12/20/2016 18:41 IO

Selenium BRL 0.0200 mg/L 235113 1 12/20/2016 18:41 IO

Silver BRL 0.0100 mg/L 235113 1 12/20/2016 18:41 IO









NC Not confirmed



1612G26-002




Reporting

LimitResult

Client:

Aqueous

12/15/2016

TRIP BLANK

Matrix:

Collection Date:

Client Sample ID:

Chamblee Nissan


Lab ID:

Project Name:

Analyst



1,1,2,2-Tetrachloroethane BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN



1,1-Dichloroethene BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

1,2,4-Trichlorobenzene BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

1,2-Dibromo-3-chloropropane BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

1,2-Dibromoethane BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN



1,2-Dichloropropane BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN



2-Butanone BRL 50 ug/L 235170 1 12/19/2016 13:07 BN

2-Hexanone BRL 10 ug/L 235170 1 12/19/2016 13:07 BN

4-Methyl-2-pentanone BRL 10 ug/L 235170 1 12/19/2016 13:07 BN

Acetone BRL 50 ug/L 235170 1 12/19/2016 13:07 BN

Benzene BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Bromodichloromethane BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Bromoform BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Bromomethane BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Carbon disulfide BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Carbon tetrachloride BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Chlorobenzene BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Chloroethane BRL 10 ug/L 235170 1 12/19/2016 13:07 BN

Chloroform BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Chloromethane BRL 10 ug/L 235170 1 12/19/2016 13:07 BN

cis-1,2-Dichloroethene BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

cis-1,3-Dichloropropene BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Cyclohexane BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Dibromochloromethane BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Dichlorodifluoromethane BRL 10 ug/L 235170 1 12/19/2016 13:07 BN

Ethylbenzene BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Freon-113 BRL 10 ug/L 235170 1 12/19/2016 13:07 BN

Isopropylbenzene BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

m,p-Xylene BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Methyl acetate BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Methyl tert-butyl ether BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Methylcyclohexane BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Methylene chloride BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

o-Xylene BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN









NC Not confirmed



1612G26-002




Reporting

LimitResult

Client:

Aqueous

12/15/2016

TRIP BLANK

Matrix:

Collection Date:

Client Sample ID:

Chamblee Nissan


Lab ID:

Project Name:

Analyst


Styrene BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Tetrachloroethene BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Toluene BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

trans-1,2-Dichloroethene BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

trans-1,3-Dichloropropene BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Trichloroethene BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Trichlorofluoromethane BRL 5.0 ug/L 235170 1 12/19/2016 13:07 BN

Vinyl chloride BRL 2.0 ug/L 235170 1 12/19/2016 13:07 BN

Surr: 4-Bromofluorobenzene 99.3 66.1-129 %REC 235170 1 12/19/2016 13:07 BN

Surr: Dibromofluoromethane 122 83.6-123 %REC 235170 1 12/19/2016 13:07 BN

Surr: Toluene-d8 116 81.8-118 %REC 235170 1 12/19/2016 13:07 BN









NC Not confirmed



of 23

Analytical Environmental Services, Inc.

Sample/Cooler Receipt Checklist

Work OrderNumber ___ -L.?~(():...!.(..J..'Z::...::G::::..., .!:t:.!::'V:::..___

Carrier name: FedEx Courier Client /US Mail Other ____ _

Shipping container/cooler :in good condition? Yes~ No Not Present

Custody seals :intact on ~hipping container/cooler? Yes No

Custody seals :intact on sample bottles? Yes _ No

Conta:inertremp Blank temperature in compliance? (O",S6"C)* Yes /No

NotPresent v

NotPresent v----Cooler #1 (9J Cooler #2 __ _ Cooler #3 __ _

Co7 Cooler#5

No Yes~ Yes No

Yes7 No

y~~ No

Yes No

Yes/ No

Cooler #6 __ _

Chain of custody present?

Chain of custody signed when relinquished and received?

Chain of custody agrees with sample labels?

Samples :in proper container/bottle?

Sample containers :intact?

Sufficient sample volume for :indicated test?

Y~~No_ Yes_ No_

All samples received within holding time?

Was TAT marked on the COC?

Proceed with' Standard TAT as per project history? Yes No Not Applicable/

Water- VOA vialshavezeroheadspace? NoVOA vials submitted_/ Yes ~ No

Water-pHacceptableuponreceipt? Yes/ No NotApplicable_

/ Adjusted? Checked by -"_-

Sample Condition: Good/ Other(Expla:in) ______________ --;'.::..._ __

(For diffusive samples or AlHA lead) Is a known blank included? Yes No

See Case Narrative for resolution of the Non-Conformance.

* Samples do not have to comply with the given :range for certain parameters.

\\Aes _sezver\1\Sample Receipt\My Documents\COCs and pH Adjustment Sheet\Sample_ ~ooler_Recipt_ Checklist _Revl.rtf


Client:

Dates ReportLab Order:

Project Name:

Lab Sample ID Client Sample ID Test NameCollection Date Matrix TCLP Date Prep Date Analysis Date

1612G26

Chamblee Nissan


1612G26-001A AW-2 12/15/2016 3:20:00PM Groundwater TCL VOLATILE ORGANICS 12/19/2016 10:12:00 AM 12/19/2016

1612G26-001B AW-2 12/15/2016 3:20:00PM Groundwater POLYNUCLEAR AROMATIC HYDROCARBONS 12/21/2016 9:00:00 AM 12/22/2016

1612G26-001C AW-2 12/15/2016 3:20:00PM Groundwater DISSOLVED METALS BY ICP 12/20/2016 1:37:00 PM 12/20/2016

1612G26-001C AW-2 12/15/2016 3:20:00PM Groundwater MERCURY, DISSOLVED 12/21/2016 10:02:00 AM 12/21/2016

1612G26-001D AW-2 12/15/2016 3:20:00PM Groundwater TOTAL METALS BY ICP 12/19/2016 4:52:00 PM 12/20/2016

1612G26-001D AW-2 12/15/2016 3:20:00PM Groundwater TOTAL MERCURY 12/19/2016 9:58:00 AM 12/19/2016

1612G26-002A TRIP BLANK 12/15/2016 12:00:00AM Aqueous TCL VOLATILE ORGANICS 12/19/2016 10:12:00 AM 12/19/2016

Page 9 of 23


Client:

BatchID:Workorder:

Project Name:ANALYTICAL QC SUMMARY REPORT

Chamblee Nissan

1612G26


235047

RPT Limit QualAnalyte Result SPK value SPK Ref Val %REC Low Limit High Limit RPD Ref Val %RPD RPD Limit

SampleType: BatchID: Analysis Date: Seq No:TestCode: 235047MBLK 12/19/2016Mercury, Total SW7470A

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 12/19/2016 332503MB-235047

7243138

Mercury 0.00020BRL


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235047LCS 12/19/2016Mercury, Total SW7470A

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 12/19/2016 332503LCS-235047

7243139

Mercury 0.000200.005085 0.0050 102 80 120


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235047MS 12/19/2016Mercury, Total SW7470A

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 12/19/2016 3325031612E42-001AMS

7243141

Mercury 0.000200.005162 0.0050 103 70 130


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235047MSD 12/19/2016Mercury, Total SW7470A

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 12/19/2016 3325031612E42-001AMSD

7243142

Mercury 0.000200.005162 200.0050 103 70 130 0.005162 0.010

Qualifiers:

J Estimated value detected below Reporting Limit

BRL Below reporting limit H Holding times for preparation or analysis exceeded





< Less than Result value> Greater than Result value

R RPD outside limits due to matrix

Rpt Lim Reporting LimitPage 10 of 23


Client:

