A ,OVED Final Closeout Report R1 · Bureau of Waste Management Curtis State Office Building 1000 SW Jackson St., Suite 320 Topeka, KS 66612-1366 ansas Phone: 785-296-1600 Fax: 785-559-4253

A ,OVED Final Closeout Report R1 CVS PHARMACY #10862

RECEIVED

FEB 2 7 2020

BUREAU OF ENVIRONMENTAL REMEDIATION

110 West Main Street

Gardner, Johnson County, Kansas

February 26, 2020

Terracon Project No. 02187146

Prepared for:

Kansas CVS Pharmacy LLC Woonsocket, Rhode Island

Prepared by:

Terracon Consultants, Inc. Lenexa, Kansas

terra con.com lierracon Environmental

Facilities

Geotechnica I • Materials

taylor.stout

Part 2 of 2

APPENDIX F JOHNSON COUNTY LANDFILL AUTHORIZATION

AND WEIGHT TICKETS

Bureau of Waste Management Curtis State Office Building 1000 SW Jackson St., Suite 320 Topeka, KS 66612-1366

ansas Phone: 785-296-1600 Fax: 785-559-4253 or 785-559-4252

[email protected] www.kdheks.gov/waste

Susan Mosier, MD, Secretary Department of Health & Environment Sam Brownback, Governor

June 20, 2017

Wayne Shores Kansas CVS Pharmacy LLC 5757 W Maple Rd WEST BLOOMFIELD, MI 48322

RE: Special Waste Disposal Authorization Number 17-0948

THIS AUTHORIZATION EXPIRES December 29, 2017

Dear Wayne Shores:

We have considered your request for disposal of thirteen hundred (1300) tons of petroleum contaminated soil from former Heidenreich Liquors Site, 102 West Main St. , GARDNER, KS. (Analysis provided).

Based solely on the analysis provided, the waste is not a characteristic hazardous waste with respect to the constituents tested. As stated in K.A.R.28-31-261, it is the responsibility of the generator to determine whether or not a waste is a hazardous waste by either knowledge of process or by proper testing by a Kansas Department of Health and Environment (KDHE) certified lab. If there are questions as to the status of this waste, please contact me at 785-296-0681. If Kansas CVS Pharmacy LLC is confident the material for disposal is not a hazardous waste for any characteristic or listed constituent not included in the testing, the following applies.

Approval is given to dispose of this waste at the Johnson County Landfill (Permit 0263), provided the following conditions are met:

1. Approval to deliver the waste must be obtained from the landfill operator prior to transporting the waste to the landfill The final decision on whether to accept or reject the waste rests with the landfill operator. Please contact the Special Waste Department, at 800-963-4776, to obtain approval. If the landfill operator refuses to accept this waste, you should contact us to determine alternate disposal options.

2. The waste must be transported separately to the landfill and be identified to the operator upon delivery.

3. Kansas Administrative Regulation 28-29-108(r) (12) and (13) requires solid waste disposal facilities to maintain a log of commercial or industrial wastes received such as sludges, barreled wastes, and special wastes. The log must indicate the source and quantity of waste and the disposal location thereof. The special waste authorization number should be used as identification when entering the shipment into the log.

Special Waste Disposal Authorization Number 17-0948

6/20/2017 Page 2

4. This approval is valid for disposal of the waste described and in the amount shown above. If additional shipments are required, you must contact us to receive another disposal authorization.

5. Operating standards as defined by K.A.R. 28-29-108(k) prohibit the disposal of liquid waste. "Liquid waste" means any waste material that is determined to contain "free liquids" as defined by method 9095A, revision 1, paint filter liquids test, as described in "Test Methods for Evaluating Solid Waste, Physical/Chemical Methods," EPA Pub. No. SW-846 dated December 1996. For purposes of this disposal authorization, all waste for disposal must be able to pass the "paint filter test".

6. Any change in the process producing this waste, any change in the materials used in producing this waste or any other change to this waste stream requires that a new Special Waste Disposal Authorization be obtained prior to disposal.

If you have any questions, feel free to contact me at 785-296-0681.

Sincerely,

;(:12 7/-

Anthony (Tony) Guy Environmental Scientist Special Waste Coordinator KDHE/Bureau of Waste Management

ABG

the Special Waste Department e-file

Requester phone: 248-985-0348

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Disposal Site:

Bill o:

Tran porter:

Genrator:

Location:

Johnson County

DZI Construction

Kansas CVS Pharmacy LLC


Gen rator's Signature or Designee:

Comments:

e Description: Soil

Pro le Number: 170948KS

Tick t # 3c2 tie CO Truck #: 633d / Tonnage d(Q - 020 PO#

Date:

Date:

WAETE MANAGEMENT

403VOIN

Date: 6 -dr-17

Date: fs -a7 a '17

Driver's Signature:

Accepted By:



Disposal Site:

Bill To:

Transporter:

Generator:

Location:

Johnson County

DZ1 Construction

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Generator's Signature or Designee:

Comments:

Waste Description: Soil

Profile Number: 170948KS

Ticket #

Tonnage

3 o 4/ 34

I I Truck #: cm?— fi-vc,k,r4-/3

PO#

,

WASTE MANAGEMENT

603WM N

WASTE MANAGEMENT, INC.


Disposal Site: Johnson County

Bill To: DZI Construction

Tran porter:

Gen ator:

Loca ion:

4-- .1 n. Guts-frve-41



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Contents:



Ticket # 320 C651 Truck #: Ctua,-4— i9 - A .

Tonnage /69 4-7 PO#

Driver's Signature. Date: "Z.0^ r

Gen

Acce ted By: ekb Date: 6- 24--17

WASTE MANAGEMENT

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Driver's Signature:

Accepted By:



Disposal Site:

Bill To:

Transporter:

Generator:

Location:

Johnson County

DZI Construction

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Comments:



Ticket #

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a a041 0247

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Date: (52(1 - )

Date: to -02F- t7

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170948KS

Truck #: 13311

Profile Number:

Ticket #

Tonnage

Date: Driver's Signature:

Accepted By: Date: Lo- 0,8- 17




Bill To: DZ1 Construction

Transporter: Moe fte irsi'dGe.s> -ric •

Generator: Kansas CVS Pharmacy LLC

Location: 102 West Main Street


Comments:

4O3WM N

as

WASTE MANAGEMENT

jou —2(7' 70,* /

320 32h,

Driver's Signature: Date:

-*; Truck #: 6103T /

PO#

Ticket #

Tonnage

Accepted By: In N Date: lo-P-4c-11





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Transporter: Gwo




Comments:



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403WM-N

Driver's Signature:

Accepted By:





Transporter: Atte tekt ler?"4"/ 1;4-




Cornments:



Ticket # (50/D .33c7?

Tonnage l - 451?R

Truck #: CIS 7—M/C1V PO#

Date: ?r- (? 4-0f,F-/ -7 Date:

a WASTE MANAGEMENT

4030/M N

Ticket #

Tonnage

Driver's Signature:

Truck #: ict PO#

Date: ? - 7

Accepted By: eff Date:





Transporter:

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Generator:


Location:



Comments:


Profile Number: I 70948KS

Truck #:

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Ticket # 3 at, (g_s

Tonnage 02(2

Date:

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Driver's Signature:

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Comments:


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Truck #:

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Ticket # b -734

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Disposal Site:

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Location:

Johnson County

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Driver's Signature: - Date:

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Transporter: Aix te t -2;




Comments:



Ticket #

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Driver's Signature Date: to 015 7

Accepted By: Date: oc 15.

WASTE MANAGEMENT

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Ticket #

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3a0 -7 6

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Lw Truck #:41,4-

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PO#

-.i/reigee Date: Z%2d — /

Date: — 077 /7

Driver's Signature:

Accepted By:

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Bill To:

DZI Construction

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Location:



Comments:



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Driver's Signature:

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Truck #:

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Date:

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Date: 670789 -/7

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Truck #: cmrrzs if-13 PO#

Date:

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Ticket #

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Driver's Signature:

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Disposal Site:

Bill To:

Transporter:

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Location:

Johnson County

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Bill To:

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Comments:


Profile Number: 170948 KS

Ticket #

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Truck #:Cu.s.,11- VI " Pc

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Accepted By: Date: (4, -- 2, - .(-7

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Ticket #

307 D(9o/

Tonnage a0 -8'S"

Driver's Signature:Z.



Disposal Site:

Bill To:

Transporter:

Generator:

Location:

Johnson County

DZI Construction

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Comments:



Truck #: (rags -71- -14 /S7 Po#

41- eat Date:

Accepted By: L7 0:4- Date: (s) —021'17

WASTE MANAGEMENT

403WM N





Transporter: A44 it, e, -e k e tv Xv7i e,'-r/ - Z 0 7 6



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Comments:


Ticket # 3 ataiki Truck #: 05/5 777 Tonnage 021- 7 0 po#

k Driver's Signature: Date:


Accepted By: Date: -/f5-17

WASTE MANAGEMENT

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Driver's Signature:

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Disposal Site:

Bill To:

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Location:

Johnson County

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Truck #:

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Ticket # 3 (Qo 605-

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Date:

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Comments:



Ticket #

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Driver's Signatur Date:

Accepted By: Date:

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Date: d 2 F- 1 2 Driver's Signature

- Date: Accepted By:



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Location:


Comments:


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Comments:



Ticket # 3 2C/A1V

Tonnage Pt6 6 1-

Truck #: ' cl-517-4 1-94"

PO#

Driver's Signature: Date: 3 -6—/7

Accepted By: Date: 744-7

WASTE N &MOMENT

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Driver's Signature:

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Date: 6. 7 - — /7

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Comments:



Ticket #

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Truck #: 657/ 7--4,2-r

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Ticket #

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Accepted By: (--h7/__ - -••••n7

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WASTE MANAGEMENT INC.




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Ticket # 37(0 y? Truck #: 1-7 ciDT1 P7

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Comments:



Ticket # T 9 T /C7// Truck #: cr.4$617-

Tonnage 23,9-'7 IC-- Po#


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Driver's Signature:

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Date:

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Transporter: Atte tick




Comments:



Ticket # S Pq/cAl Truck #: c1J 5-65. a74

11 WASTE MANAGEMENT

40300-N


Bill To:

Transporter:

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Location:

DZI Construction




Accepted By: Date:




Comments:



Ticket # D-V/V

Tonnage " 7k.

Truck #:

PO#

7-6- 17

7M-7

WASTE MANAGEMENT

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Ticket #

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3 aLtis-a Truck #: 4/cS7

PO#


Date: 7-C? 1-7 (s/Accepted By: 017




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Location:

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Ticket #

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Truck #: 43(.0

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Driver's Signature: 07-4107,7'-

Accepted By:lar r Date: 1-1-2

Date: 7-O-

WI 'E MANAGEMENT

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Ticket #

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?;(7/4.7

9-9, i3 7L

Truck #:

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Date: 7 - ‘573/7

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Driver's Signature:

Accepted By:





Transporter: Nue teht Avd4r), 1;16—




Comments:



WASTE MANAGEMENT

403WM-N



Disposal Site:

Bill To:

Transporter:

Generator:

Location:

Johnson County

DZI Construction

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Comments:



Ticket #

Tonnage Ig_77

Truck #: 04 Tp

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Driver's Signature: 4 3e.p Date: ,A; /

Accepted By: Date: 7-Gv--17

WASTE MANAGEMENT

403WM-N





Transporter: Moe Kiehl. iere14,-,f,




Comments:



Ticket # 34„215

Tonnage 0'36

Driver's Signature:

Truck #: 7 ifit i (.." r

PO#

Date: Vr4V 7Co-17

Accepted By: Date: 7 - —17

MAST"; MANAGEMENT

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Transporter: MEY te 4 t fd derv/ 4"/ 1:1‘ "




Comments:



6c1 si/ 6e 5 '''zs/ Ticket # 3/97q01 1,2) Truck #:

Tonnage 021, W PO#

Driver's Signatum /7? _ Date: 4 '77

Accepted By: Date: 7. Cc— c --1

WASTE IA NAGEMENT

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Date: 7 - /7 Driver's Signature:





Transporter: mo, Ache. fe "e""4"/ -VIC.



Generator's Signature or Designee: '''...-..,

Comments:



Ticket #

Tonnage

Truck #:

PO#

65,/ I 6ee25"

Accepted By: Date: (42 - (1

WASTE MANAGEMENT

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Transporter: —fejfrell, t2ii.ey ASPS


Location:



Comments:



Ticket #

Tonnage

Truck #:

PO#

ic• 1-10 70

Driver's Signature: j.4(.1 1/1:)(4—. Date: ,

Accepted By Date: 7- Z9 --/L7

WASTE MANAGEMENT

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Truck #: (k-?D

PO#

Ticket #

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Disposal Site:

Bill To:

Transporter:

Generator:

Location:

Johnson County

DZI Construction

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Comments:



Driver's Signature: Date: 6 -/7

Accepted By: cl Date: 7- (0 - I -7

S

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403WM-N

PO#

Date:

Tonnage 17D

Driver's Signature:

Accepted By:

-617 Date: /




Bill To: DZI Cordon

Transporter: 4 -rt c •



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Generator's Signature or Designee: / ..

Comments:



Ticket # 3Q4 3 Truck #: 4 c 71— /3

v‘t WASTE MANAGEMENT

403WM-N

Date: 7-6 — )7

Ticket #

Tonnage

3 A4 ,2(113

i,7.0_3

Truck #: -/4i-e'37L. 44 1 A7

PO#

Date: — t.C2 --( 7

Driver's Signature:



Disposal Site:

Bill To:

Transporter:

Generator:

Location:

Johnson County

DZI Construction

c ifiF1417 ' 6.uws5 ± TA lk ril Kansas CVS Pharmacy LLC



Comments:



WASTE MANAGEMENT

403WrO-N





Transporter: MirRicht fe ir7d#3f,




Comments:



Ticket # 3W

Tonnage 11 , 11

Truck #: 05-E2e, eoszo


Accepted By: Date: 7- (0-1-7

int WASTE MANAGEMENT. INC.