BatchID:Workorder:


Chamblee Nissan

1612G26


235113


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235113MBLK 12/20/2016 METALS, TOTAL SW6010D


7245436

Arsenic 0.0500BRL

Barium 0.0200BRL

Cadmium 0.0050BRL

Chromium 0.0100BRL

Lead 0.0100BRL

Selenium 0.0200BRL

Silver 0.0100BRL


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235113LCS 12/20/2016 METALS, TOTAL SW6010D


7245437

Arsenic 0.05001.039 1.000 104 80 120

Barium 0.02001.038 1.000 104 80 120

Cadmium 0.00501.044 1.000 104 80 120

Chromium 0.01001.029 1.000 103 80 120

Lead 0.01001.036 1.000 104 80 120

Selenium 0.02001.051 1.000 105 80 120

Silver 0.01000.1037 0.1000 104 80 120


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235113MS 12/20/2016 METALS, TOTAL SW6010D

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 12/19/2016 3325891612F50-002AMS

7245453

Arsenic 0.05001.010 1.000 101 75 125

Barium 0.02000.9988 1.000 0.03473 96.4 75 125

Cadmium 0.00500.9998 1.000 100.0 75 125

Chromium 0.01000.9674 1.000 96.7 75 125

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612G26


235113


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235113MS 12/20/2016 METALS, TOTAL SW6010D

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 12/19/2016 3325891612F50-002AMS

7245453

Lead 0.01000.9539 1.000 95.4 75 125

Selenium 0.02001.020 1.000 0.007308 101 75 125

Silver 0.01000.09837 0.1000 98.4 75 125


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235113MSD 12/20/2016 METALS, TOTAL SW6010D

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 12/19/2016 3325891612F50-002AMSD

7245457

Arsenic 0.05001.041 201.000 104 75 125 1.010 2.98

Barium 0.02001.023 201.000 0.03473 98.8 75 125 0.9988 2.38

Cadmium 0.00501.027 201.000 103 75 125 0.9998 2.69

Chromium 0.01000.9918 201.000 99.2 75 125 0.9674 2.50

Lead 0.01000.9840 201.000 98.4 75 125 0.9539 3.11

Selenium 0.02001.056 201.000 0.007308 105 75 125 1.020 3.52

Silver 0.01000.1003 200.1000 100 75 125 0.09837 1.99

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612G26


235132


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235132MBLK 12/21/2016 POLYAROMATIC HYDROCARBONS SW8270D

Units: Prep Date:Sample ID: Client ID: Run No:ug/L 12/21/2016 332705MB-235132

7249978

1-Methylnaphthalene 10BRL

2-Methylnaphthalene 10BRL

Acenaphthene 10BRL

Acenaphthylene 10BRL

Anthracene 10BRL

Benz(a)anthracene 10BRL

Benzo(a)pyrene 10BRL

Benzo(b)fluoranthene 10BRL

Benzo(g,h,i)perylene 10BRL

Benzo(k)fluoranthene 10BRL

Chrysene 10BRL

Dibenz(a,h)anthracene 10BRL

Fluoranthene 10BRL

Fluorene 10BRL

Indeno(1,2,3-cd)pyrene 10BRL

Naphthalene 10BRL

Phenanthrene 10BRL

Pyrene 10BRL

Surr: 2-Fluorobiphenyl 040.73 50.00 81.5 55.6 120

Surr: 4-Terphenyl-d14 042.77 50.00 85.5 45.7 120

Surr: Nitrobenzene-d5 050.59 50.00 101 56.9 120


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235132LCS 12/21/2016 POLYAROMATIC HYDROCARBONS SW8270D

Units: Prep Date:Sample ID: Client ID: Run No:ug/L 12/21/2016 332705LCS-235132

7249979

1-Methylnaphthalene 1040.79 50.00 81.6 67.6 120

2-Methylnaphthalene 1037.28 50.00 74.6 65.5 120

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612G26


235132


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235132LCS 12/21/2016 POLYAROMATIC HYDROCARBONS SW8270D


7249979

Acenaphthene 1045.55 50.00 91.1 70 120

Acenaphthylene 1046.52 50.00 93.0 70 120

Anthracene 1051.78 50.00 104 70 120

Benz(a)anthracene 1048.48 50.00 97.0 70 117

Benzo(a)pyrene 1049.00 50.00 98.0 70 117

Benzo(b)fluoranthene 1049.43 50.00 98.9 70 130

Benzo(g,h,i)perylene 1045.00 50.00 90.0 68.6 127

Benzo(k)fluoranthene 1043.59 50.00 87.2 70 120

Chrysene 1048.13 50.00 96.3 70 120

Dibenz(a,h)anthracene 1043.11 50.00 86.2 64.3 123

Fluoranthene 1051.17 50.00 102 70 120

Fluorene 1041.67 50.00 83.3 70 120

Indeno(1,2,3-cd)pyrene 1045.05 50.00 90.1 66.5 123

Naphthalene 1040.06 50.00 80.1 64.1 120

Phenanthrene 1048.63 50.00 97.3 70 120

Pyrene 1046.08 50.00 92.2 70 120


Surr: 4-Terphenyl-d14 038.24 50.00 76.5 45.7 120

Surr: Nitrobenzene-d5 047.21 50.00 94.4 56.9 120


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235132MS 12/22/2016 POLYAROMATIC HYDROCARBONS SW8270D

Units: Prep Date:Sample ID: Client ID: Run No:ug/L 12/21/2016 3328481612J04-001BMS

7252799

1-Methylnaphthalene 1074.36 50.00 31.78 85.2 57.6 120

2-Methylnaphthalene 1087.34 50.00 48.21 78.3 52.1 120

Acenaphthene 1045.74 50.00 91.5 56.5 119

Acenaphthylene 1045.93 50.00 91.9 60.6 120

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612G26


235132




7252799

Anthracene 1046.78 50.00 1.690 90.2 60 121

Benz(a)anthracene 1047.47 50.00 94.9 70.9 122

Benzo(a)pyrene 1047.43 50.00 94.9 61.2 122

Benzo(b)fluoranthene 1048.38 50.00 96.8 66 133

Benzo(g,h,i)perylene 1045.42 50.00 90.8 59 131

Benzo(k)fluoranthene 1043.91 50.00 87.8 64 120

Chrysene 1045.69 50.00 91.4 70.8 120

Dibenz(a,h)anthracene 1043.77 50.00 87.5 55.5 127

Fluoranthene 1048.41 50.00 96.8 71.9 121

Fluorene 1045.75 50.00 91.5 64.4 118

Indeno(1,2,3-cd)pyrene 1044.16 50.00 88.3 58.1 128

Phenanthrene 1047.55 50.00 1.670 91.8 70.7 120

Pyrene 1047.28 50.00 94.6 60.9 123


Surr: 4-Terphenyl-d14 040.31 50.00 80.6 45.7 120

Surr: Nitrobenzene-d5 046.17 50.00 92.3 56.9 120




7254436

Naphthalene 50189.6 50.00 143.2 93.0 51.3 120


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235132MSD 12/22/2016 POLYAROMATIC HYDROCARBONS SW8270D

Units: Prep Date:Sample ID: Client ID: Run No:ug/L 12/21/2016 3328481612J04-001BMSD

7252800

1-Methylnaphthalene 1070.75 23.350.00 31.78 77.9 57.6 120 74.36 4.98

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612G26


235132




7252800

2-Methylnaphthalene 1084.20 2450.00 48.21 72.0 52.1 120 87.34 3.66

Acenaphthene 1044.58 20.750.00 89.2 56.5 119 45.74 2.57

Acenaphthylene 1045.71 20.550.00 91.4 60.6 120 45.93 0.480

Anthracene 1048.60 22.450.00 1.690 93.8 60 121 46.78 3.82

Benz(a)anthracene 1048.18 18.650.00 96.4 70.9 122 47.47 1.48

Benzo(a)pyrene 1047.01 22.250.00 94.0 61.2 122 47.43 0.889

Benzo(b)fluoranthene 1048.11 19.350.00 96.2 66 133 48.38 0.560

Benzo(g,h,i)perylene 1044.62 20.550.00 89.2 59 131 45.42 1.78

Benzo(k)fluoranthene 1043.94 19.750.00 87.9 64 120 43.91 0.068

Chrysene 1045.94 17.450.00 91.9 70.8 120 45.69 0.546

Dibenz(a,h)anthracene 1041.98 22.650.00 84.0 55.5 127 43.77 4.17

Fluoranthene 1049.29 2050.00 98.6 71.9 121 48.41 1.80

Fluorene 1045.06 19.950.00 90.1 64.4 118 45.75 1.52

Indeno(1,2,3-cd)pyrene 1044.85 20.850.00 89.7 58.1 128 44.16 1.55

Phenanthrene 1048.19 2050.00 1.670 93.0 70.7 120 47.55 1.34

Pyrene 1048.33 18.650.00 96.7 60.9 123 47.28 2.20

Surr: 2-Fluorobiphenyl 037.87 050.00 75.7 55.6 120 38.27 0

Surr: 4-Terphenyl-d14 038.66 050.00 77.3 45.7 120 40.31 0

Surr: Nitrobenzene-d5 045.57 050.00 91.1 56.9 120 46.17 0




7254437

Naphthalene 50183.4 21.550.00 143.2 80.6 51.3 120 183.4 0

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612G26


235170


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235170MBLK 12/19/2016TCL VOLATILE ORGANICS SW8260B


7244253

1,1,1-Trichloroethane 5.0BRL

1,1,2,2-Tetrachloroethane 5.0BRL

1,1,2-Trichloroethane 5.0BRL

1,1-Dichloroethane 5.0BRL

1,1-Dichloroethene 5.0BRL

1,2,4-Trichlorobenzene 5.0BRL

1,2-Dibromo-3-chloropropane 5.0BRL

1,2-Dibromoethane 5.0BRL

1,2-Dichlorobenzene 5.0BRL

1,2-Dichloroethane 5.0BRL

1,2-Dichloropropane 5.0BRL



2-Butanone 50BRL

2-Hexanone 10BRL

4-Methyl-2-pentanone 10BRL

Acetone 50BRL

Benzene 5.0BRL

Bromodichloromethane 5.0BRL

Bromoform 5.0BRL

Bromomethane 5.0BRL

Carbon disulfide 5.0BRL

Carbon tetrachloride 5.0BRL

Chlorobenzene 5.0BRL

Chloroethane 10BRL

Chloroform 5.0BRL

Chloromethane 10BRL

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612G26


235170


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235170MBLK 12/19/2016TCL VOLATILE ORGANICS SW8260B


7244253

cis-1,2-Dichloroethene 5.0BRL

cis-1,3-Dichloropropene 5.0BRL

Cyclohexane 5.0BRL

Dibromochloromethane 5.0BRL

Dichlorodifluoromethane 10BRL

Ethylbenzene 5.0BRL

Freon-113 10BRL

Isopropylbenzene 5.0BRL

m,p-Xylene 5.0BRL

Methyl acetate 5.0BRL

Methyl tert-butyl ether 5.0BRL

Methylcyclohexane 5.0BRL

Methylene chloride 5.0BRL

o-Xylene 5.0BRL

Styrene 5.0BRL

Tetrachloroethene 5.0BRL

Toluene 5.0BRL

trans-1,2-Dichloroethene 5.0BRL

trans-1,3-Dichloropropene 5.0BRL

Trichloroethene 5.0BRL

Trichlorofluoromethane 5.0BRL

Vinyl chloride 2.0BRL

Surr: 4-Bromofluorobenzene 049.89 50.00 99.8 66.1 129

Surr: Dibromofluoromethane 051.32 50.00 103 83.6 123

Surr: Toluene-d8 051.49 50.00 103 81.8 118

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612G26


235170


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235170LCS 12/19/2016TCL VOLATILE ORGANICS SW8260B


7244254

1,1-Dichloroethene 5.040.71 50.00 81.4 68 139

Benzene 5.043.79 50.00 87.6 74 125

Chlorobenzene 5.045.68 50.00 91.4 75.7 123

Toluene 5.043.46 50.00 86.9 75.9 126

Trichloroethene 5.044.76 50.00 89.5 70.6 129

Surr: 4-Bromofluorobenzene 049.59 50.00 99.2 66.1 129

Surr: Dibromofluoromethane 051.21 50.00 102 83.6 123

Surr: Toluene-d8 050.60 50.00 101 81.8 118


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235170MS 12/19/2016TCL VOLATILE ORGANICS SW8260B

Units: Prep Date:Sample ID: Client ID: Run No:ug/L 12/19/2016 3325301612F59-005AMS

7244639

1,1-Dichloroethene 250025890 25000 104 64.3 149

Benzene 250024670 25000 98.7 71.6 132

Chlorobenzene 250024990 25000 100.0 73.1 126

Toluene 250025690 25000 103 72.5 135

Trichloroethene 250025360 25000 101 70.2 132

Surr: 4-Bromofluorobenzene 026180 25000 105 66.1 129

Surr: Dibromofluoromethane 025240 25000 101 83.6 123

Surr: Toluene-d8 025160 25000 101 81.8 118


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235170MSD 12/19/2016TCL VOLATILE ORGANICS SW8260B

Units: Prep Date:Sample ID: Client ID: Run No:ug/L 12/19/2016 3325301612F59-005AMSD

7244640

1,1-Dichloroethene 250026720 30.825000 107 64.3 149 25890 3.17

Benzene 250026230 20.725000 105 71.6 132 24670 6.15

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612G26


235170


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235170MSD 12/19/2016TCL VOLATILE ORGANICS SW8260B

Units: Prep Date:Sample ID: Client ID: Run No:ug/L 12/19/2016 3325301612F59-005AMSD

7244640

Chlorobenzene 250024790 26.625000 99.1 73.1 126 24990 0.824

Toluene 250027430 23.225000 110 72.5 135 25690 6.53

Trichloroethene 250024970 27.725000 99.9 70.2 132 25360 1.55

Surr: 4-Bromofluorobenzene 025710 025000 103 66.1 129 26180 0

Surr: Dibromofluoromethane 027810 025000 111 83.6 123 25240 0

Surr: Toluene-d8 027400 025000 110 81.8 118 25160 0

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612G26


235186


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235186MBLK 12/20/2016METALS, DISSOLVED SW6010D


7246766

Arsenic 0.0500BRL

Barium 0.0200BRL

Cadmium 0.0050BRL

Chromium 0.0100BRL

Lead 0.0100BRL

Selenium 0.0200BRL

Silver 0.0100BRL


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235186LCS 12/20/2016METALS, DISSOLVED SW6010D


7246767

Arsenic 0.05001.054 1.000 105 80 120

Barium 0.02001.011 1.000 101 80 120

Cadmium 0.00501.050 1.000 105 80 120

Chromium 0.01001.002 1.000 100 80 120

Lead 0.01001.021 1.000 102 80 120

Selenium 0.02001.180 1.000 118 80 120

Silver 0.01000.1028 0.1000 103 80 120


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235186MS 12/20/2016METALS, DISSOLVED SW6010D