Transporter: fritie to l'eaq443 /




Comments:


Profile Number: I70948KS

Ticket # Sgt-(Z(0 Truck #: (257C41‘.? ,;2 7 Tonnage //6 cJr PO#

Driver's Signature: F= C)J,LA—, Date: /t/i

Accepted By: Date: 6-

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4Q3 WM N



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Transporter: iii :- o', Zic •



Generator's Signature or Designee: ----- ,

Comments: _ .



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Ticket # 3ag,97 Truck #:

Tonnage M • CR I PO#

Driver's Signature:

(1/ Accepted By: ga

i-t-1(2 -r 436 4

Date: 7- 6-17

Date: tg-17

WASTE MANAGEMENT

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";4/2 Date:

Date:

Driver's Signature:

Accepted By: 7_1g

W WASTE MANAGEMENT, INC.




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Comments:



Ticket # 349qat°5-

Tonnage

Truck #:

PO#

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DZI Construction



Driver's Signature:

Accepted By: g6,

Date:

Date:




Bill To:

Transporter:

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Location:

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Generator's Signature or Designee: ... "-"

Comments:



Ticket # 3,2 (t',1 15- I tg -

Truck #: o 2 Tonnage PO#

V1UZV WASTE MANAGEMENT

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Comments:



Ticket # 3, 44 a `r5 Truck #: !C/ A l -6-6-4..A

Tonnage -33 po#

Driver's Signature:

Ls Accepted By: / (zi

Date: 7- 7

Date: 7- La --t

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Driver's Signature:

Accepted By:





Transporter: guy te h t




Comments:



Ticket # 3 a4 (99T

Tonnage 1'

Truck #:

PO#

(ow / (,,, g,)69

Date:

Date: 112—(7

a

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Transporter: Aft Atht fe deerdorJ,




Comments:



Ticket #

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Truck #: 6C9/

PO#

Date: 7- -- /7 Driver's Signature:

Accepted By: Date:

VVa WASTE MANAGEMENT

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Transporter: Hof te h t. ft' traq4,-,f,




Comments:



Ticket #

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3c2L-13027 Truck #:

PO#

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Truck #:

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Ticket #

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PO#

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Date:

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Bill To: DZ1Construct7_

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Comments:



Ticket # 3024331 Truck #: 5 7-1/3 Tonnage H.L7R PO#

Driver's Signature: J d4 Date: 7-60- /7

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WAST! .4NAGIEMENT

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Disposal Site:

Bill To:

Transporter:

Generator:

Location:

Johnson County

DZI Construction

6-gcs iRlfck/N" Kansas CVS Pharmacy LLC



Comments:



Ticket #

Truck #: /77,(E5 /F

Tonnage

/& , 3

PO#

Driver's Signature: Date: 7-6—/?

Accepted By: Date:

w WASTE MANAGEMENT

40:NNI N

Driver's Signature:

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Transporter: Moe tie h L fd "rie.4"/ 1:14—



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Generator's Signature or Designee: /"._ Comments:



Ticket #

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3 a433?

151 l05

Truck #: C' -C''17?

PO#

— 1.42 -17 Date:

WASTE MAN AGEMENT





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Comments:



Ticket #

Tonnage

Truck #:

PO#

Driver's Signature: Date: 7 --- 10-

Accepted By: Date: C,--(1


Driver's Signature:

Accepted By:




Bill To:

DZI Construction

Transporter:

Generator:

Location:



Comments:



Ticket # 3.2V 3S/ Truck #: (3

Tonnage ?3 po#

N\44

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3 C 4

Date: 7•--e — (7

Date: -7/0 7

WASTE MANAGEMENT

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Ticket #

Tonnage

Driver's Signature:

Truck #: /61

PO#

Date: /7

Date: -177



Disposal Site:

Bill To:

Transporter:

Generator:

Location:

Johnson County

DZI Construction

Mee Rich. te" 4"/ .1;"- Kansas CVS Pharmacy LLC



Comments:


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DZI Construction




Bill To:

Transporter:

Generator:

Location:

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Date:

Date: 7 -le-17

Driver's Signature:

Accepted By:




Comments:



Ticket # (14.103 Truck #: K .

Tonnage n - PO#

'MU WASTE P. AMUSEMENT

403WM N



Disposal Site:

Bill To:

Transporter:

Generator:

Location:

Johnson County

DZ1 Construction .----

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Comments:


6 _.5.5 e I ( Profile Number: 170948KS

Ticket #

591(3 2(S-

Tonnage 9,0, 10

Truck #:

PO#

Accepted By:

Driver's Signature: Date: 7 -- ‘ ;.-2.1004%.

Date: "7- ‘=:. --- ( -7

WASTE MANAGEMENT

403WM-N es





Transporter: *IV ievel43 / Inc.


Location:



Comments:



Ticket # 31` 11 2—

Tonnage /1 VO PO#

Driver's Signature: Date: 1-06 -1-)

Accepted By: Date: //-2

0.

WASTE MANAGEMENT

403WM N

1





Transporter: Mee ettAt l'-'?4-14"/ TAG,




Comments:



Ticket # 32' 3-4,

Tonnage 41.91/7--

Truck #: 6511( /-e-0,25'

PO#

Driver's Signature: Date: 7 — 4. — / 7

Accepted By: Date: "7/V 7

WASTE MANAGEMENT

403WM-N

Driver's Signature

Accepted By:



Disposal Site:

Bill To:

Transporter:

Generator:

Location:

Johnson County

DZI Construction

iti4X Atkt 1.,11440'). /




Comments:



Ticket # 30 74`1 3? Truck #:

Tonnage OCS -07U) PO#

Date: I 7

Date: 7-La -f-7

• E MANAGEMENT

403WM-N


Ticket #

Tonnagp

avk(tk54

L-1-1;

W WASTE MANAGEMENT, INC.




Transporter: MIERS4 6.




Comments:


Truck #: b 90 6, .1•4:1--

PO#

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eepted By: Date: 7- 7/.7

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75—/e06 Generator: Kansas CVS Pharmacy LLC



Comments:



Ticket # /5 - (e'

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Date:

Date: 7- (0- 11_

`eV WASTE MANAGEMENT

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Date:

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tr'74/4"/ 1;14—



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Johnson County

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...4144/aftiLl_i_s411 •




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Accepted By: Date: -7-to -17

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442,446-4--- ?Ad.-La& Transporter: 3




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Ticket # J L(5-en Tonnage I 15'' 56

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Accepted By: Date:

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01-0(0 - 11 Date: s Signature:

7- C Acc pted By: r. Date:

WAST MANAGEMENT, INC.


Dis • I sal Site: Johnson County

Bill o: DZ1 Construction

Tran porter: /{la, '444 id Jervii4r)./ TEL

Gen • rator: Kansas CVS Pharmacy LLC

Loc ion: 102 West Main Street

-- Gen rator's Signature or Designee: , ..7"--

Corn ents:

Wa e Description: Soil

Pro le Number: 170948KS

WAS MANAGEMENT, INC.


Dis osal Site: Johnson County

Bill o: DZI Construction

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Accepted By: C-74.< / Date:

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Date: 7K- 2/

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Transporter: 7 441..e #-%‘-c. —14/1 Lt 14-v1k-154



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Generator's Signature or Designee: ( ,_

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Accepted By: Date: '7 /4 //7

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4:kj Ticket # 345-76 Truck #: f ie-

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Profile Number: I 70948KS 68X-7 Ticket # 394 Truck #: c :171

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Ticket #

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Accepted By: Date: "7" 6- (

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Bill To: DZ1 Co s ion

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Generator's Signature or Designee: _.,:/7' ,

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Ticket #

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Date: 7-6-17

From: Dean Williams [KDHE] <[email protected] > Sent: Thursday, August 3, 2017 2:23 PM To: Wagner, Dana J; Deanna Ross [KDHE] Cc: Dennis Degner [KDHE] Subject: Draft Email regarding uncontaminated soil

Importance: High

Good afternoon,

Based on our review of available information, the soil appears to meet the criteria to be considered "Uncontaminated Soil" under KAR 28-29-501 and clean rubble as defined by KSA 65-3402(w); however, please note that it is the property owner/consultant's responsibility to verify that the material meets the criteria. Please also note that if the soil being moved offsite presents an odor or visually indicates that it is contaminated (staining), then the material does not meet the criteria and would be considered to be solid waste, regardless of previous analytical data.

See below for reference on KAR 28 - 29 - 501. Thank you.

28-29-501. Uncontaminated soil. For the purposes of K.S.A. 65-3402 and amendments thereto, "uncontaminated soil" shall mean soil that meets all the following

conditions: (a) The soil meets the definition of "construction and demolition waste" in K.S.A. 65-3402, and amendments 130 thereto. (b) The soil has not been generated at a facility that is under state or federal oversight for the investigation or cleanup of contamination, unless the state or federal project manager who is providing the oversight approves the use of the soil as clean rubble, as defined in K.S.A. 65-3402 and amendments thereto. (c) The soil exhibits no characteristic that would be expected to create either of the following if the soil is managed as clean rubble: (1) An odor or other nuisance that would be offensive to a reasonable person; or (2) an obvious risk to human health or safety or the environment, due to any physical or chemical property of the soil. (d) The soil is determined to be suitable for use as clean rubble by one of the following methods: (1) The generator of the soil determines that there is no indication of contamination in the soil. Indication of contamination shall be based on information readily available to the generator of the soil, including the following: (A) The visual appearance of the soil; (B) the odor of the soil; and (C) all known past activities at the site from which the soil is being removed. (2) The generator of the soil obtains analytical data from representative soil samples according to the requirements in subsection (e) and all of the following criteria are met:

(A) The soil is not a hazardous waste. (B) Total nitrate plus ammonia is less than 40 mg/kg. (C) The level of total petroleum hydrocarbons is less than N=1, as described in section 5.0 of "risk- based standards for Kansas" ("RSK manual"), published in June 2007 by the department and hereby adopted by reference, including all appendices. The GRO tier 2 value shall be 39 mg/kg and the DRO tier 2 value shall be 2000 mg/kg. (D) If the analyte is a chemical other than nitrate, ammonia, or a petroleum hydrocarbon, all of the following criteria are met: (i) There is no more than one anthropogenic analyte present in the soil. For the purposes of this regulation, the term "anthropogenic analyte" shall mean a chemical or substance present in the environment due to human activity. (ii) The anthropogenic analyte is listed in the KDHE tier 2 risk-based summary table in appendix A of the RSK manual. (iii) The concentration of the anthropogenic analyte is less than the level listed in the KDHE tier 2 risk-based summary table for residential scenarios for the soil pathway or for the soil to ground water protection pathway, whichever is lower. (3) The secretary determines that if the soil is used as clean rubble, the soil will not present a risk to human health or safety or the environment, based on information provided by the generator of the soil. The generator of the soil shall submit the following information to the department: (A) Analytical reports from representative soil samples; and (B) the following information, if requested by the department: (i) Analytical reports indicating naturally occurring background concentrations at the site from which the soil is being removed; (ii) the cumulative cancer risk level of all analytes; (iii) the hazard index value, as defined in K.A.R. 28-71-1, of all analytes; and (iv) any other information required by the department to evaluate the potential risk to human health or safety or the environment. (e) If analytical data is used to meet the conditions of this regulation, the following requirements are met: (1) At least one representative sample shall be collected and analyzed for each 500 cubic yards of soil. (2) Each analysis shall be performed and reported by a laboratory that has departmental certification, if this certification is available, for that analysis. (3) Each analytical report shall include the following information: (A) The results of each analysis; 131 (B) quality control data; (C) a copy of the chain of custody for each sample; and (D) a statement signed by the generator that the analytical results are representative of the soil. (4) The generator shall maintain each analytical report on file for at least three years after the report is received and shall make the report available to the department upon request. (Authorized by

K.S.A. 65 - 3406; implementing K.S.A. 2008 Supp. 65 - 3402; effective Jan 15, 2010.)

Dean I. Williams, P.E. Environmental Engineer Solid Waste Processing Group, Solid Waste Permits Section Bureau of Waste Management 1000 SW Jackson, Suite 320 Topeka, KS 66612-1366 Phone: (785) 296-2323 Fax: (785) 296 - 1592

From: Wagner, Dana J [mailto:[email protected]] Sent: Wednesday, August 02, 2017 12:24 PM To: Dean Williams [KDHE] <[email protected]> Cc: Deanna Ross [KDHE] <[email protected]>; Dennis Degner [KDHE] <[email protected] > Subject: FW: CVS-Gardner, KS Importance: High

Hi Dean. We really appreciate everyone's efforts on this. Per your request, attached is the lab report for the attached data table and figure sent July 19. For your record, I have also attached the lab reports for the other test pit sampling completed at the site. For ease of review, I have also attached a brief graphical presentation of the data from the excavated stormwater retention areas sent earlier to Deanna. As noted, the soil has been stockpiled adjoining each area and excavation activities in the stormwater retention areas were generally to a depth of 9 to 10 feet. At this point, the soil would be going to a future redevelopment site in Overland Park which is owned by People's Bank. The soil would be used on proposed commercial development parcels. As noted, we believe the proposed export soil meets the criteria for this proposed reuse. Would it be possible to get the determination by the end of business today? The general contractor has informed us that logistically this stockpiled soil needs to be removed to adequately continue with the CVS site construction work. Best. - Dana

From: Wagner, Dana J Sent: Wednesday, July 19, 2017 3:42 PM To: Dean Williams [KDHE] <[email protected] > Cc: Deanna Ross [KDHE] <[email protected] > Subject: CVS-Gardner, KS Importance: High

Hi Dean. Per my voicemail, we received the confirmation analytical results for the test pits: LP-4A ,TP- 6A, TP-7A, TP-12A (Stepout 1)- and TP-13 (75' feet west of TP-12) in the un-impacted proposed stormwater retention areas of the Gardner site. No evidence of staining, odors or organic vapors were identified in any of the test pits. The prior lab data indicated lab VOC artifacts and low level TPH-HRH believed associate with natural organic content in the soil. The recent confirmation lab results

indicated that all samples were non detect for VOCs and TPH with the exception of one low level detection of TPH- MRH in the test pit TP-7A. Prior results from adjoining TP-7 indicated ND for TPH- MRH. Based upon the results we would like to reuse this soil (between 2000 to 3,000 cy) at a nearby future subdivision in Gardner as unrestricted general fill. While there is no evidence of a release in these soils, we want to double check our proposed handling with KDHE. Of course, the developer/ contractor would like to keep moving on this as soon as practicable as the soil management is key to their schedule. Please advise if any issues and call or email if any questions. Best. -Dana

Dana J. Wagner, CHMM Principal I Environmental Services Terracon Consultants, Inc. 13400 - 15th Ave N I Minneapolis, MN 55441 P (763) 489 3161 I F (763) 489 3101 I M (612) 709 7193 [email protected] I terracon.com

The information transmitted is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material. Any review, retransmission, dissemination or other use of, or taking of any action in reliance upon, this information by persons or entities other than the intended recipient is prohibited. If you received this in error, please contact the sender and delete the material from any computer.

Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with responsiveness, resourcefulness, and reliability.

Private and confidential as detailed here (www.terracon.com/disclaimer) . If you cannot access hyperlink, please e-mail sender.

APPENDIX H VAPOR MITIGATION SYSTEM PLAN AND SPECIFICATION

GAR

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DESIGNED BY

DRAWN BY: APPVD BY:

SCALE

DATE:

JOB ACRD ND.

SHEET NO

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ALB AS SHOWN

00/1111

02157135

02157135

1 OF 4

SHEET VMS-1

VMS.2 VANS VM84

TREE SHEET AND GENERAL NOTES VAPOR MITIGATION SYSTEM PLAN TYPICAL VAPOR 111111EATON SYSTEM DETALS ROOF VENT PLANS AND DETALS

PLANS & SPECIFICATIONS FOR

VAPOR MITIGATION SYSTEM

PROPOSED CVS P10862 INC W. MAIN sTREET AND It CENTER STREET

OPPOSER. exam

PROJECT SITE LOCATOR

INDEX OF SHEETS

NOLCLESIELCSIMBELO

ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND TIE PUBLIC IS PROTECTED .

All. CONTRACTORS AND SUBCONTRACTORS SMALL COMPLY WITH THE 'OCCUPATIONAL SAFETY MID HEALTH REGULATIONS' OF THE U.S DEPARTMENT OF LABOR AND ALL LOCAL AND STATE REGULATIONS

THE OWNER AND THE VMS DESIGNER SHALL NOT BE RESPONSBLE IN ANY WAY FOR CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH

REGULATIONS' OF THE T.S. DEPARTMENT OF LABOR AND ALL LOCAL AND STATE REGULATIONS.

CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTOR OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS MID PROPERTY. THAT THIS REOMEMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY, AND HOLD THE OWNER AND TEE VMS DESIGNER HARMLESS FROM MIT AND ALL LIABIUTV REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPT FOR LIANLIT( ARISING FROM TIE SOLE NEGLIGENCE OF THE OMER OR THE VMS DESIGNER

II CASE OF CONFLICT BETWEEN THESE PLANS AND OTHER SITE DESIGN DOCUMENTS AND/OR MANUFACTURER SPECIFICATIONS I REQUIREMENTS THE APPROPRMTE PARTIES I COMPANIES WITH CONFULTNO DOCUMENTATION SHALL CONFER TO DETERMINE A MUTUALLY AGREED UPON SOLLMON.

RolEs I. AIM CANT ITV

A. CENRAL

T A PASSIVE VAPOR IATICATION SYSTEM MAR SNAIL BE INSTALLED AND WEL IN LACE A 30 ME DRY THICKNESS APPLICATION CF SPRAVAPPL ED ASPHALTIC IAMERML UNDERLAIN BY A LOW-PROFILE GAS VENT SYSTEM VENTED AT THE ROOF. TIE VMS N DEEMED 80 THAT IT cm BE coNTERTED TO MN ACTIVE SYSTEM AT A FUTURE DATE F NEEDED.

2. VMS DETAILS PRESENTED N ONES RAW AND SPECIFICATIONS MEL BE UTILIZED IN TIE CONSTRUCTER Cf TIE

SULIONS DESIGNATED ON SHEETS 01.46-1 THROUGH NASA. THE PASS OF DESIGN IS A OEM... FLED ASPHARC MERMAN MANUFACTURED BY CEO-PEAL" MID ASSOCIATED VENTING MATERIALS AS DESCRSED N THESE PLANS. REFERENCE TO THESE PRODUCTS ARE PROVIDED TO POMP RE SYSTEM AND MATERIALS ONY OD MAY BE SUBSTITUTED FOR EQUIVALENT PRODUCTS F AFPROVED ET TIE VMS DESIGNER IN WRENS.

IMO SCENCE TECHNOLLOTES, SAN GUMMI. 0,14411 ammo

3 TIE EIS MEINTIME WILL ALSO SERVE AS A MOISTURE SEMBRAE MO WILL REPLACE MR VAPOR OR MOISTUFE BARRIER SPOOFED IN THE STRUCTURAL DETALS INSTALLATION Cf A MOISTURE OR VAPOR BARRIER BETWEEN THE NE TAMBRANE AND BOLEROS FLOOR SLAB MAY VOID TIE WARRANTY PROVIDED BY 71E Gus mEmeRATE LIANJFAc TURETt

S . SYSTEM cam...moos

I TIE WAS INSTALLATIONS...ALL CONSIST O. BUT NOME LIMITED TO, DE FOLLOWER • SUPPLY AND INSTALL A DINOIAGGREGATE L NER BREATH FOUNDATION SLAB 8. SUPPLY MID INSTALL LOW PROFILE VAPORER POD AM3 ASSOCMTEDFITTINGS

c SUPPLY AND INSTALL. SINCH PM REMOLD PPM 6. SUPPLY AND INSTALL. PAN ASPHALTIC LATER • SUPPLY AND INSTALL BASE MIT PROTECTIVE 6 ML HOPE LAYERS BELOW AND ABOVE TM ASPHALTIC LAYER,

RESPECTIVELY PERFORM SMOKE AND COUPON TESTING OF TIE NISINDABRAM

I SUPPLY AND INSTALL STEEL OR CAST TROIS VERTICAL VENT PEER PETE SAMPLE PORTS. ANDGAS FRERES A. COMPLETE CONNECTION OF VERTICAL WM PEER PIPING TO ROOF I INSTALL ROOFSAOUNTED TROPE vENTEATGIS

2 ALL MATERIALS ARE TO BE DEL NERD, TO TIE PROJECT SITE N TIER ORIGINS. UNBROKEN PACKAGES BEARING THE MANUFACTUFERS LABEL SHORTIE BRAND. WEIGHT. VOLUME. BATCH NUMBER ANC BATE. MATERIALS ARE TO BE STORED AT THE PROJECT SITE IN STRICT COI/RANCE WITH TIE MANUFACTURERS PISTRICTIONS

X. ThEDUIENAINILDISNA

A. GAS VENT NOBS

A.I AGGREGATE LAYER

I A MINSIUM NICI1 LAYER OF GRAVEL AGGREGATE SMALL BE PROVIDED BENEATH TIE FOUNDATION SUE TEE AGGREGATE LATER SHALL BE A FLEE TO MOULT ARMES.* AND CONTAIN NO TAME MOO FEES (I E PAWING POO SEM* TIE GRADATION OF RE AGGREGATE PLACED MOM THE 1.10ABRATE SHALL mEET THE FoLLowN3 SPECIFICATIONS DR AS SPECIFED IN TIE GEOTECHNICAL RERGAT F APPROVED BY THE 550 DESEINR.

GRAVEL

Nen PerteN PRAWN

314' GRAVEL TAD GRAVEL 1.127 100

R5-100 3/4" 00-100 150 3/10 20-55 7045

MT A 0-10 0-23 Na. a 0-5 010

ASTIA C 191 Test Grades B C

2. TIE AGGREGATE WEL BE PLACED DINCHES ABOVE AND 1ANCH BELOW TIE VAPOR VENT PIPE Al &OWN N DE711E8112. MEET NE3

S. ANY AGGREGATE REMOVED WRING PLACEINNT CE UTTUTIES MUST BE PLACED BACK TO LEVEL GRADE MO COMPACTED AS SPECIFED WI TIE GEOTECNICAL ENGINEERS PROJECT PLATE AND SPEOFICATENS. UTILITIES PLACED PI THE AGGREGATE LATER MAY NOT SE LARGER MAN I-INCH N DIAMETER MOTES LARGER TIME INCH N DIAMETER MET BE BURIED INTO TIE SUPRA* NCH THAT NO MORE THAN 11010 TIE AGGREGATE LAVER IS AFFECTED.

A. THE SUBORACE UNDER THE AoGREGATE emu BE ROLLED 51100TH AND MOISTURE CONOTIONED A5 NECESSARY TO ACHIEVE THE COMPACTOR SPECIFIED IN THE GEOTEONICAL ROWERS SPECIFICATION

AS SIN-SLAB VAPOR VENT PINNG

I. SUB-SLAB LOW PROFILE VAPOR VENT PPM SHALL BE COINRISED OE ONE.FOOT WIDE BY ONE- INCH THIcK CORRUGATED HOPE PIPING WRAPPED IN GEOTEXTEE OR EQUIVALENT AS APPROVED IN WISENG BY TM MILS

DESIGNER VAPOR VENT PIPING PROVIDED BY LAND SCIENCE TECHNOLOGIES OR CFTC° MEETS DEMON

REOURELENTS

5 ROOFKOUMED TURBINE VENTILATORS SHALL BE LOCATED AT A DISTANCE OF NOT LESS THAN 00 FEET FROM MIT SUL ONG AR INTAKE AND AT A DISTANCE OF AT LEAST A FEET BROM ANY PROPERTY UP (SEE swcEr Am-4

THE ROOF-MOUNTED MINN VENTILATORS SHALL NOT SE PLACE IN A WIND SHADOW MO SHALL EXTEND TOO TATINum oF oNE FOOT Alm.* THE Ton oF PARAPETS OF A•PLICABLE/.

▪ pERIBETER INLET VENTS

1 F SPECIFIED BY TIE MS DESONER PERIMETER INLET VENTS PALL BE INSTALLED AT LOCATORS SHOWN ON SHEET VIAS-2. TIE Torts SHALL CONSIST OF 2-11401 BCH 60 PVC PIPED INSTALLED FR00.4 TEE AGGREGATE LASSO TRANsmcfm0 115001 OH TIE FOUNDATION WALLS TO AN EXTERIOR SLOTTED VENT PIPE TOTALLED TO TIE WIRER WALL A ANIMAL OF (FOOT ABOVE SURFACE GOP. PERIMETER INLET VENT PPNG **ALL BE INSTALLED *PLACE PRIME° CONSTRUCTION OF TIE FOUNDATION WALLS

2 F PRINTER INLET VENTS AK SPECIEFD BY TIE VMS DEEMER THE TYPE OF ME EXTERIOR VENT PLATE W61 BE SELECTED BY **ARCHITECT

3. PERIMETER NET VENTS ARE NOT RECIFE° FOR ENS SYSTEM.

WAS MEMBRASE

B.1 METOPES

I THE NE ASPHALTIC LAYER SHALL CORSET Cf A SPRAYED,* (OR LOCALLY TROWEL APPLIED/ ASPHALTC EMULSION LAYER BETWEEN A BASE LAYER MCA PROTECT/INLAYER

2. TIE BASE LAYER AND PROTECTIVE LAYER SHALL BE INSTALLED IN ACCORDANCE ASH TIE MANUFACTURERS SPEOFICATONS UNLESS OTHERWISE MEOWED AND ARROVED N WRING MINE WAS GEDENEFT

BS BASE AND PROTEMNE LAMS

I. THE BASE LAYER SHALL CONSIST OF 6 MIL RCP MATERIAL .

2. TIE LEPER SURFACE or TEE wAs AspHALTic LATER slim. BE COVERED WTI A PROTECTOR LAYER TIE pRorEcTNE LAYER IS INSTALLED AFTER TEE APPLICATION. CURPEL AND COUPON TESTING oF TEE ASPHALTIC LAYER THE PROTECT.* LAYER SHALL BE 6 AN TOPE MATERIAL

A. SEAMS OF DOER THE BASE LAYER AND TIE PROTECTIVE LAYER SHALL BE OVERLAPPED A IANIANA Cf 11NOES AND SEALED IN ACCORDANCE WITH THE SPECIFICATIONS SET FORTH IN REP PLANS (SEE DETAIL a, PEET VMS*.

8.2 SPRAY-APPLES ASPHALTIC LAYER

I. TIE ASPHALTIC LAYER SHALL CORSET OF A SPROAPPLED. SINGLE COURSE, NCR TIMID POLNER ROOMED ASPHALT EMULSION (OR EQUIVALENT AS APPROVED BY TIE VMS DESTINE% ME TAIERME MALL MW A INNTIAN CUPP (DRY) MICKIESS OF 30 MILS AND SHALL BE INSTALLED El ACOORLINCE NTH TIE LAAANEATTIFEas SPECIFICATIONS (UNLESS OTHERWISE SPECIFIED AND APPROVEDBY DE VIAL TESIONER)

2. TIE VMS ASPHALTIC LAYER SHALL BE PLACED BENEATH DE FLOOR SLAB FOOTPOS. NO TRENCHES N ACCORDANCE WIEN THESE PLANS AND DETALS. 11E VMS ASPHALTIC LAYER SFLALL NOT BE PLACED ON TOP OF ANY CONORETE PIERS OR OCTEMED ROAR.

BA POETFULTION SEEDS

1. WHERE UTILMES, VENT ONES, PIPPO, ELECTRICAL WARD RS, ETC. Re/maw TIE sue TELERATE. A 3-15011 COLLAR OF REINFORCEMENT FABRIC AND ASPHALTC MATERIAL SHELL BE PFOVIDED TO CREATE A CIASTIGRE SEAL AROUND TIE PENETRATOR PI ACCORDANCE WITH TIE MANUFACTLRERS SPECIFICATIONS AS SHOWN ON PEN 4, PEET VMS.. PENETRATIONS SHALL NOT BE IN CONTACT WITH ADJACENT PENETRATIONS OR OTTER OBJECTS TO ALLOW PROPER SEALING MONO EACH PENETRATOR.