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 12/20/2016 3326371612D84-007DMS

7246769

Arsenic 0.05001.026 1.000 0.03438 99.1 75 125

Barium 0.02000.9220 1.000 0.07456 84.7 75 125

Cadmium 0.00500.9532 1.000 0.001430 95.2 75 125

Chromium 0.01000.8614 1.000 0.001170 86.0 75 125

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612G26


235186


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235186MS 12/20/2016METALS, DISSOLVED SW6010D

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 12/20/2016 3326371612D84-007DMS

7246769

Lead 0.01000.8517 1.000 85.2 75 125

Selenium 0.02001.131 1.000 0.02301 111 75 125

Silver 0.01000.09338 0.1000 93.4 75 125


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235186MSD 12/20/2016METALS, DISSOLVED SW6010D

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 12/20/2016 3326371612D84-007DMSD

7246770

Arsenic 0.05001.052 201.000 0.03438 102 75 125 1.026 2.55

Barium 0.02000.9294 201.000 0.07456 85.5 75 125 0.9220 0.802

Cadmium 0.00500.9584 201.000 0.001430 95.7 75 125 0.9532 0.547

Chromium 0.01000.8669 201.000 0.001170 86.6 75 125 0.8614 0.631

Lead 0.01000.8591 201.000 85.9 75 125 0.8517 0.865

Selenium 0.02001.131 201.000 0.02301 111 75 125 1.131 0.079

Silver 0.01000.09428 200.1000 94.3 75 125 0.09338 0.959

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612G26


235217


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235217MBLK 12/21/2016Mercury, Dissolved SW7470A


7249263

Mercury 0.00020BRL


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235217LCS 12/21/2016Mercury, Dissolved SW7470A


7249264

Mercury 0.000200.004896 0.0050 97.9 80 120


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235217MS 12/21/2016Mercury, Dissolved SW7470A

AW-2 Units: Prep Date:Sample ID: Client ID: Run No:mg/L 12/21/2016 3327501612G26-001CMS

7249266

Mercury 0.000200.003940 0.0050 78.8 70 130


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235217MSD 12/21/2016Mercury, Dissolved SW7470A

AW-2 Units: Prep Date:Sample ID: Client ID: Run No:mg/L 12/21/2016 3327501612G26-001CMSD

7249267

Mercury 0.000200.003882 200.0050 77.6 70 130 0.003940 1.49

Qualifiers:










December 22, 2016

Dear Order No:

RE:

Analytical Environmental Services, Inc. received samples on for the analyses presented in following report.

FAX:TEL:

5

No problems were encountered during the analyses. Additionally, all results for the associated

Quality Control samples were within EPA and/or AES established limits. Any discrepancies

associated with the analyses contained herein will be noted and submitted in the form of a

project Case Narrative.

AES’s accreditations are as follows:

-NELAC/Florida State Laboratory ID E87582 for analysis of Non-Potable Water, Solid &

Chemical Materials, and Drinking Water Microbiology, effective 07/01/16-06/30/17.

-NELAC/Louisiana Agency Interest No. 100818 for or analysis of Non-Potable Water and Solid

& Chemical Materials, effective 07/01/16-06/30/17.

-NELAC/Texas Certificate No. T104704509-16-6 for or analysis of Non-Potable Water and

Solid & Chemical Materials, effective 03/01/16-02/28/17.

-AIHA-LAP, LLC Laboratory ID: 100671 for Industrial Hygiene samples (Organics, Metals,

PCM Asbestos, Gravimetric), Environmental Lead (Paint, Soil, Dust Wipes, Air), and

Environmental Microbiology (Fungal) Direct Examination, effective until 09/01/17.

(404) 873-4761(404) 817-0183

Project Manager

1612E44

Bill UpdykeAMEC E&I, Inc. - Plasters2677 Buford Highway NEAtlanta GA 30324

Chamblee Nissan

Ioana Pacurar

12/14/2016 4:27:00 PM

Bill Updyke:

Page 1 of 18

of 18

ANALYTICAL ENVIRONMENTAL SERVICES, INC CHAIN OF CUSTODY Work Order:

3080 Presidential Drive, Atlanta GA 30340-3704

Date: (L/I'i//~ PageL of L AES TEL.: (770) 457-8177 I TOLL-FREE (800) 972-4889 IF AX: (770) 457-8188

COMPANY: ADDRESS: js ~ }J ~j' (f J\w~/

ANALYSIS REQUESTED Visit our website

l ""' ·~

\ www.aesatlanta.com ~ ~ f I~ ~

to check on the status of I"'' lj PHONE: (ju 1_/ ll"l-Ol~ .) FAX: your results, place ~ ~~·~ -~

.s

SAMPLED BY:g. Vf ok'! 0-- SIGNAl~ ~ __..,., ~ i bottle orders, etc. g

~~ 1 I~ ·-........ 0

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SAMPLED ~ ~:;; "" -~ ~ 0

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0 PRESERVATION (See codes) P. "' " DATE TIME s :;E ~

IH~~ 1/v c £ REMARKS 0

1:? 0 u ~ } ' I /IIJ-Z- '~ 1.. f l;:i./NIIi. fv,YO /( 5· x I 2 /Jt.;-2. a::.? /t.' 11U1~/J(.., JD3l X <:6 !X I 3 r/JLJ- ~ 112. /; ~lillr 12SU )( ccJ X ''i X IX ')( >( x ~ 4 Y'VI (,J. I (p \1) ft:_l/0 X Ct) v X X x; X lx lx· < > 5 /J,. (/,j r ;z./NIIt I S""2....tc:.; IX c~.J X X .X x 'x )( I"< -)~

6

7 -r; 1 fJ 6iay·:IL &-J x -:L. 8

9

10

ll

12

13

14

RELINQUISHED BY: DATEff!ME: RECEpfED)Y\ DjlTEIJIME PROJECT INFORMATION RECEIPT

~?/;'/;/@ JC2 7 Ii j/) I %'Cf!r~ PROJECT NAME: l'lrt /Cj fk~{(.,ge -: .. ~ (_'f?olfl 1i,l1- ;t/15 Xt"'~ Total# of Containers b:l ; ;;;J.:7J!

2: ' 7 2(/ ~ () c < ( PROJECT#: ~ I'L 1&1 CvZfv II Turnaround Time Request I

SITEADDRESS:1~~~ 7 1tl.(Jf-r/i:ApfvJ' ~Standard 5 Business Days 3: 3: ( }!?''""'" r.~~.l GJ4' 0 2 Business Day Rush

SEND REPORT TO: '!. C/..-1:7 1/&.1 /("" <;'filillii/i bor+ ONext Business Day Rush

SPECIAL INSTRUCTIONS/COMMENTS: SHIPMENT METHOD: INVOICE TO: 0 Same Day Rush (a nth req.)

OUT I I VIA: (IF DIFFERENT FROM ABOVE) 00ther cc--, VIA: ·sTATE PROGRAM (if any): --·

~.../tedEx UPS MAIL COURIER E-mail? Fax?

- YHOUND OTHER QUOTE#: PO#: DATAPACKAGE: 10 II Om 0IV0

SAMPLES RECEIVED AFTER 3PM OR SATURDAY ARE CONSIDERED AS RECEIVED ON THE NEXT BUSINESS DAY. IF NO TAT IS MARKED ON COC AES WILL PROCEED AS STANDARD TAT.

lsAMPLES ARE DISPOSED OF 30 DAYS AFTER COMPLETION OF REPORT UNLESS OTHER ARRANGEMENTS ARE MADE.

MATRJX CODES: A= Air GW =Groundwater SE =Sediment SO= Soil SW =Surface Water WW =Waste Water W =Water (Blanks) DW =Drinking Water (Blanks) 0 =Other (specify)

PRESERVATIVE CODES: H+I =Hydrochloric acid+ ice I= Ice only N =Nitric acid S+I =Sulfuric acid+ ice S/M+l = SodiumBisulfatefMethanol +ice 0= Other (specify) NA=None White Copy_ Original; Yellow Copy- Client


Client:

Case NarrativeChamblee Nissan


Lab ID:

Project:

1612E44

Sample Receiving Non-conformance:

A Trip Blank was received that was indicated for Methane, Ethane, and Ethene analysis on the COC. The Trip Blank was

placed on hold since no Volatile Organic Analyses were requested. Analysis was not required per Bill Updyke via email

12/16/2016 6:33pm.

Ferrous Iron by SM3500Fe-B:

Method 3500Fe-B as listed in Standard Methods for the Examination of Water and Wastewater 22nd Edition is applicable for

analyzing Ferrous Iron in the field. Samples were analyzed in the laboratory which is a deviation from the method.

Page 3 of 18

1612E44-001




Reporting

LimitResult

Client:

Soil

12/14/2016 10:30:00 AM

AW-2 AT 2'

Matrix:

Collection Date:

Client Sample ID:

Chamblee Nissan


Lab ID:

Project Name:

Analyst

(SW9060 Modified)Total Organic Carbon SW9060A Modified

Total Organic Carbon (TOC) 1240 500 mg/Kg-dry 235292 1 12/21/2016 17:23 JW









NC Not confirmed



1612E44-002




Reporting

LimitResult

Client:

Soil

12/14/2016 10:35:00 AM

AW-2 AT 16'

Matrix:

Collection Date:

Client Sample ID:

Chamblee Nissan


Lab ID:

Project Name:

Analyst

(SW9060 Modified)Total Organic Carbon SW9060A Modified

Total Organic Carbon (TOC) 9230 500 mg/Kg-dry 235292 1 12/21/2016 18:00 JW









NC Not confirmed



1612E44-003




Reporting

LimitResult

Client:

Groundwater

12/14/2016 12:50:00 PM

MW-5

Matrix:

Collection Date:

Client Sample ID:

Chamblee Nissan


Lab ID:

Project Name:

Analyst

Sulfide by SM4500-S2-F

Sulfide BRL 1.00 mg/L R332787 1 12/20/2016 15:18 BD

ION SCAN SW9056A

Chloride 22 2.0 mg/L R332585 2 12/15/2016 09:44 JW

Nitrate BRL 0.25 mg/L R332585 1 12/14/2016 17:30 JW

Nitrite BRL 0.25 mg/L R332585 1 12/14/2016 17:30 JW

Sulfate BRL 1.0 mg/L R332585 1 12/14/2016 17:30 JW

(RSK175)GC Analysis of Gaseous Samples SOP-RSK 175

Ethane BRL 9.0 ug/L 234894 1 12/16/2016 15:02 EI

Ethylene BRL 7.0 ug/L 234894 1 12/16/2016 15:02 EI

Methane 2200 80 ug/L 234894 20 12/16/2016 16:12 EI

Ferrous Iron SM3500-Fe-B

Iron, as Ferrous (Fe+2) 75.5 5.00 mg/L R332529 50 12/14/2016 17:00 SM

Alkalinity by SM2320B

Alkalinity, Total (As CaCO3) 22.0 3.00 mg/L R332630 1 12/21/2016 10:30 BD









NC Not confirmed



1612E44-004




Reporting

LimitResult

Client:

Groundwater

12/14/2016 2:10:00 PM

MW-16

Matrix:

Collection Date:

Client Sample ID:

Chamblee Nissan


Lab ID:

Project Name:

Analyst



ION SCAN SW9056A

Chloride 40 5.0 mg/L R332585 5 12/15/2016 09:59 JW

Nitrate 1.8 0.25 mg/L R332585 1 12/14/2016 17:45 JW


Sulfate 7.1 1.0 mg/L R332585 1 12/14/2016 17:45 JW


Ethane BRL 9.0 ug/L 234894 1 12/16/2016 15:10 EI


Methane BRL 4.0 ug/L 234894 1 12/16/2016 15:10 EI


Iron, as Ferrous (Fe+2) BRL 0.100 mg/L R332529 1 12/14/2016 17:00 SM


Alkalinity, Total (As CaCO3) BRL 3.00 mg/L R332630 1 12/21/2016 10:30 BD









NC Not confirmed



1612E44-005




Reporting

LimitResult

Client:

Groundwater

12/14/2016 3:20:00 PM

AW-1

Matrix:

Collection Date:

Client Sample ID:

Chamblee Nissan


Lab ID:

Project Name:

Analyst



ION SCAN SW9056A

Chloride 8.5 1.0 mg/L R332585 1 12/14/2016 18:00 JW

Nitrate 0.42 0.25 mg/L R332585 1 12/14/2016 18:00 JW


Sulfate 6.5 1.0 mg/L R332585 1 12/14/2016 18:00 JW


Ethane BRL 9.0 ug/L 234894 1 12/16/2016 15:15 EI


Methane 71 4.0 ug/L 234894 1 12/16/2016 15:15 EI


Iron, as Ferrous (Fe+2) BRL 0.100 mg/L R332529 1 12/14/2016 17:00 SM


Alkalinity, Total (As CaCO3) 28.0 3.00 mg/L R332630 1 12/21/2016 10:30 BD









NC Not confirmed



of 18

Analytical Environmental Services, Inc.

Sample/Cooler Receipt Checklist

Client /hr1tu f Pf ~£fe1S WorkOrderNumber___:_( ~~/l_f_lJ_4 __

Chockfi&o~d"': ~ J J/14 /("~; S1gn~ () Date

Caniername:FedEx uPS Courier_ Client_4s~ail- Other ____ _

Shipping container/cooler in good condition? Yes/

Custod)r seals intact on ~hipping container/cooler? Yes

Custody seals intact on sample bottles? Yes

No

No

No

Not Present

NotPresent ~

NotPresent ~

Container/Temp Blank temperature in compliance? (0°~6°C)* Yes V/ No u ~b(.,

Cooler#l VI· f Cooler#2 Cooler#3 Cooler#4

Chain of custody present?

Chain of custody signed when relinquished and received?

Chain of custody agrees with sample labels?

Samples in proper container/bottle?

Sample containers intact?

Sufficient sample volume for indicated test?

All samples received within bolding time?

Was TAT marked on the COC?

Yes~

Yes~

Yes ./.

Yes /

Yes/

Yes~

Y~s v'

Yes /"

---No

No

No

No

No

No

No

No

Cooler#5 --- Cooler #6 __ _

Proceed with. Standard TAT as per project history? Yes No Not Applicable V'

Water- VOA vials have zero headspace? NoVOA vials submitted Yes~ No

Water- pH acceptable upon receipt? Yes V No Not Applicable_

Ailjusted? _____ Checked by __ fJ_:J ___ _ Sample Condition: Good V Other(Explain)

-------------------------~---(For diffusive samples or .AJHA lead) Is a known blarik: included? Yes No ~

See Case Narrative for resolution of the Non-Conformance.

* Samples do Dot have to comply "With the given :range for certain parameters.