2. WHERE PENETRATIONS SUCH AS ELECTRICAL UTIUTY CONDOM KNOW PPP*, ETC. ARE CONCENTRATED, A CONCRETE PENETRATOR BARK SHALL BE CONSTRUCTED TO SECEIRE DE PENETRATIONS EMPLACE (SEE PEAL 6. SHEET *ANL RE PENETRATOR BANK SHALL_ BE CONSTRUCTED UWE A MONO THICKIESS OF 12 INCHES MEADOR A MINIMUM OF 6 INCHES FROM ANY CONDUIT OR PLUMBING. ALLOYING FOR A misimulA 31101

AMACHIENT OF THE VMS MEMBRANE. SIMILAR TO AN ATTACHMENT TO AN INTERIOR FOOTING. TIE TOP CE CONCRETE PENETRATION BANK SMALL BE APPROXIMATELY INCHES BELOW TE BOTTOM OF TIE TOSSED SLAB SURFACE.

C. QUALITY ASSURANCE

1 RE VMS CONTRACTOR SHALL BE TINNED AND APPROVED BY RE VMS MATERIAL I.LONUFACTIFf FL THE SUBCONTRACTOR SHALL PROVIDE TIE NIS CESIONER PATNA LETTER FROM TIE MANUFACTURER (AT CONFIRMING THAT THE VMS SUBCONTRACTOR WAS RETAINED BY TEE DINER FORME PERFORMANCE OF THIS POPE OF WOW (8) 10 CERTIFED BY THE NEUF ACTINER FOR INSTALLATEN Cf TIE INTERIAE MO (CI WARRANTING MAT ITS WORKILOSHP IS FREE Cf DEFECTS WHEN TIME MATERILL IS **TALLEST* THE VMS SUBCONTRACTOR

2. A PRE-INSTALLATION CONFERENCE SHALL BE HELD PRE.13 TO RE APPLICATOR OF TEE VMS REPONSE TO VERIFY PROPER SUBSTRATE MO INSTALLATION CONATIONS MID PROCEDURES. AT A IANTIANA TIE 550 CONTRACTOR. THE SITE SUPERINTENDENT. AND THE 050 DESIGNER SHALL BE MESON AT MS MONO

PERMISSION AND CHANGES IN APPLICATION OF MEMBRANE SHALL THERM MANNARTED 70 RE VIE CESINER

3 A MOAN CLEARANCE Cf 24 INCHES IS REQUIRED FOR A TYPCAL SPRAY APPLICATOR OF RE ASPNALTIC LAYER FAR AMA. WITH LESS THAN 2•NCH CLEARANCE, TIE ASPHALTIC DYER MAY BF APPLIED BY HAND

• ALL PLUME**. ELECTRICAL, INCHANCAL AND STRUCTURAL ITEMS MAT ARE LOCATED BENEATH OR TIME PASS TNROLEN THE *AS MEMBRANE SHALL BE POSITIVELY SECUFED N THEM PROPER POSITIONS MO APPROPRIATELY FROTECEED PRIOR TO APPLICATION* THE ASPHALTIC LAYER

6 TIE VMS MEMBRANE SHALL BE INSTALLED BEFORE PLACEPENT OF REINEOPONG STEEL. F RENFORCING STEEL IS PRESENT AT DIE TIME OF Ammo-Mom ALL Expo5E13 REINFoRGELENT SHALE MAMAS BY TIE FOUNDATION CONTRACTOR PRIOR TO SPRAT' APPoicAlloo OF TE AspHALTic LATER

I RENFORONS STEEL. POMO. FORAM. ETC. SHALL HOT BEAR 131REcILT ON TEE mowERATE OR PROTECTIVE LAYER AND EOUIPIADR SHALL NOT BE DRIVEN OVER THE NEMENASE OR ITS PROTECTIVE LAYER WITHOUT PRIOR APPROVAL FROM THE VMS DESGNERMOMWFACTIRBR .

7 STAKES USED TO BLOND CONCRETE FORMS WALL NOT PENETRATE THE VMS MEMBRANE AFTER IT HAS BEEN NsTALLED F STALES NEED TO puNcTuRE TIE MEANNANE AFTER IT HAS BEEN INSTALLED. THE VMS DESIGNER MO INSTALLER %COLD BE NOTFED AND NECESSARY REPAIRS NEED TO BE MADE BY ME VISCONTRACTOR

S. FELOSITMEONS NOT SPECIFICALLY DETAILED IN THE INAS DESIGN SHALL BE HANDLED PER THE INTENT OF THEY PLANS MO SPEOFICATIONS. THE VMS CONTRACTOR MAY SUBMIT SHOP DRAWINGS FOR ALTERNATIVE NE PETALLATION METHODS. (REF STRUCTURAL FOUNDATION PLANS FOR COMPLETE DEPTHS AND DETAILS OF FOOTINCI. DEPTHS OF FOOTINGS SHOWN IN THESE PLANS ARE GENERALIZED. ACTUAL FOOTTO DEPTHS MAY VERO

1 APPROPRIATE CARE SHALL BE DEPOSED TO PROTECT TIE NS MEMBRANE AND PREVENT PENETRATORS SUSSECKENT To ITS APPLICATOR. RE PROTECENE LAYER SHALL BE KEPT FREE Of DM ASO DEBRIS TO PE EXTENT POSSIBLE UNTIL TIE FLOOR SLAB IS POURED. IT SHALL BE THE RES.PONSIBLITY OF TIE GENERAL CONTRACTOR TO ENSURE TAT THE VMS IARATINVE IS NOT PENETRATED BY OTHER COMPACTORS AFTER RE COMPLETION OF INSTALLATION ACTIVITIES

INSTALLATION

0.5 VAPOR VENT NNW NETALLATION

I. VAPOR VENT PIPING SHALL BE CONNOTED TO OTHER POW WITH A VAPOR VENT TO SNOT PVC PIPING TRANSITION FITTING P4 ORDER TO TO PROVIDE A VAPOR-TOM SEAL AT ALL CONNECTORS AND FITENOS AND SHALL BE CONSTRUCTED OF MATERIALS THAT COMPLY WITH THE °NEM.. Rumex° MO LecHANIcAL cams. ALL JONES SHALL SE TIGHTLY SEALED WITH APPROVED MATERIALS. ANY GLUE OR SOLVENT USE TO SEAL TIE PIPPO MUST BE FREE OF VOLATILE CROMIC VAPORS.

2. PLACEMENT OF AGGREGATE ABOVE TIE PIPING SHAD_ NOT YON BEFORE TIE V1A8 DEMMER HAS INSPECTED TIE GRADE AND ALIONENT O THE PPP*. THE BEDDING OF THE PIPING AND TIE .04515 BETWEEN THE PPM. ALL PIPING LOCATED WITHIN THE AGGREGATE LAYER PALL BE PROTECTED FROM PHYSICAL MADE.

HORTZONTAL P110 PIPING GREATER MN 10 FEET IN LENGTH SHOULD HAVE INS401 DIAMETER WEEP ROLES DRILLED ON THE BOTTOM OF ME PIPE APPROXIMATE* EVERY 6 FEET ANDEAN.° WRAPPED .

I. VENT RISER PIPE SHALL BE LOCATED WITHIN RE WALLS/CHASES OR SMALL BE SMORLY PROTECTED FREE PHYSICAL DAMAGE. DAMAGE INCURRED DUERO OTTER CONSTRUCTOR ACTIVRES OR BUILDNG OCCUPANCY COULD AFFECT SYSTEM PERFORMANCE.

OS VIM MEMBRANE AND PROTECTIVE LAYER DISTALLATONS

1. 12E SUBORADE SMALL BE MOISTURE CONDITIOIND AND COMPACTED BY TIE °RAMO CONTRACTOR AS SPECIFIED IN THESE PROJECT PLANS AND SPECIFICATIONS FININED SURFACES SHALL BE SMOOTH, UNIFORM AWl FREE OF DEBRIS H2O STANDIND WATER. FINAL SUBORADE INSPECTION/PREPARATION SHALL NOT PRECEDE TIE VMS RSTALLATION BY MORE THAN 12 NMS.

2 THE AGGREGATE LAYER SHALL BE MOISTURE CONDITIONED AND COMPACTED AS SPECIFED IN THESE PROJECT PLANS AND SPEOFCATIONS

S. F TIE VMS MEMBRANE IS TO BE PLACED ON A CONCRETE SURFACE CONCRETE SURFACES SHALL BE LEM BROOM FINTSFED OR WOODED. FREE OF PN1 DOT. 13/EBRIS. LOOSE MATERIAL. RELEASE AGENTS OR CUPRIC COMPOUNDS ALL 001130 MORE THAN 1/4-INCH M 51311-1 SHALL BE PROPERLY ELLS'S RH NON-SHREK GROUT OR AS SPECIFED ITE PROJECT PLANS AHD SPECIFICATIONS MASONRY JOHNS SHALL BE STRUCK SMOOTH WITH A METAL TOWEL ALL PENETRATORS SHALL BE PREPARED IN ACCORDANCE WITH THE ANNUFACTURERS SPECIFICATIONS.

• ALL MS •EIABRANE PENETRATIONS SHALL BE PREPARED IV ACCORDANCE MTH MANUFACRRERS SPECIFICATIONS WHERE POSSELE. ANY FORM STAKES THAT PENETRATE TIE VIA MEINEME NMI BE PEAR WHICH WOULD BE BENT OVER AND LEFT HERE SLAB.

6 TRENCHES SHALL BE CUT OVERSIZE AS PECESSARY TO ACCOMODATE INSTALLATION OF TIE sus NELeamE.

0. TIE WILLS OF FOOTING OR UTILITY TRENCHES SHALL BE NADOTH AND FREE OF ROOTS OR PROTRUDE.° MOOS.

2 FINAL BUSGRACE INSPECTOR I PREPARATION SHALL NOT PRECEDE THE WAS INSTALLATION EY MOE TRAN 72 HOURS

B. FELD OULLEY CONTROL NA VERY IMPORTAIR PINTO ALL INSTALLATIONS TIN VMS CONTRACTOR WALL CHECK THER OWN WORN FOR COVERAGE. THICNIESS, AND ALL AROUND 0000 WCARNMAHANP PRELIMINARY SMOKE AND °WPCS TESTING SHALL BE PERFORM° BY RE VMS CONTRACTOR PRIOR TO REQUESTING. FINAL OBSERVATION Cf

TESTING BY THE VMS DEMMER

MOSCH SCRAM COUPON SAMPLES SHALL BE CUT FROM ME INAS MEMBRAIN (AT LOCATIONS SPECIFED BY THE VMS DESIGNER PRIOR TO THE PLACELENTOF THE PROTECTIVE LAYER FOR A MAXIMUIA MEAD PO SCIUME FEET CF TM PETALLED SUN 0E1RRME THE THIONESS OF TIE COUPON SAINTE SHALL BE MEASURED BY THE *AS DosioNER ASH A DIGITAL CALIPER IMMO A RESOLUTION OF I ML OR BETTER 11E THICKNESS OF TE BABE LAYER SHALL BE DEDUCTED FROM TIE CONNED ASPHALTIC MID BASE LAYER DUCICIESS NI ORDER TO CETERIAME TE THOIDEBB oE TE AspHALTE LATER THE COUPON SAMPLE LOCATION SHALL BE MARKED BY TIE

WAS DESIGNER FOR RESPRAY

6 COUPON SNARING VOIDS MALL BE PATCHED BY TIN INAS CONTRACTOR BY OVERLAPPSO TIN 1100 BY A MEMO Cf 0 INCHES. A MN TAX 00AT OF ASPHALT° ERASION STALL BE APPLE° TO ADHERE TO TE BASE MATERIAL PATCH SPRAY OR TOWEL APPLES ASPHALTIC ERASION SHALL THEN BE APPLE° TO A 60 ML WOW DRY THCKNESS. EXTENDING AT LEAST 0 INCHES BEYOND TIE EDGES OF TIE PATCH .

O. ON CONCRETE SURFACES. TM WAS MINRANE SHALL BE CHECKED FOR COVERAGE WITH A LIGHTLY OLEO, NEEDLE NOSE DEPTH GAUGE. TIE INIIMAM MACRO SHALL BE FECORDED AND DE TEST AREA RITALL BE MARKED FOR REpAN ev TE vmsDIMGREFL

7 EACH COMPLETES MEAD VIN IMP MATERIAL AND ARM-ALEC LAYER SHALL BE SMOKE TESTED IN ACCORDANCE WMITHE MANUFACTURERS PROTOCOL TO CONFIRM RE *MOWN OF TIE VMS LEMBRANE A BATE TEST SHALL BE COINUCTED FOR A MAXON OF EVERY / MO SQUARE MOT AREA. ANY LEAKS WHICH ARE IDEIMFED PALL BE

REPAIRED AND RETESTED INTL ALL LEAKS ORPBFE ATIOOMF ELNINATED

WRITING THAT TIE MS MEMBRANE ALS BEEN INSTALLED AND TESTED WI ACC •N0 WITH TIE MANUFACTURERS SPECIFICATIONS S FREE OF LEANS. ANDRAS AN ASPHALTIC LAYSI A 041504 THICKNESS OF 30 MILS

I. SERVICES LISTED IN THE SPECIFICATION AS BEIM REWIRED BY TM VMS DESIGNER ARE DEPENDENT UPON OWNERS AUTFORIZATION D SAID SERVICES TO WAS DESIGNER. MO. BY TIMELY NOTIFICATIONS TO TIE VIII PROPER OF TIE PROJECT STATUS BY THE SITE SUPERINTENDENT F THESE TERTEcEs ARE NOT pERFoRLE13 By TIE Tom DENGNER, THE MANUFACTURERS WARRANT-YEW BE VOICED .

RECOMMENDED VAPOR INTNATION ORIN TASK SPELARY

TASKS TO BE COMPLETES RECOEMEMED CONTRA OR / TPA

• SENT OF (INCH MN. COMPACTED AGOREGATE

PREPARATION OF AMOR** TO ALLOW FOR MEMBRANE ATTACHMENT TO VERTICAL AND H• .• °NEAL SURF -

X

CONSTRUCTION OF 12-NON TREK CONCRETE PENETRATION BANKS WHERE INLITY CONDUITS ARE CONGER -MATED

X

a• PELEOAPVE N8 • ,,..• INSTALLATION OF PPE TRANSMONS THROUGH GRADE BEAM OR THICKENED BLABS

BACA* L OF AGGREGATE OVER TIE VAMR VENT PIPING AFTER TIE NSTALLATION IS OPPLETED. CONNECTION OF THE VENT RISER PIPPO TO AR OOF

O INSTALLATION F VENT PPE RISER SAMPLE PORTS AND ACCESS PAN • IN R • - WA

INSTALLATION OF 344011 VERTICAL VENT RISER PIPPO ICING A MINIMUM OF 2F ABOVE FINISHED ROOF

NSTALLATION OF MONTER SLOT VENTS IF SPECFED)

- •1 • VAL OF EXCE - . SOILS FROM BOLDS* MD NO SITE. IF NECESSARY

- • PENT OF BASE MO ASPHALTIC LAYERS

• LENT OF PROTECTIVE LAYER OVER ASPHALTIC X

' • • "

T. f ORGANC MATERIALS WITH POTENTIAL FOR GROWTH (EA SEEDS OR GRASSES) ARE PRESENT WITHIN TFE SUBORADE. THE GENERAL CONTRACTOR SHALL MP* A SOL STERILANE AT THE MANUFACTURERS RECOMMENDED RATE PRIOR TO TM INSTALLATION OF TENS MEMBRANE STANDARD OF CARE AND LINEATIONS

TE SERVICES HAVE ANN PERF ORIN° IN A MANNER CONSISTENT W1111 GENERALLY ACCEPTED PRACTICES OF

2. VAPOR VENT PIPING SHALL BE PETALLED AT LOCATIONS SHOWN ON SHEET NEC MO PLACED WIMN THE 41•01

AGGREGATE LAYER LOW PROFILE VAPOR VENT PIPING SHALL BE PLACED SUCH MAT 10 AREA BENEATH TIE SLAB IS TAME IRAN 26 FEET FROM THE VAPOR WM PIPING.

S. VAPOR VENT PIPING SHALL BE CONNECTED TO A VAPOR VENT-TON PIPE A.DAPPOR THREEANCH PVC PIE SHALL CONNECT THE MONITORE° A 3 1 SCIEDULE MEADER PPE. THE HEADER PIPE SHALL BE CONVECTED TO A 3.1801

PVC ELBOW TURNIP, UP THROUGH TIE FLOOR SLAB ADJACENT TO FOINTATION FOOTINGS MID STRUCTURAL COL LIME. A FLEXIBLE COWL.* SHALL BE PLACED ON TIE PVC ELBOW AS SHOWN IN DETAL O. SHEET VIA.4 THIS PIPING SHALL BE IN PLACE PRIOR TO POURING TIE FOUNDATON GRADE BEAMS OR FOOTINGS WHEN POURED SEPARATELY FROM TIE FLOOR SLAB. ENS MAIM SHALL BE ACCOMPL 'BED IN COMPLIANCE WITH DE ALL ARIICELE BUILDING CODES AND WITH TIE AppROTAL OF THE PROTECT STRuCTITRAL ENTINEER ARDOR SUILDNG OFFICIAL

A.3 ABOVE SLAB VAPOR SOT RISER

I. THE VAPOR VENT RISER TO THE ROOF SHALL BE CMPRIBES OF 3.1101 DIAMETER STEEL OR CAST RON (SEE RETAIL 0. MEET *19-4). RISER PIPING SHALL BE LOCATED MINN TIE WALLS/CRAPS OR INSTALLED ADJACENT TO INTERIOR SUPPORT COLUMNS.

2. THE RISER PIPE TO THE ROOF SHALL BE FULLY SUPPORTED DROWN TIE ENTRE HEIGHT OF THE WILTING WITH PIPE CLANS OR SIMILAR SUCH TILL NO DOWNWARD FORCE (DUE TO TIE WEIGHT OF TIE RISER PIPE) IS EXERTED ON TIE SUBSLAS VENING SYSTEM.

N. A RISER RPM SAMPLE PORT SHALL BE INSTALLED AS SHOWN ON PEAL 3. BEET VMS. F INSTALLED IN AN INTERIOR NHL. A ILLIS-INCH MEDIUM SECURITY ACCESS PANEL (SEE DETAL 3. SHEET SION SHALL BE PETALLED BETWEEN 2 AND 6 FEET ABOVE TIE FLOOR SLAB N ORDER TO ACCESS TIE VENT SYSTEM FOR AR ROM RATE MONITORING OR TO PETAL. A BLOWER FOR AN ACME ON IF NEEDED

A. THE RISER PIPE MALL BE EQUIPPED WITH A 3401 BALL VALVE TO ALLOW FOR SHUTOFF OF AIR FLOW ABOVE TIE VALVE DURING SAMPLING OR OPERATION OF AN ACTIVE SYSTEM. A 30X1-154M1 REDUCE° TEE SHALL BE INSTALLED BELOW TIE VALVE ANDEOUIPPED WITH A MO NCH EN-TIGHT REMOVABLE MOLE THREADED PLUG (SEE DETAIL 3. SHEET NEAL

5. PLACARDS SHALL BE INSTALLED ON EACH MEM RISER APPROXIMATELY EVERY 6 FEET AND AT ANY EXPOSED ROM PINE (SEE DEEM 6, SHEET 01(48-A TIE PLACARDS CAN BE OBTAINED AT

YODYMMELINGEISMISOMOINNSQUALONL

6. A VMS MIERME IDENTIFICATION SIN SHALL BE INSTALLED PI UTILITY MO MECHANICAL ROOMS NEE MTN I. SHEET VIA9-4). TN GIGS IS TO BE PLACED ON THE WALLS AT EYE LEVEL MO SHALL NOT BE COVERED OVER TIE LOCATION OF THIS NOTIFICATION WILL OE DETER/APED BY TIE CONTRACTOR OMER OR BUILDING off ciAL. TEE

TEMMEATON NOT CM POWERED AT Ma(L89i0T*8=i0U(218MB**CS;thUZML

AA PASSIVE TURBINE VENTILAIOR

I. A PASSNE TURN& VENTILATOR CAPABLE OF 20 CFR FROM A 4 MPH WE SPEED SHALL BE INSTALLED ON THE TOP OF EACH VENT RISER PIPE ABOVE THE ROOF LEA. TIE VENTILATORS SHALL INCLUDE BASES AND ALL OTHER REQUIRED ACCESSORIES FOR A SECURE CONNECTION TORE VAPOR VENT RISER PIPE*

2 THE ALRA 0.1-3 ROOF VENT IS AN ACCEPTABLE PASSIVE TURBINE VENTILATOR (SEE DETAILS I A 2, SHEET VIAS-4). THIS TURBINE ELIAMFACTURED BY ACTIVE VENTILATION PROOLCTS. SILL MOOM734133 J5T(T.ILLCZ2E(I d.

3 114 PASSIVE TURBOS VENELATORS SHALL BE INSTALLED N ACCORDANCE WITH INDUSTRY STANDARDS AND AS RECOMANDED BY TIE MANLIFACTIRER

A. RISER PIPES SHALL TERMINATE A TAINIMUIA OF 24 INCHES ABOVE TIE ROOF-LINE. EQUIPPED MTH A ROOF-MOUNTED TURBINE VENTILATOR AND BRACED APPROPRIATELY. (SEE DETAL I SHEET VMS•

3 TIE INSTALLATION OF TIE VMS INIABRATE SHALL BE CLOSELY MONITORED BY RE WAS DESIGNER OR HIS DESIGNATED REPRESENTATIVE INSPECTIONS SHALL TYPICALLY BE PERFORMED PRIOR TO. DOM* AND SUBSEOUENT TO TIE INSTALLATEN OF TIE VAPOR VENT PIPPO MID APPLICATION OF THE LTA9 LEADRATE. TI II THE RESPONSEETTV OF THE **CONTRACTOR TO NOTIFY THE SITE SUPERINTEICEM NO VMS DESIGNER WITHIN THREE (*WORKING DAYS OF BEGINNING ANY PORTION OF REWORK

A. ALL SURFACES WHERE THE VMS MEMBRANE TERISMATES SHALL BE INSPECTED MO APPROVED BY ME VMS CONTRACTOR FOR THE PERFORMANCE OF THE SCOPE OF WORK. MO BY THE VOL DESIGNER PRIM TO TIE CONTRACTOR COMENCING WORK

6 MORRO WIRING TIE FLOOR SLAB OVER THE VMS MEMBRANE. TE VMS DESKNER SHALL INSPECT AND APPROVE TIM 11E VMS MEMBRANE WAS PETALLED INT ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. CONSTRUCTION OF DE FLOOR BLAB Emu NOT PROCEED wilHouT WRITTEN CERTIFICATION OF SUCCESSFUL INSTALLATION BY THE MN SUBMIT/NO.0FL

S. SUBMITTALS

I THE VMS CONTRACTOR SHALL SUBMIT ANY UPDATES OR REVISERS TO THE MANUFACTURERS MATERRL DATA AND RECOMMENDED INSTALLATION PROCEDURES TO TIE VMS DEARER FOR REVIEW AND APPROVAL AT LEAST SEWN (*WORKING DAYS PRIOR TO THE NSTALLATION OF THE VMS MEMBRASE.

a. THE SUBCONTRACTOR SHALL SUBMT REPRESENTATIVE SAMPLES OF TIE FOLLOWING MATERIALS TO THE VMS DESIGNER FOR APPROVAL. AT LEAST SEVEN (7) WORM° DAYS PRIOR TO NSTALLADON OF THE MASLEMERANE

• BASE LAYER MO PROTECTIVE LAYER MATERIALS • ASPHALTIC MATERIAL • AGGREGATE MUER* • LOW PROFILE VENT PINE

AT IRE COMPLETES OF INSTALUMOR THE VMS CONTRACTOR SHALL SUBPAR A LETTER TO TIE TIN DESIGNER AND TO THE OWNER CERTIFYING TNT VMS INSTALLATION WAS COMPLETED IN ACCORDANCE WITH THIS VMS DESIGN SPECIFICATION AS WELL AS INNUFACTURERSPECIFICATIONS.

TERRACON RECOMMENDS THAT TIE OWNER OBTAIN MI EXTENDED WARRANTY FOR TIE VMS mEIMMTE. THE MANLIFACTURER PROVIDES PRODuCT MOOR sYsTELA wARRANTEB FOR THE was ma/GRATE RANGING FROM ONE YEAR TO SO YEARS PI DURATION.

1 TIE VIE MATERIALS INAUFACTUFER MAY PEWEE SUBMITTAL OF DESIGN °CONAN'S. ENVIRONI.ENTAL REPORTS. GEOTECNICAL REPORTS, OR OTHER DOCUMENTATION FOR REVIEW PRIOR TO ISSUSE AN EXTENDED WARRANTY. (AND ADDRIOIML WBIBMY APR.* TIE OWNER TROLLS CONTACT TIE SELECTED LAANLIFACTARER FCR TEEIR wARRANTT Uwe.

I. EXTENDED hosuFAcTuRENs NARRANTES MOT BE RESENTED BY THE OWNER PRIOR TO VMS INSTALLATION BO REOLIESTS BEING SOLICITED FROM VIE INSTALLATION CONTRACTORS

F. JOB CONDITIONS

I. TIE AREAS ADJACENT TO TIE VMS MEMBRIVE ARE TO BE PROTECTED BY TIE VMS CONTRACTOR CORSO THE PERFORMANCE OF ENS SCOPE OF WORK WHERE NECESSARY, MASKS/00R OTHER PROTECTIVE MEASURES SHALL OF UTLINO TO PREVENT STAINING OF SURFACES BEYOND TIE LOTS OF THE SPRAY APPLICATOR OF TIE ASPHALTIC LAYER

2. WORK IS PO BE PERPONED ONLY WHEN ERSTE° AHD FORECASTED WEARER CONDITIONS APE WITHAL THE MANUFACTURER RECONENDATIONS FOR THE MATERIAL ANT PRODUCT USED. TIE APPLICATION OF RE VIE REMORA& COMPOUNOS SHALL BE SUSPENDED IF RE AMBIENT TEMPERIPURE FALLS BELOW 40 F, OR MARE PERODS OF PRECIPITATOR. APPLICATION Of THE VMS MEMBRANE MAY BE PERFORMED BELOW 46• F. BUT ONLY WITH WRITTEN PERMISSION FROM TM VMS MEMBRME MANUFACTURER. TIE MANUFACTURERS WRITTEN

S RE PROTECTIVE LAYER SHALL BE PETALLED OVER TIE NO CURED ASNYLTIC LAYER NO LATER THAN RECOMNIDED BY MANUFACTURER AND BEFORE STARTING SUBSEQUENT CONSTENCTION OPERATIONS. VISUAL INSPECTION MO SMOKE TESTING ELISE BE PERFORMED PRIM TO MACRE THE PROTECTIVE LAYER OVER TIE ASPHAL TIC LAYER.

OE SEALING PENETRATORS

I ALL PENETRATORS SHALL BE CLEANED AND PREPARED TO PROVIDE PROPER ADHESION OF THE ASNIALTIO LAYER MR A VAPOR TOM SEAL. METAL PENETRATIONS SHALL BE SAWED CLEAN NO PREPARED U5110 EMERY CLOTH FOR PROPER AOESICN OF THE ANNELLE LAYER.

2. ALL PENETRATORS SHOULD BE SECURED PRIOR TO INSTALLATON OF THE VMS MEMBRANE SYSTEM. PENETRATION SHALL ROT BE 131 CONTACT W 111.1 ADAGE'? PENETRATORS DR OTHER OBJECTS TO ALLOW PROPER SEALING mouND THE ENTRE PENETRATOR CIRCLNAFEFENCE WHEN PESETRATIONS SUCH AS ELECTRCAL CONDUITS, PLUMBER PEN. ETC ARE CONCENTRATED, A CONCRETE PENETRATOR SAFE WILL BE CONSTRUCTED PRIOR TO 550 IMMINIME PLACEINNT. TIE CONCRETE PENETRATION BANE WEL CONSIST Of A INNAN TRIMNESS OF 12 NOES OF CONCRETE, EXTENDING A INEALEI OF S TAMES BOON/ TIE EDGE OF EACH PENETRATION TO ALLOW FOR ATTACMENT OF THE VIASINMEIPAIN (SEE INTO. S, SHEET VA NE

3 TIE BASE LAYER SHALL BE CUT AROUND PENETRATIONS SO THAT IT LAYS FLAT ON THE SUEORADE THERE SHOULD NOT BE A GAP LARGER THAN IMOD. BETWEEN TIN BASE LACER AND 11E PENETRATES (SEE PEAL A BEET NEN

• ONE COAT OF TOWEL GRADE ASPHALTIC MATERIAL OR ASPHALTIC SPRAY MATERIAL MOULD BE AIMED TO TIE BASF GEOTEXTILE LAYER AND AROMA> TIE PENETRATIONS AT A THICKNESS Of SO LES PENETRATORS SHOULD BE TREATED NA 0-1101 RADIUS AROUND THE PENETRATION MO IN:MS*00 THE PENETRATOR OBJECT.