\\Aes _se.rver\1\Sample Receipt\My Documents\COCs and pH Adjustment Sheet\Sample_ ~ooler _Recipt_Checklist _Rev I .rtf


Client:

Dates ReportLab Order:

Project Name:

Lab Sample ID Client Sample ID Test NameCollection Date Matrix TCLP Date Prep Date Analysis Date

1612E44

Chamblee Nissan


1612E44-001A AW-2 AT 2' 12/14/2016 10:30:00AM Soil Total Organic Carbon 12/15/2016 3:15:00 PM 12/21/2016

1612E44-002A AW-2 AT 16' 12/14/2016 10:35:00AM Soil Total Organic Carbon 12/15/2016 3:15:00 PM 12/21/2016

1612E44-003A MW-5 12/14/2016 12:50:00PM Groundwater GC Analysis of Gaseous Samples 12/16/2016 9:00:00 AM 12/16/2016

1612E44-003B MW-5 12/14/2016 12:50:00PM Groundwater Alkalinity by SM2320B 12/21/2016

1612E44-003B MW-5 12/14/2016 12:50:00PM Groundwater Ferrous Iron 12/14/2016

1612E44-003C MW-5 12/14/2016 12:50:00PM Groundwater ION SCAN 12/14/2016


1612E44-003D MW-5 12/14/2016 12:50:00PM Groundwater Sulfide by SM4500-S2-F 12/20/2016

1612E44-004A MW-16 12/14/2016 2:10:00PM Groundwater GC Analysis of Gaseous Samples 12/16/2016 9:00:00 AM 12/16/2016

1612E44-004B MW-16 12/14/2016 2:10:00PM Groundwater Alkalinity by SM2320B 12/21/2016

1612E44-004B MW-16 12/14/2016 2:10:00PM Groundwater Ferrous Iron 12/14/2016



1612E44-004D MW-16 12/14/2016 2:10:00PM Groundwater Sulfide by SM4500-S2-F 12/20/2016

1612E44-005A AW-1 12/14/2016 3:20:00PM Groundwater GC Analysis of Gaseous Samples 12/16/2016 9:00:00 AM 12/16/2016

1612E44-005B AW-1 12/14/2016 3:20:00PM Groundwater Alkalinity by SM2320B 12/21/2016

1612E44-005B AW-1 12/14/2016 3:20:00PM Groundwater Ferrous Iron 12/14/2016

1612E44-005C AW-1 12/14/2016 3:20:00PM Groundwater ION SCAN 12/14/2016

1612E44-005D AW-1 12/14/2016 3:20:00PM Groundwater Sulfide by SM4500-S2-F 12/20/2016

Page 10 of 18


Client:

BatchID:Workorder:


Chamblee Nissan

1612E44


234894


SampleType: BatchID: Analysis Date: Seq No:TestCode: 234894MBLK 12/16/2016GC Analysis of Gaseous Samples SOP-RSK 175


7240219

Ethane 9.0BRL

Ethylene 7.0BRL

Methane 4.0BRL


SampleType: BatchID: Analysis Date: Seq No:TestCode: 234894LCS 12/16/2016GC Analysis of Gaseous Samples SOP-RSK 175


7240229

Ethane 9.0116.7 200.0 58.4 40.9 115

Ethylene 7.079.16 200.0 39.6 26.8 115

Methane 4.0128.0 200.0 64.0 45.9 115


SampleType: BatchID: Analysis Date: Seq No:TestCode: 234894LCSD 12/16/2016GC Analysis of Gaseous Samples SOP-RSK 175

Units: Prep Date:Sample ID: Client ID: Run No:ug/L 12/16/2016 332380LCSD-234894

7240221

Ethane 9.0117.7 20200.0 58.9 40.9 115 116.7 0.880

Ethylene 7.078.80 20200.0 39.4 26.8 115 79.16 0.457

Methane 4.0128.0 20200.0 64.0 45.9 115 128.0 0.054


SampleType: BatchID: Analysis Date: Seq No:TestCode: 234894MS 12/16/2016GC Analysis of Gaseous Samples SOP-RSK 175

Units: Prep Date:Sample ID: Client ID: Run No:ug/L 12/16/2016 3323801612D84-007CMS

7240591

Ethane 9.0117.4 200.0 58.7 40.5 115

Ethylene 7.084.84 200.0 42.4 23 115

Methane 4.0214.1 200.0 39.99 87.1 40 115

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612E44


234894


SampleType: BatchID: Analysis Date: Seq No:TestCode: 234894MSD 12/16/2016GC Analysis of Gaseous Samples SOP-RSK 175

Units: Prep Date:Sample ID: Client ID: Run No:ug/L 12/16/2016 3323801612D84-007CMSD

7240592

Ethane 9.0104.4 20200.0 52.2 40.5 115 117.4 11.7

Ethylene 7.075.24 20200.0 37.6 23 115 84.84 12.0

Methane 4.0191.7 20200.0 39.99 75.9 40 115 214.1 11.0

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612E44


235292


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235292MBLK 12/20/2016Total Organic Carbon SW9060A Modified

Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg-dry 12/15/2016 332738MB-235292

7249132

Total Organic Carbon (TOC) 500BRL


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235292LCS 12/20/2016Total Organic Carbon SW9060A Modified

Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg-dry 12/15/2016 332738LCS-235292

7249131

Total Organic Carbon (TOC) 5006331 6030 105 70 130


SampleType: BatchID: Analysis Date: Seq No:TestCode: 235292DUP 12/21/2016Total Organic Carbon SW9060A Modified

Units: Prep Date:Sample ID: Client ID: Run No:mg/Kg-dry 12/15/2016 3327381612728-037ADUP

7249167

Total Organic Carbon (TOC) 50011220 5015250 30.4

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612E44


R332529


SampleType: BatchID: Analysis Date: Seq No:TestCode: R332529MBLK 12/14/2016Ferrous Iron SM3500-Fe-B

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 332529MB-R332529

7243972

Iron, as Ferrous (Fe+2) 0.100BRL


SampleType: BatchID: Analysis Date: Seq No:TestCode: R332529LCS 12/14/2016Ferrous Iron SM3500-Fe-B

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 332529LCS-R332529

7243973

Iron, as Ferrous (Fe+2) 0.1000.4720 0.5000 94.4 85 115


SampleType: BatchID: Analysis Date: Seq No:TestCode: R332529MS 12/14/2016Ferrous Iron SM3500-Fe-B

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 3325291612C83-001FMS

7243982

Iron, as Ferrous (Fe+2) 0.1000.4810 0.5000 96.2 80 120


SampleType: BatchID: Analysis Date: Seq No:TestCode: R332529MSD 12/14/2016Ferrous Iron SM3500-Fe-B

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 3325291612C83-001FMSD

7243984

Iron, as Ferrous (Fe+2) 0.1000.4740 300.5000 94.8 80 120 0.4810 1.47

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612E44


R332585


SampleType: BatchID: Analysis Date: Seq No:TestCode: R332585MBLK 12/14/2016ION SCAN SW9056A


7245382

Chloride 1.0BRL

Nitrate 0.25BRL

Nitrite 0.25BRL

Sulfate 1.0BRL


SampleType: BatchID: Analysis Date: Seq No:TestCode: R332585LCS 12/14/2016ION SCAN SW9056A


7245381

Chloride 1.04.963 5.000 99.3 90 110

Nitrate 0.254.616 5.000 92.3 90 110

Nitrite 0.254.974 5.000 99.5 90 110

Sulfate 1.023.48 25.00 93.9 90 110


SampleType: BatchID: Analysis Date: Seq No:TestCode: R332585MS 12/14/2016ION SCAN SW9056A

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 3325851612C84-005AMS

7245384

Chloride 20318.9 100.0 227.1 91.8 90 110

Nitrate 5.0167.0 100.0 68.56 98.4 90 110

Nitrite 5.095.65 100.0 95.6 90 110

Sulfate 20649.7 500.0 169.7 96.0 90 110


SampleType: BatchID: Analysis Date: Seq No:TestCode: R332585MSD 12/14/2016ION SCAN SW9056A

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 3325851612C84-005AMSD

7245385

Chloride 20317.9 20100.0 227.1 90.8 90 110 318.9 0.309

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612E44


R332585


SampleType: BatchID: Analysis Date: Seq No:TestCode: R332585MSD 12/14/2016ION SCAN SW9056A

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 3325851612C84-005AMSD

7245385

Nitrate 5.0166.9 20100.0 68.56 98.3 90 110 167.0 0.047

Nitrite 5.095.88 20100.0 95.9 90 110 95.65 0.245

Sulfate 20653.8 20500.0 169.7 96.8 90 110 649.7 0.619

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612E44


R332630


SampleType: BatchID: Analysis Date: Seq No:TestCode: R332630MBLK 12/20/2016Alkalinity by SM2320B


7246487

Alkalinity, Total (As CaCO3) 3.00BRL


SampleType: BatchID: Analysis Date: Seq No:TestCode: R332630LCS 12/20/2016Alkalinity by SM2320B


7246488

Alkalinity, Total (As CaCO3) 3.00125.0 125.0 100 75 125


SampleType: BatchID: Analysis Date: Seq No:TestCode: R332630DUP 12/20/2016Alkalinity by SM2320B

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 3326301612C83-001FDUP

7246494

Alkalinity, M (pH 4.5) (CaCO3) 3.00BRL 300 0

Alkalinity, P (pH 8.3) (CaCO3) 3.00BRL 300 0

Alkalinity, Total (As CaCO3) 3.0021.00 3021.00 0

Qualifiers:











Client:

BatchID:Workorder:


Chamblee Nissan

1612E44


R332787


SampleType: BatchID: Analysis Date: Seq No:TestCode: R332787MBLK 12/20/2016Sulfide by SM4500-S2-F


7250350

Sulfide 1.00BRL


SampleType: BatchID: Analysis Date: Seq No:TestCode: R332787LCS 12/20/2016Sulfide by SM4500-S2-F


7250351

Sulfide 1.00364.0 364.0 100 90 110


SampleType: BatchID: Analysis Date: Seq No:TestCode: R332787MS 12/20/2016Sulfide by SM4500-S2-F

MW-16 Units: Prep Date:Sample ID: Client ID: Run No:mg/L 3327871612E44-004DMS

7250366

Sulfide 1.0037.60 36.40 103 80 120


SampleType: BatchID: Analysis Date: Seq No:TestCode: R332787MSD 12/20/2016Sulfide by SM4500-S2-F

MW-16 Units: Prep Date:Sample ID: Client ID: Run No:mg/L 3327871612E44-004DMSD

7250393

Sulfide 1.0035.60 2036.40 97.8 80 120 37.60 5.46


SampleType: BatchID: Analysis Date: Seq No:TestCode: R332787DUP 12/20/2016Sulfide by SM4500-S2-F

Units: Prep Date:Sample ID: Client ID: Run No:mg/L 3327871612F32-001ADUP

7250394

Sulfide 1.004.300 204.160 3.31

Qualifiers:










SLUG TESTS

0. 80. 160. 240. 320. 400.0.001

0.01

0.1

1.

Time (sec)

Dis

pla

cem

ent (f

t)

AW-1

Data Set: C:\Program Files (x86)\HydroSOLVE\AQTESOLV Pro 4.0\AW-1.AQTDate: 03/07/17 Time: 15:49:31

PROJECT INFORMATION

Company: Amec Foster WheelerProject: 6121-16-0047Location: Chamblee, GATest Well: AW-1Test Date: 12/15/16

AQUIFER DATA

Saturated Thickness: 100. ft Anisotropy Ratio (Kz/Kr): 0.5

WELL DATA (AW-1)

Initial Displacement: 1. ft Static Water Column Height: 15. ftTotal Well Penetration Depth: 15. ft Screen Length: 10. ftCasing Radius: 0.083 ft Well Radius: 0.083 ft

Gravel Pack Porosity: 0.

SOLUTION

Aquifer Model: Unconfined Solution Method: Bouwer-Rice

K = 0.0003436 cm/sec y0 = 0.238 ft

0. 60. 120. 180. 240. 300.0.1

1.

Time (sec)

Dis

pla

cem

ent (f

t)

AW-16

Data Set: C:\Program Files (x86)\HydroSOLVE\AQTESOLV Pro 4.0\AW-16.AQTDate: 03/07/17 Time: 15:52:27

PROJECT INFORMATION

Company: Amec Foster WheelerProject: 6121-16-0047Location: Chamblee, GATest Well: AW-16Test Date: 12/15/16

AQUIFER DATA


WELL DATA (MW-16)

Initial Displacement: 0.67 ft Static Water Column Height: 8.2 ftTotal Well Penetration Depth: 18.8 ft Screen Length: 10. ftCasing Radius: 0.083 ft Well Radius: 0.083 ft


SOLUTION


K = 1.496E-5 cm/sec y0 = 0.6153 ft

0. 60. 120. 180. 240. 300.0.1

1.

Time (sec)

Dis

pla

cem

ent (f

t)

MW-5

Data Set: C:\Program Files (x86)\HydroSOLVE\AQTESOLV Pro 4.0\MW-5.aqtDate: 03/07/17 Time: 15:51:41

PROJECT INFORMATION

Company: Amec Foster WheelerProject: 6121-16-0047Location: Chamblee, GATest Well: MW-5Test Date: 12/15/16

AQUIFER DATA


WELL DATA (MW-5)

Initial Displacement: 0.471 ft Static Water Column Height: 4.5 ftTotal Well Penetration Depth: 18.5 ft Screen Length: 10. ftCasing Radius: 0.083 ft Well Radius: 0.083 ft


SOLUTION


K = 0.0001694 cm/sec y0 = 0.4136 ft

FATE AND TRANSPORT MODEL OUTPUT

BIOSCREEN-AT Natural Attenuation Decision Support System Chamblee Auto - Benzene Data Input Instructions:

S.S. Papadopulos & Associates, Inc. Version 1.45 115 1. Enter value directly....or 2. Calculate by filling in grey

1. HYDROGEOLOGY 5. GENERAL 0.02 cells below. (To restore

Seepage Velocity* Vs 13.4 (ft/yr) Modeled Area Length* 200 (ft) formulas, hit button below).

or Modeled Area Width* 100 (ft) Variable* Data used directly in model.

Hydraulic Conductivity K 1.7E-04 (cm/sec) Simulation Time* 60.00 (yr) 20 Value calculated by model.

Hydraulic Gradient i 0.019 (ft/ft) (Don't enter any data).

Porosity n 0.25 (-) 6. SOURCE DATA

Source Thickness 10 (ft)

2. DISPERSION

Longitudinal Dispersivity* alpha x 7.000 (ft)

Transverse Dispersivity* alpha y 0.700 (ft)

Vertical Dispersivity* alpha z 0.000 (ft) Width (ft) Conc.(mg/L)

or 20 3

Estimated Plume Length Lp 100 (ft)

Exponentialy Decaying Conc.