R. BASE LATER MATERIAL OR REINFORDENNT FABRIC SHALL BE USED AS AN ELEEDOED COLLAR PLACED AFTER TIE FART APPLICATION OF TIE ASPHALTIC SPRAY OR ASPHALTC TROWEL GRADE MATERIAL A SEC00 PIE COAT* ASPHALTIC MATERRL SHALL TEN BE APPLIED OVEN THE EINECOED REINFORCING LAYER ENSURING TIE COMPLETE SATURATION OF TIE EMBEDDED LAYER MO TORT SEAL AROUND THE PENTRATION.

I TIE PENETRATION SHALL BE WRAPPED WITH A POLYPROPYLENE CABLE TEAT A PONT 2 NCNB ABOVE THE BASE OF THE PENETRATION. RE CABLE TE SOUL BE TIGHTENED FINNY SO AS TO SQUEEZE DE CURED SEROWE COLLAR BUT NOT TOO TORT TO SLICE INTO TE FININED SEAL (SEE DETAS. 4. SHEET NA5Q) THE CAME TIE MAY BE INSTALLED IMMEDIATELY AFTER THE EINEDLED COLLAR HAS BEEN INSTALLED .

N. INSPECTORS

1 TIE INSPECTION OF ALL VAPOR MT1OATON SYSTEM INSTALLADON ACTIVITES SHALL BE PERFONED BY TIE OM DEFIER (OR TER DESIGNATED AGENTS AT A MINIMUM, INSPECTION SHALL TAKE PLACE ONCE AT TIE FOLLOWING STAGES OF TIE PETAL LOCH. AS DEEMED NECESSARY BYTE VMS DESIGNER

• AFTER THE INSTALLATION OF THE Low PROFILE LENT Pimp AND PRIOR TO INSTALLATION OF TOE AGGREGATE LAYER ABOVE TM VENT PIPING,

• DURING THE INSTALLATION OF THE BASE LAYER • DURING TAN SPRAY APPLICATION OF TIE ASPHALTIC LAYER. • DURING SMOKE IESTNes.

AFTER DE INSTALLATION OF TIE PROTECTIVE LAYER, REINFORONO STEEL, MO ALL FOUNDATION FORA WOW PRIOR TO. AND AT TIE FIRST HOMO, TIE OF CONCRETE POUR FOR THE FLOORS**

• ORM MOAT /ME OMPLETION OF TEE VERTICAL VENT RISER RPM MO ROOF VERT INSTALLATION.

0. 714 BABE LAYER SHALL FRET BE LAO ON TEE AGGREGATE LAYER x ACCORDANCE WON TIE MATERIAL TIE PR°FMCS LISMRIN'ES N SN"A DESIGNS THE SALE GETS

INALFACEIRERS SPECFCATONS ALL SEM* SHALL BE OVERLAPPED A MEDAN OF 0 INCHES MANY OPEN MORAY OR oTNER TEE5cHE5 PRESENT AT THE OE OF APPLICATION SHALL BE L NED WITH BASE LAYER EXPOSE AT THE INSTALLATION Of THE VAPOR MMOATION SYSTEM THESE SEMMES WERE PERFORMED PI AOCORDAICE WMI THE

LEAST O ONES afro THE ADJOIN/I° 5150810€ THE BABE LAYER SHALL BE AI IM EOM. ccenAcT WON ALL WORE SERMEa "REED WITH MU' OEM. WS REFLECTED W WWR WWWWSAL

NTERIoR FouNDATIoN coRNERB. TE AspHALTIc LATER SHALL BE SPRAY AIMED AT ALL OVERLAPPED SEAMS TO A THICKNESS OF SORES MEOW

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NOTES:

EXTENT OF VMS MEMBRANE

LOW-PROFILE VENT PIPING

SOLID PVC PIPING WITH WEEPING HOLES DRILLED EVERY 1C1

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MEASUREMENTS MAY BE FIELD ADJUSTED PROVIDED ACCURATE AS-BUILT DRAWINGS ARE PROVIDED TO THE VMS DESIGNER

SEE STRUCTURAL FOUNDATION PLANS FOR COMPLETE DEPTHS AND DETAILS OF FOOTINGS. THIS DRAWING IS NOT TO BE USED FOR FOUNDATION LAYOUT. ENGINEERS SEAL COVERS VMS DESIGN OILY. SEE STRUCTURAL PLANS FOR DETAILS

GENERAL CONTRACTOR TO COORDINATE VENT RISERS AND SAMPLE PORT LOCATION AT WITH OTHER TRADES TO AVOID CONFLICTS VENT RISERS SHALL BE LOCATED INSIDE INTERIOR WALLS.

VMS MEMBRANE SHALL BE INSTALLED UNDER THE EXTENT OF ALL OCCUPIED AREAS.

VMS CONTRACTOR TO MAKE CONNECTIONS BETWEEN LOW-FROFILE VENT PIPE AND HEADER PIPE AS NECESSARY

A A 8 B B 8

TYP EXT GONG CAPE THRU SLAB

SF3

CF 3 33 - PI 33A

CL FTC ASO P 1.33A

FTS (;› FT]

P2A

L

CL FTG AND PM

LOCATE AT CORNER OF BUILDING

112 3

STOREFRONT O

SJ 18'

a a a a CF2

TYPO DT FP2 A,

SJ

—,.

RI O.

FT9

18'

19

SJ TY" a STOREFRONT

14 3g-31

CFI 33 3 NOES

CF3 33

1.1

TYP C4

CL FTC AND P2A

FT5—

CL FTG AND PM

FTT

38'41-

LION

NAT

DESIGNED BY.

DRAWN IN WYO. BY. SCALE .

DATE :

JOB NO. ACAD NO.

SLEET NO

I/ DJ DMA ALS

AS MOWN ovt tiR 02157135 Q2151135

3 OF 4

O

SHEET VMS-3

O TYPICAL SECTION AT FOUNDATION

MOT 10 SCALE O PENETRATION BANK (W REQUIRED) MOT TO SCALE

TYPICAL VERTICAL MEMBRANE TERMINATION

O MOT TO MIS

ri-) TYPICAL HORIZONTAL MEMBRANE TERMINATION

\Li' MOT lO SCALE

VMS MEMBRANE

4" AGGREGATE LAYER

SEE DETAIL 6, VMS3 SEE DETAIL 6, VMS-3

FLOOR SLAB

44-- VMS MEMBRANE

4" AGGREGATE LAYER

FLOOR SLAB

VMS MEMBRANE

4' AGGREGATE LAYER

FLOOR SLAB

SEE DETAIL 6, VMS-3

4' AGGREGATE LAYER

VMS MEMBRANE 'f", ----

4" AGGREGATE LAYER

VMS MEINBRALE (SEE DETAILS I N 2. SHEET

EASE

2. ION

ENCASE UTILITIES %WHIN IT CONCRETE POURED PRNE TO PLACEMENT OF VMS MENERANE

TOP OF PENETRATION BMW SHALL BE APPROXIMATELY LE BELOW MIMI GRADE OF CONCRETE SLAB

LENGTH AND TOOTH OF CONCRETE SHALL ESTERO A MINIMUM CE EMCEES FROM THE OUTSIDE ECGE OF PENETRATIONS

SPRAY APPLY OR HMO TROWEL ID ML ASPHALTIC MEMBRANE TO VMS MEMBRANE AND MEETNEEN PENETRATIONS B CONCRETE FOOTRICk:• .

B MIL HDPE PROTECTIVE LAYER ASPHALTIC MEMBRANE (30 MIL)

5 MIL HDPE BASE LAYER

4' AGGREGATE BELOW VMS MEMBRANE

FLOOR SLAB

VMS MEMBRANE

4" AGGREGATE LAYER

SEE DETAIL 6, VMS-3

CONCRET WALL

4 CONCRETE SLAB

•

• 5 MIL HDPE PROTECTIVE LAYER ASPHALTIC MEMBRANE (30 MIL)

5 MR HOPE BASE LAYER

9" AGGREGATE BELOW VMS MEMBRANE

A.

ASPHALTIC MEMBRANE (30 MIL)

ASPHALTIC MEMBRANE (30 MIL)

FLOOR SLAB Th1/4

VMS MEMBRANE .44!"

4' AGGREGATE • LAYER

SEE DETAIL 6, VMS-3

FLOOR SLAB

VMS MEMBRANE

4' AGGREGATE LAYER

SEE DETAIL 6, VMS-3

6-1-8•A TYPICAL SECTION AT FOUNDATION

MOT TO SCALE

FLOOR SLAB—

(--,;\ TYPICAL SECTION AT FOUNDATION

V....)

12\ TYPICAL SECTION AT FOUNDATION

MOT TO SCALE

3" FNPT BALL (SEE DETAIL 3, SHEET

FURNISH SAMPLE PORT THROUGH INTERIOR WALL WITH 3" GAS

THREADED CONNECTION REMOVABLE MALE THREADED

(SEE DETAIL 3, SHEET

VMS MEMBRANE PENETRATION (SEE DETAIL 4, SHEET

NOT TO SCALE

VALVE VMS-4)

TIGHT WITH PLUG

VMS-4)

VMS-3) 111

WALL CAVITY

FURNISH PLACARD ON VENT RISER APPROXIMATELY EVERY 5 FEET AND ON ANY EXPOSED PIPING (SEE DETAIL 5, SHEET VMS-4)

3" DIAMETER STEEL OR CAST IRON VENT RISER

3" PVC PIPE

FLEXIBLE COUPLER VMS MEMBRANE (SEE DETAILS 1 8 2, SHEET VMS-3) BIWNIIMIlf ARM

1111111111111M, 2" AGGREGATE BELOW VMS MEMBRANE g LOW PROFILE VENT PIPING

3" PVC ELBOW 1" AGGREGATE BELOW VENT PIPING

LOW PROFILE OUTLET WITH 3" CONNECTION

3" DIAMETER SCH. 80 PVC TRANSITION PIPE

c.) TYPICAL SECTION AT FOUNDATION

MOT TO SCALE

6-1 TYPICAL SECTION AT FOUNDATION

.2.7 NOT TO SCALE c-.) TYPICAL SECTION AT FOUNDATION ()TYPICAL VENT RISER WITH SAMPLE PORT

MOT T 0 SCALE MOT TO SCALE

CONCRETE FLOOR SLAB 5 'AL AC' S PROTECT'' LMII_ REFERRED ID AS THE

ASPHALTIC LAYER DO ML/ VMS MEMBRANE S MIL MOPE MY LAVER N OTHER METALS

GRANULAR LAYER TOSE INSTALLED BY TIE GENERAL CONTRACTOR

GRANULAR LAYER

LOW PROFILE TAPER couEcrox PIPING

REFERRED TO AS VMS MEMBRANE DI OTHER DETAILS BRAE

O TYPICAL SU•SLAB VAPOR MITIGATION SYSTEM MOT TO SCALE O

VMS MEMBRANE OVERLAP DETAIL

MOT TO SCALE

CONCRETE FLOOR SLAB

S ML ROPE FabrAcSA LATER

LAYER (20

B HOPE BABE LAYER

NODAL PANORA. ASPHALTIC LAYER

0 TYPICAL SUB•SLAB VAPOR MITIGATION SYSTEM

NOT TO SCALE

1

REINFORCEMENT I FOGRIC

97.c.°° Cr0117SOCT Ogg 0

O VMS MEMBRANE PENETRATION

NOT TO SCALE

Ind . LOW PROFILE VAPOR COLLECTOR PENG (TRAPPED II NOENW EN NEEDLE PUNCHED FILTER FABRIC)

GRANULAR LAYER UNOER MIS LEMBROME

COMPACTED SUNGRADE PLR GEOTECHNICAL REQUIREMENTS

07,1°T0 005cf

MIL HOPE PROTECTIVE LAYER

MI MIL MIN ASPHALTIC DATER

5 MIL NOSE BASE LASES

GRANULAR LASER

suBGBASE SOIL

FLOOR SLAB

VMS MEMBRANE

4' AGGREGATE LAYER

SEE DETAIL 6, VMS-3

O TYPICAL SECTION AT FOUNDATION NOT TO SCALE

FLOOR SLAB —

VMS MEMBRANE

TY

PIC

AL

VM

S M

EM

BR

AN

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>- (1) U) 0

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CEN

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ENT

PLAN

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DET

AILS

DESIGNED BY

DRAWN BY AFPVII SCALE DATE JOB NO

02157135

4 OF 4

MDJ

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AS SHOWN 00/11117 02157135

ALAS NO .

a

SHEET VMS-4

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I I ii i 2P MIN (i E NOTE AAA, SHIT WAS-1)

SEAL PENETRATION PER ROOFER SPECIFICATIONS

FURNISH PLACARD ON EXPOSED PIPING (SEE DETAIL 5. SHEET VMS-4)

9' STEEL OR CAST IRON VENT RISER

FLASHING TO BE PROVIDED BY ROOFER

MECHANICALLY FASTEN PER ROOFING MANUFACTURERS WRITTEN INSTRUCTIONS

_

_

INTERIOR WALL

Stilt MEDIUM SECURITY /SCE PANEL

LARGE LETTERS MIN. 112 HIGH

PVC PIPE FROM VAPOR VENT TO r PVC PIPE ADAPTOR

OM MEMBRANE PENETRATION -111 3. PVC ELBOW

VMS LIBRANE

-- FLEXIBLE COUPLER NOTE. GROUND 3. DIAMETER STEEL

OR CAST IRON PIPE WITH A GROUNDING ROD

ri-\ VAPOR VENT PIPE PLACARD NOT TO SCALE

(-7-)I VERTICAL RISER PIPE SAMPLE PORT ON RI MOTTO SCALE OO VMS

MEMBRANE IDENTIRCATION PLACARD NOM SCALE

NOTE THE PLACARDS SHOWN IN DETAILS A65 CAN BE OBTANED AT WWW COMPLIANCESIONS COINTERRACON SHTIAL

TYPICAL HORIZONTAL TO VERTICAL TRANSITION OF VAPOR VENT RISER PIPE MOT TO SCALE

•—••=,‘,..1

(7) ROOF MOUNTED TURBINE VENTILATOR NOT TONNE

T DIAMETER STEEL OR CAST IRON

12x12 MEDIUM SECURITY ACCESS PANEL

LEGEND:

0 ROOF MOUNTED TURBINE VENTILATOR

FURNISH VENT PIPE PLACARD ON VENT RISER PIPING

APPROXIMATELY EVERY 5 FEET ON ANY

EXPOSED PIPING (SEE DETAIL 5. SHEET VMS-4)

BRACE VERTICAL RISER PIPE EVERY 5 FEET OR AS REQUIRED BY PLUMPING CODE

ECCCCCCI

•

_dr

VENT PIPE PLACARD (DETAL 5. SHEET WARN

ROCFAG CONTRACTOR TO SEAL PENETRATION

ROOF SURFACE

ROUTING AND MOUNTING TO BE PERFORMED BY GENERAL CONTRACTOR INTERIOR WALL

GAS TIGHT r FNPT GATE VALVE

11 OAS TIGHT REMOVABLE MALE THREAD PLUG

T DIAMETER STEEL OR CAST IRON VERTICAL RISER PPE

DI I

nITIMPn 11R' GAS IGHT REMOVABLE MALE THREADED PLUG

THIS NOTIFICATION IS TO BE INSTALLED IN UTILITY AND MECHANICAL ROOMS AND PLACED ON THE WALLS AT EYE LEVEL AND SHALL NOT BE COVERED AND SHALL BE VISIBLE AT ALL TIMES .

LOCATION OF INFORMATION TO ME DETERMINED BY PROJECT CONTRACTOR, OWNER OR BUILDING OFFICIAL .

VAPOR MITIGATION SYSTEM

VAPOR VENT PIPE. IF DAMAGED

IMMEDIATELY NOTIFY BUILDING

OWNER .

ALL SIGNS PLASTIC WITH ADHESIVE BACKING

LARGE LETTERS MIN. 112' HIGH

RED LETTER ON WHITE OR YELLOW BACKGROUND

THIS PLACARD SHALL BE POSTED ON EACH VENT RISER APPROXIMATELY EVERY FIVE FEET, AND ALSO ON ANY EXPOSED RISER PIPING

GAS TIGHT r FNPT GATE VALVE

CONCRETE SLAB

3 DIAMETER STEEL OR CAST IRON PIPE

TOUGH GUY, ACCESS POOR MEDIUM

SECURITY, 1612 INCH GRANGER ITEM N: 1UE7

OR EQUIVALENT

AURA AVG ROOF MOUNTED TURBINE VENTILATOR OR EQUIVALENT (SEE NOTE A4.2, SHEET VMS-1)

9' to A- COUPLING

100 10 NI0 1001 100 A A 0 01 00 0 0 nom 01010 l∎ A A

TYPICAL ROOF PENETRATION DETAIL O NOT TO SCALE

• M. Awe MogrIetar ea m e rolhOmeer rap

• Mt Awn, LML.90 draw. Awl So • por

• Uteri WWI°. Bum, math oa bleitole/GemAllne

• AwNYINe in Aral TWAT ond AC we

RISER BRACING AT 5 FOOT INTERVALS OR AS REQUIRED BY PLUMBING CODE

O

TT I

LPSAIBCPIPP 1117-.11=1*

t -4) - — -

14.0.011MCNIPWWP

SINGLE PO/ MEMBRANE ROOF . FOLLY ADHERE) OR MOGI INSULATION ON I Ill METAL DECK .11

III

III NJ

, , I ,,. v., ,, _ 4,_

,... ,/ ... ..„ e

SILO

0

AE

INIPEMIP

V-3

R3

Mi Be BA

—

BLO

L.P. BANG( 1

I

k MS RY MINIIMNIROOF MAY MANED ON SW MINOS mac* swan.*

u=11

rW XPLIAMMS

}

Q0430N Dom IM MUMPS

= - —U

L.P. BEECH •

,E

141..110•Ii IS-S

CANOPY ROOF OILMAN) OVERFLOW TWO WALL RE. 19A2

HI*

-o

C

38*-0*

0 6 10 IS go ma BaTia

ANASSeen SONS

SEE TYPICAL ROOF PENETRATION DETAIL (DETAL 1, SHEET VMS-4)

r DIAAETER STEEL OR CAST IRON PPE

T DIAMETER STEEL OR CAST IRON PPE

WARNING THIS BUILDING IS PROTECTED WITH A VAPOR MITIGATION SYSTEM. ANY

PROPOSED PENETRATION OR ALTERATION OF FLOOR SLAB

REQUIRES NOTIFICATION OF THE OWNER AND ASPECTION BY A QUALIFIED VAPOR MITIGATION

SYSTEM DESIGNER

The Aura PVC Pipe Cap

Lw1MILE Yr a *roam., Locur VC MEL• Sa Mora weir • ...um SwEV G. PVC Wpm

Co 116 r me* Owlmwol PVC Ow •47/0w. NE ow

mENI impAR **Me am GOMM* up *Gm

APPENDIX I KDHE VMS PLAM AND SPECIFICATION APPROVAL LETTER

Division of Envirnnment Curtis Stoic Office fluilding 1000 SW Jackson Si., Sone 400 Topeka, KS 66612-1367

Phone: 755-296-1535 fax: 755-296-8-164

wn55.kdheks.gov

Susan Mosier, MD, Secretary

Department of Health & Environment Stun Brownback, Governor

September 18, 2017

Mr. Richard Fuller Senior Manager Corporate Environmental Kansas CVS Pharmacy LLC do CVS Health Woonsocket, RI 02895

RE: Approval, Plans & Specifications for Vapor Mitigation System, Proposed CVS Pharmacy #10862, Gardner, Johnson County, Kansas

Dear Mr. Fuller:

The Kansas Department of Health and Environment (KDHE) has completed its review of the document titled "Plans & Specifications for Vapor Mitigation System, Proposed CVS Pharmacy #10862, NWC W. Main and N. Center Streets, Gardner, Johnson County, Kansas." The document was submitted by Terracon, on behalf of Kansas CVS Pharmacy LLC, and received by KDHE via email on September 15, 2017. Preparation and submittal of the document were in response to requirements contained in the Voluntary Cleanup and Property Redevelopment Program Agreement 17VCP0008, which was executed on June 21, 2017.

KDHE hereby provides approval of the vapor mitigation system plans and specifications document and requests the following:

1. In the vapor mitigation system (VMS) installation report to follow, KDHE requests a discussion and/or work plan/manual be provided related to the operations, maintenance and monitoring of the VMS and its effectiveness in treating any potential vapor intrusion (VI) and indoor air issues at the site.

Please feel free to contact me at 785-291-3247 or via email ([email protected] ) with any questions you might have. KDHE appreciates your cooperation.

Sincerely,

J,1-4-kct.6

Brad Johnson Voluntary Cleanup Unit/Assessment & Restoration Section Assessment and Restoration Section

c: Deanna Ross > Brad Johnson > Proposed CVS Pharmacy - Gardner (C4-046-73479, 1.0) Dana J. Wagner, Terracon

From: Van Hoy, William F Sent: Monday, October 9, 2017 12:39 PM To: Wagner, Dana J Subject: Fwd: RE: RE: Proposed CVS Pharmacy

We have approval from KDHE, but we just need to update the plans and resubmit (please see forwarded message below). Get Outlook for Android

Forwarded message From: "Brad Johnson [KDHE]" <[email protected] > Date: Mon, Oct 9, 2017 at 12:36 PM -0500 Subject: RE: RE: Proposed CVS Pharmacy To: "Van Hoy, William F" <[email protected] >

Hi William,

Thanks for updating KDHE. We do not foresee this modification being an issue related to VI as long as the engineer signs/stamps off on the structural component(s) of the plans. We do request an updated figure (and stamped) which I can place in the file.

Thanks again,

Brad

Brad Johnson Project Manager Voluntary Cleanup Unit/Assessment & Restoration Section Bureau of Environmental Remediation Kansas Department of Health and Environment 1000 SW Jackson, Suite 410 Topeka, KS 66612 Phone: 785.291.3247 Fax: 785.559.4261 Email: [email protected]

Original Message From: Van Hoy, William F [mailto:[email protected]] Sent: Monday, October 09, 2017 12:12 PM To: Brad Johnson [KDHE] Subject: RE: RE: Proposed CVS Pharmacy

Hi Brad-

The VMS plans that we submitted require a slight modification (with the weather, we are completing the install this week, and I am on site now inspecting the initial phase of this installation). The CVS calls for a 4 (four) inch concrete slab over the VMS membrane, but the plans detail a 6 (six) inch concrete slab (please see detail 7 (seven) in page 2 (two) of the

approved plans). This is the only ammendment to these plans. The engineer is writing this up. and we will have this in writing today, but I wanted to inform you first.

Do you forsee this modification (going from a 6 (six) inch slab to a 4 (four) inch slab) being an issue?

Thank You,

William Van Hoy 940-297-5858

Get Outlook for Android

On Tue, Sep 26, 2017 at 8:32 AM -0500, "Brad Johnson [KDHE]" <[email protected] > wrote:

Good morning William,

No need to submit another field notification---The one you submitted on 9/ 13/2017 indicates the duration of the work will occur over 30 days. This is sufficient for the file. Thanks for checking in with us.

Brad


From: Van Hoy, William F [mailto:[email protected]] Sent: Monday, September 25, 2017 8:56 AM To: Brad Johnson [KDHE] Subject: RE: RE: Proposed CVS Pharmacy

Hi Brad-

There was a delay in the delivery of materials, and due to some weather last week, we will be on-site today at the Gardner CVS VMS installation. I am heading there now.

Would you like me to submit an updated Field Notification form with today and tomorrow's dates?

Thank You,

William Van Hoy Environmental Technician II Terracon D (913) 998 7403 I M (940) 297 5858 [email protected]

Check out news you can use from Delivering Success

From: Brad Johnson [KDHE] [mailto:[email protected]] Sent: Friday, September 22, 2017 9:09 AM To: Van Hoy, William F <[email protected]> Subject: RE: RE: Proposed CVS Pharmacy

Thanks William---and yes, Monday is no problem. I just wanted to have this one since it has the stamp (for the file.)

Thanks again,

Brad


From: Van Hoy, William F [mailto:[email protected]] Sent: Friday, September 22, 2017 9:07 AM To: Brad Johnson [KDHE] <[email protected]> Subject: RE: RE: Proposed CVS Pharmacy

Hi Brad-

It has been mailed out, over-nighted through FedEX, to your address in your signature line. Unfortunately, it won't get there until Monday. Is that okay?

Thank You,



From: Brad Johnson [KDHE] [mailto:[email protected]]

Sent: Friday, September 22, 2017 8:50 AM To: Van Hoy, William F <[email protected] > Subject: RE: RE: Proposed CVS Pharmacy

Thanks William and no problem. I am going to check with some of the other sections as well. Sometimes our unit mail ends up with them.

Brad


From: Van Hoy, William F [mailto:[email protected]] Sent: Friday, September 22, 2017 8:48 AM To: Brad Johnson [KDHE] <[email protected]> Subject: RE: RE: Proposed CVS Pharmacy

Yes. It was mailed to the address in your email signature, and it was sent out on Monday. I will get another one in the mail right away, and have it over-nighted to you. Sorry that this did not get there. I am not sure what happened. Thank you for letting me know.

Thank You,



From: Brad Johnson [KDHE] [mailto:[email protected]] Sent: Friday, September 22, 2017 8:46 AM To: Van Hoy, William F <[email protected] > Subject: RE: RE: Proposed CVS Pharmacy

Hey William, I have not received the sealed version as of this morning. Normally when you

all mail something we seem to receive it within 2 days. Was the document sent to the address shown in my email signature below?

Thank you sir,

Brad


From: Van Hoy, William F [mailto:[email protected]] Sent: Monday, September 18, 2017 12:38 PM To: Brad Johnson [KDHE] <[email protected] > Subject: RE: RE: Proposed CVS Pharmacy

Nice. The version that I emailed you is the unsealed/unstamped version.

I mailed out an 11x17 sealed version as well. It has been folded to fit into an envelope, though. I hope that is okay.

Thank You,



From: Brad Johnson [KDHE] [mailto:[email protected]] Sent: Monday, September 18, 2017 11:13 AM To: Van Hoy, William F <[email protected] > Subject: RE: RE: Proposed CVS Pharmacy

Good to talk with you also---thanks for sending this over. The changes you

made allowed me to view and print them as 11x17 documents.

Thanks again,


From: Van Hoy, William F [mailto:[email protected]]

Sent: Monday, September 18, 2017 10:04 AM To: Rupert, Tim S. <[email protected]>; Brad Johnson [KDHE] <[email protected] > Subject: RE: RE: Proposed CVS Pharmacy

Brad- Great to talk to you. I've got a good jacket, and a thick pair of boots in case we get a good amount of snowfall this winter. I'm looking forward to firing up the fireplace, too.

Please find the attached unsigned VMS Design Sheets as requested. I am mailing you an 11x17 sealed copy as well. If you have any issues, don't hesitate to contact me, and we'll get this figured out right away.

Thank You,



From: Van Hoy, William F Sent: Monday, September 18, 2017 9:36 AM To: Rupert, Tim S. <[email protected]›; '[email protected] ' <[email protected] > Subject: RE: RE: Proposed CVS Pharmacy

Good Morning Mr. Johnson- Is it the file size that is giving you problems (storage/MB), or the size of the text? I am happy to help. Currently, I am separating the notes and text from the first page, and placing it on two different pages in order to increase the text size so that it is easier to read when printed on 11x17. Would you like me to reduce the file size for you (less than 1MB), increase the text size, or maybe there is a better way that I can help with this? Please let me know what I can do to help. Thank You,



Forwarded message From: "Brad Johnson [KDHE]" <[email protected] >

Date: Mon, Sep 18, 2017 at 8:32 AM -0500 Subject: RE: Proposed CVS Pharmacy To: "Rupert, Tim S." <[email protected] > Good morning Tim,

Are you all able to send over a smaller version of the VMS document (for printing/filing purposes)---maybe like an 11x17, etc?