3. ADSORPTION 1st Order Decay Coeff

Retardation Factor* R 4.7 (-) 0.05775 (per yr) View of Plume Looking Down

or Source Half-Life

Soil Bulk Density rho 1.7 (kg/l) 12 (year) Observed Centerline Concentrations at Monitoring Wells

Partition Coefficient Koc 59 (L/kg) If No Data Leave Blank or Enter "0"

FractionOrganicCarbon foc 9.2E-3 (-) 7. FIELD DATA FOR COMPARISON

.21

4. BIODEGRADATION 0 10 20 30 40 50 60 70 80 90 100

1st Order Decay Coeff* lambda 1.2E-1 (per yr)

or 8. CHOOSE TYPE OF OUTPUT TO SEE:

Solute Half-Life t-half 3.50 (year)

or Instantaneous Reaction Model

Delta Oxygen* DO 2.4 (mg/L)

Delta Nitrate* NO3 0.049 (mg/L)

Observed Ferrous Iron* Fe2+ 28.7 (mg/L)

Delta Sulfate* SO4 4.4 (mg/L)

Observed Methane* CH4 757 (mg/L)

Source

Concentration (mg/L)

Dist. from Source (ft)

L

W

or

oror

or

or

or

View PlumeView Centerline

Restore Formulas for Vs,

RUN RUNRecalculate This Sheet

View BIOSCREEN

Paste Dataset from BIOSCREEN

Paste Example Dataset

DISSOLVED BENZENE CONCENTRATIONS IN PLUME (mg/L at Z=0)

Distance from Source (ft)

0 0 20 40 60 80 100 120 140 160 180 200

No Degradation 0.298 0.426 0.561 0.691 0.769 0.740 0.597 0.394 0.210 0.090 0.030

1st Order Decay 0.298 0.194 0.121 0.074 0.045 0.027 0.015 0.008 0.003 0.001 0.000

Field Data from Site -10.000 -10.000 0.210 -10.000 -10.000 -10.000 -10.000 -10.000 -10.000 -10.000 -10.000

20

0

Displayed Time=40 years# of TimeSteps

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

0 20 40 60 80 100 120 140 160 180 200

Co

nce

ntr

ation (

mg

/L)

Distance From Source (ft)

1st Order Decay No Degradation Field Data from Site

Return to Input View Plume Output



0 0 20 40 60 80 100 120 140 160 180 200

No Degradation 0.167 0.241 0.327 0.431 0.539 0.619 0.632 0.562 0.427 0.274 0.147

1st Order Decay 0.167 0.109 0.068 0.042 0.026 0.016 0.010 0.006 0.003 0.002 0.001


20

0


0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0 20 40 60 80 100 120 140 160 180 200

Co

nce

ntr

ation (

mg

/L)






0 0 20 40 60 80 100 120 140 160 180 200

No Degradation 0.094 0.136 0.187 0.254 0.339 0.431 0.508 0.542 0.514 0.429 0.312

1st Order Decay 0.094 0.061 0.038 0.023 0.015 0.009 0.006 0.004 0.002 0.001 0.001


20

0


0.0

0.1

0.2

0.3

0.4

0.5

0.6

0 20 40 60 80 100 120 140 160 180 200

Co

nce

ntr

ation (

mg

/L)




BIOSCREEN-AT Natural Attenuation Decision Support System Chamblee Auto - Naphthalene Data Input Instructions:

S.S. Papadopulos & Associates, Inc. Version 1.45 Ethylbenzene 115 1. Enter value directly....or 2. Calculate by filling in grey

1. HYDROGEOLOGY 5. GENERAL 0.02 cells below. (To restore

Seepage Velocity* Vs 13.4 (ft/yr) Modeled Area Length* 200 (ft) formulas, hit button below).

or Modeled Area Width* 100 (ft) Variable* Data used directly in model.

Hydraulic Conductivity K 1.7E-04 (cm/sec) Simulation Time* 60.00 (yr) 20 Value calculated by model.

Hydraulic Gradient i 0.019 (ft/ft) (Don't enter any data).

Porosity n 0.25 (-) 6. SOURCE DATA

Source Thickness 10 (ft)

2. DISPERSION

Longitudinal Dispersivity* alpha x 7.000 (ft)

Transverse Dispersivity* alpha y 0.700 (ft)

Vertical Dispersivity* alpha z 0.000 (ft) Width (ft) Conc.(mg/L)

or 20 1.5

Estimated Plume Length Lp 100 (ft)

Exponentialy Decaying Conc.

3. ADSORPTION 1st Order Decay Coeff

Retardation Factor* R 8.6 (-) 0.0693 (per yr) View of Plume Looking Down

or Source Half-Life

Soil Bulk Density rho 1.7 (kg/l) 10 (year) Observed Centerline Concentrations at Monitoring Wells

Partition Coefficient Koc 933 (L/kg) If No Data Leave Blank or Enter "0"

FractionOrganicCarbon foc 1.2E-3 (-) 7. FIELD DATA FOR COMPARISON

.097 .046

4. BIODEGRADATION 0 10 20 30 40 50 60 70 80 90 100

1st Order Decay Coeff* lambda 8.0E-2 (per yr)

or 8. CHOOSE TYPE OF OUTPUT TO SEE:

Solute Half-Life t-half 6.00 (year)

or Instantaneous Reaction Model

Delta Oxygen* DO 2.4 (mg/L)

Delta Nitrate* NO3 0.049 (mg/L)

Observed Ferrous Iron* Fe2+ 28.7 (mg/L)

Delta Sulfate* SO4 4.4 (mg/L)

Observed Methane* CH4 757 (mg/L)

Source

Concentration (mg/L)

Dist. from Source (ft)

L

W

or

oror

or

or

or

View PlumeView Centerline

Restore Formulas for Vs,

RUN RUNRecalculate This Sheet

View BIOSCREEN

Paste Dataset from BIOSCREEN

Paste Example Dataset

DISSOLVED NAPHTHALENE CONCENTRATIONS IN PLUME (mg/L at Z=0)


0 0 20 40 60 80 100 120 140 160 180 200

No Degradation 0.094 0.220 0.334 0.341 0.230 0.102 0.029 0.005 0.001 0.000 0.000

1st Order Decay 0.094 0.077 0.056 0.036 0.018 0.007 0.002 0.000 0.000 0.000 0.000

Field Data from Site -10.000 0.097 -10.000 -10.000 0.046 -10.000 -10.000 -10.000 -10.000 -10.000 -10.000

20

0


0.0

0.1

0.1

0.2

0.2

0.3

0.3

0.4

0.4

0 20 40 60 80 100 120 140 160 180 200

Co

nce

ntr

ation (

mg

/L)






0 0 20 40 60 80 100 120 140 160 180 200

No Degradation 0.047 0.121 0.219 0.288 0.272 0.184 0.088 0.030 0.007 0.001 0.000

1st Order Decay 0.047 0.039 0.030 0.021 0.013 0.007 0.003 0.001 0.000 0.000 0.000


20

0


0.0

0.1

0.1

0.2

0.2

0.3

0.3

0.4

0 20 40 60 80 100 120 140 160 180 200

Co

nce

ntr

ation (

mg

/L)






0 0 20 40 60 80 100 120 140 160 180 200

No Degradation 0.023 0.065 0.133 0.208 0.248 0.223 0.150 0.076 0.028 0.008 0.002

1st Order Decay 0.023 0.019 0.015 0.011 0.008 0.005 0.003 0.001 0.000 0.000 0.000


20

0


0.0

0.1

0.1

0.2

0.2

0.3

0.3

0 20 40 60 80 100 120 140 160 180 200

Co

nce

ntr

ation (

mg

/L)




P.E. SERVICE HOURS

Summary of Hours for Voluntary Remediation Program Activities

Description

Planning and Technical Review

Charles T. Ferry, P.E.

Summary of Hours and Services During 1st Semi-Annual Progress Period

Proposed Chamblee Apartments

5211 Peachtree Industrial BoulevardTax Parcel 18-299-13-005

Hours

18