I've tried changing the size but since the document is signature -locked against editing I think I am running in to issues with decreasing the original image (from a 36.00x24.00) to something smaller which is still legible.

Thanks Tim,

Brad


From: Rupert, Tim S. [mailto:[email protected]] Sent: Friday, September 15, 2017 3:00 PM To: Brad Johnson [KDHE] <[email protected] > Subject: RE: Proposed CVS Pharmacy

Here you go, sir! Hope you have a wonderful weekend. Also, an analytical lab called to check because they thought there might be a misprint because they delivered a lab kit to the KDHE addressed to Kyle Loftus. Did KDHE hire a Kyle Loftus?

Tim Rupert, P.G. Environmental Department Manager Terracon 13910 West 96th Terrace I Lenexa, KS 66215 D (913) 202 7598 I F (913) 492 7443 I M (512) 940 5726 [email protected] I www.terracon.com/kansas_city

From: Brad Johnson [KDHE] [mailto:[email protected]] Sent: Friday, September 15, 2017 1:51 PM To: Rupert, Tim S. <[email protected] > Subject: Proposed CVS Pharmacy

Hey Tim,

I received a field notification for the VI mitigation installation at the Proposed CVS Pharmacy in Gardner (Johnson County). Dana had indicated I should expect to receive the VI Mitigation work plan by today (for field work

next week). I wanted to check in with you since your listed as the alternative contact on the field notification form and I know Dana has limited email availability due to traveling.

Thanks Tim,

Brad















Private and confidential as detailed here (www.terracon.com/disclaimer) . If you cannot access hyperlink, please e-mail sender. </ [email protected]</[email protected]</[email protected]</b [email protected] </[email protected]</[email protected]</bradl [email protected]</[email protected]</[email protected] </brad [email protected]</[email protected] </[email protected]</will [email protected]</[email protected]</[email protected] < /[email protected]

APPENDIX J VAPOR MITIGATION SYSTEM INSTALLATION

CHRONOLOGY

9/25/2017: Initial VMS inspection site visit to verify the sub-floor soil. It was noted that the soil type was not the correct specification (see photo) which required removal and replacement with the specified sub-floor gravel.

10/09/2017: Returned to verify correct installation of sub-floor gravel, inspect and verify installation of VMS components into the sub-floor gravel are correctly installed and correctly connected to the riser pipes as specified in the plans approved by KDHE.

10/11/2017: Inspected the installation of the first membrane layer to specification including the

seals around the penetrations, ample overspray, and the correct overlap.

10/12/2017: Inspected the completion of the initial membrane layer installation including taking multiple coupons, smoke testing, and sealing the bottom membrane layer. Top layer of membrane was installed according to specification, and sealed according to the specified plans.

10/17/2017: Arrived to inspect the concrete pour over sub-floor VMS membrane and components. Holes were made in the western portion of the sealed membrane layers when spikes were driven through the VMS membrane and into the subfloor. The VMS membrane installation contractors returned to seal the holes created in the membrane, and the membrane was smoked tested again, and sealed according to specifications. This allows the VMS membrane contractors to warranty the membrane layer. The concrete was poured over the eastern half of the membrane that was not compromised, and remained sealed, tested, and inspected.

10/18/2017: Inspected the final concrete pour over the western half of the re-sealed and re-tested VMS membrane system. Documented the overspray and correct installation and thickness of the system as specified in the approved plans.

12/1/2017: Inspected the riser pipe components including the correct valve installation, connections and riser equipment.

aaf

i',44,•••••

1/26/2018: Inspected the final components of the VMS installation including the placards, vents, and access boxes as per the specifications set forth in the approved KDHE design plans. The Vapor Mitigation System at the CVS Gardner site has been installed according to the submitted specifications.

APPENDIX K POST-DEVELOPMENT VAPOR INTRUSION

RISK VISL CALCULATIONS

Site-specific VISL Results Commercial Equation Inputs

* Inputted values different from Commercial defaults are highlighted. Output generated 17JUN2019:09:20:41

Commercial Air

Default Value

Form-input Value Variable

AF.,, (Attenuation Factor Groundwater) unitless 0.001 0.001

AF. (Attenuation Factor Sub-Slab) unitless 0.03 0.03

AT (averaging time - composite worker) 365 365

ED. (exposure duration - composite worker) yr 25 25

EFt. (exposure frequency - composite worker) day/yr 250 250

ET (exposure time - composite worker) hr 8 8

THQ (target hazard quotient) unitless 0.1 0.1

LT (lifetime) yr 70 70

TR (target risk) unitless 1.0E-06 1.0E-06

Is Chemical Is Chemical Sufficiently

Does the chemical

Does the Sufficiently chemical Volatile and Toxic

Volatile and Toxic to

meet have to Pose Inhalation Target

the inhalation Pose Inhalation Risk Indoor Air

definition toxicity Risk Via Vapor Concentration

for data? Via Vapor Intrusion from (TCR=1E-06

volatility? (IUR Intrusion Groundwater or THQ=0.1)

CAS (HLC>1E-5 and/or from Soil Source? Source? ) Toxicity Chemical Number or VP>1) RfC) > C u. ,Target?) > C „. ,Target?) (1-43/(11° ) Basis

Dichloroethane, 1,2- 107-06-2 Yes Yes Yes Yes 4.72E-01 CA

Target Sub-Slab and Near-source

Soil Gas Concentration

(TCR=1E-06 or THQ=0.1) C ,Target

(iIghn")

Target Groundwater Concentration

(TCR=1 E-06 or THQ=0.1) C.. ,Target

(PA)

Is Target Groundwater Concentration

< MCL? (Cy, < MCL?)

Pure Phase Vapor

Concentration C

(25 'C)\

(PTine)

Maximum Groundwater

Vapor Concentration

C..c 1

(pc/n3)

Temperature for Maximum Groundwater

Vapor Concentration

(°C)

Lower Explosive

Limit LEL (% by

volume) Chemical

Dichloroethane, 1,2- 1.57E+01 9.78E4.00 No (5) 4.20E+08 4.15E+08 6.20 25

Chemical LEL Ref

IUR (ughn')"'

IUR Ref

RfC (mgine)

gl Mutagenic

Indicator

Carcinogenic VISL

TCR=1 E-06 C.

(pg/m1)

N

Dichloroethane, 1,2- CRC89 2.60E-05 I 7.00E-03 P No 4.72E-01

oncarcinogenic VISL

THQ=0.1 CAM

3.07E+00

Commercial Vapor Intrusion Screening Levels (VISL)

2

Key: I = IRIS; P = PPRTV; 0 = OPP; A ,TSDR; C = Cal EPA; X = PPRTV Screening Level; H = HEAST; D = DWSHA; W = TEF applied; E = RPF applied; U = user provided; G = see RSL User's Guide Section 5; CA = cancer; NC = noncancer.

Commercial Vapor Intrusion Risk

3

Output generated 17J 1:09:20:41

CAS Chemical

Number

Dichloroethane, 1,2- 107-06-2

Site Groundwater Concentration

C 1

(pg/L)

Site VI Indoor Air Carcinogenic

Concentration Risk C 1 CDI

(Ng/m')

VI Carcinogenic

Risk CR

3.07E-07

VI Hazard VI

CDI Hazard IUR (mg/m') HQ (ug/m1'

3.30E-05 4.72E-03 2.60E-05 3 1 45E-01

1 18E-02

*Sum

3.07E-07

4.72E-03

Chemical IUR Ref

Chronic RfC

(mg/in')

V

a a

Temperature

(T)\ for

Groundwater Vapor

Concentration Mutagen?

Dichloroethane, 1,2- I 7.00E-03 PPRTV 25 No

*Sum

Chemical Properties

4

Output generated 17JUN2019:09:20.41

Does the chemical

meet the

definition for

volatility?

Does the chemical

have inhalation toxicity data? (IUR 3

V

2ce

Vapor Pressure

CAS (HLC>1E-5 and/or VP VP S S MCL Chemical Number or VP>1) RfC) MW (mm Hg) Ref (m9/L) Ref (ug/L)

Dichloroethane, 107-06-2 Yes Yes 98.96 PHYSPROP 7.89E+01 PHYSPROP 8.60E+03 PHYSPROP 5 1,2-

Chemical HLC

(atm-m3/mole)

Henrys Law

Constant (unitless)

H' and HLC

Ref

Henry's Law

Constant Used in Calcs

(unitless) 1:),.1

(arils) D,1 Ref

1:)1,,1 (arils)

IV Ref

Normal Boiling Point

BP (K)

Dichloroethane, 1,2-

1.18E-03 4.82E-02 PHYSPROP 4.82E-02 8.57E-02 WATER9 (U.S. EPA, 2001)

1.10E-05 WATER9 (U.S. EPA, 2001)

356.65

Critical

Enthalpy of vaporization

at the normal

boiling point

Lower Explosive

Limit LEL

Temperature (')/6 BP TC TC \ Ict by LEL

Chemical Ref (K) Ref (cal/mol) Ref (cm'ig) Ref volume) Ref

Dichloroethane, PHYSPROP 5.62E+02 CRC89 7643.40 CRC89 39.6 EPI 6.20 CRC89 1,2-

Site-specific VISL Results Commercial Equation Inputs

* Inputted values different from Commercial defaults are highlighted. Output generated 17JUN2019:08:37:09

Variable

Commercial Air

Default Value

Form-input Value

AFg,, (Attenuation Factor Groundwater) unitless 0.001 0.001

AF" (Attenuation Factor Sub-Slab) unitless 0.03 0.03

AT (averaging time - composite worker) 365 365

ED. (exposure duration - composite worker) yr 25 25

EF. (exposure frequency - composite worker) day/yr 250 250

ET (exposure time - composite worker) hr 8 8

THQ (target hazard quotient) unitless 0.1 0.1

LT (lifetime) yr 70 70

TR (target risk) unitless 1.0E-06 1.0E-06

No (5) 1.57E+01 9.78E+00

Is Chemical Is Chemical Sufficiently

Does the chemical

meet the

definition for

volatility?

Does the chemical

have inhalation toxicity data? (IUR

Sufficiently Volatile and Toxic Volatile and Toxic to

to Pose Inhalation Target

Pose Inhalation Risk Indoor Air

Risk Via Vapor Concentration

Via Vapor Intrusion from (TCR=1E-06

Intrusion Groundwater or THQ=0.1)

CAS (HLC>1E-5 and/or from Soil Source? Source? MIN(C„ ,C„„) Toxicity Chemical Number or VP>1) RfC) (C, > C,.,Target?) (C„ > C, ,Target?) (pg/rn') Basis

Dichloroethane, 1,2- 107-06-2 Yes Yes Yes Yes 4.72E-01 CA

Target Sub-Slab and Near-source

Soil Gas Concentration

(TCR=1E-06 or THQ=0.1)

C„ ,Target

(ii9/1111

Target Groundwater Concentration

(TCR=1E-06 or THQ=0.1) Cg- ,Target

((AO-)

Is Target Groundwater Concentration

< MCL? (C , < MCL?)

Pure Phase Vapor

Concentration C

VP

(25 '(')1

(Ng/m')

Maximum Groundwater

Vapor Concentration

C„1

((i9/(W)

Temperature for Maximum Groundwater

Vapor Concentration

)

Lower Explosive

Limit LEL (% by

volume)

Dichloroethane. 12-

Chemical

4.20E+08 4 15E+08 25 6.20

LEL IUR IUR Ref (ug/mT Ref

RfC RfC (mg/m') Ref

Cardnogenic VISL

TCROE-06 Mutagenic Indicator (1.1g/rnI)

Noncardnogenic VISL

THQ220.1

Chemical

Dichloroethane, CRC89 2.60E-05 I 7 00E -03 P No 4.72E-01 3.07E+00

Commercial Vapor Intrusion Screening Levels (VISL)

2

Key: I = IRIS; P = PPRTV; 0 = OPP; A = ATSDR; C = Cal EPA; X = PPRTV Screening Level; H = HEAST; D = DWSHA; W = TEF applied; E = RPF applied; U = user provided; G = see RSL User's Guide Section 5; CA = cancer; NC = noncancer.

Commercial Vapor Intrusion Risk 3

Output generated 17JUN2019:08:37:09

Chemical CAS

Number

Site Groundwater Concentration

C gw 1

(pg/L)

Site Indoor Air

Concentration C

la\

(µg/m3)

VI Carcinogenic

Risk CDI

(iginV)

VI Carcinogenic

Risk CR

VI Hazard

CDI (mg/m3)

VI Hazard

HQ IUR

fug/WY'


*Sum

107-06-2 3 1.45E-01 1.18E-02 _

3.07E-07

3.07E-07

3.30E-05 4.72E-03

4.72E-03

2.60E-05 _. . ,...

Chemical IUR Ref

Chronic RfC

(mg/m3)

re cc 1

Temperature

(T)1

for Groundwater

Vapor Concentration Mutagen?


1 7.00E-03 PPRTV 25 No

*Sum

Chemical Properties 4 Output generated 17JUN2019:08:37.09

Does the chemical

meet the

definition for

volatility?

Does the chemical

have inhalation toxicity data? (IUR

Vapor Pressure

CAS (HLC>1E-5 and/or MW VP VP S S MCL Chemical Number or VP>1) RfC) MW Ref (mm Hg) Ref (MR-) Ref (ugIL)

Dichloroethane, 107-06-2 Yes Yes 98.96 PHYSPROP 7.89E+01 PHYSPROP 8.60E+03 PHYSPROP 5 1,2-

Chemical HLC

(atm-mgmole)

Henrys Law

Constant (unitless)

H' and HLC

Ref

Henry's Law

Constant Used in Calcs

(unitless) D,.1

(cm2/s) D,1 Ref

D,1 (cmqs)

Dw1 Ref

Normal Boiling Point

BP (K)


1.18E-03 4.82E-02 PHYSPROP 4.82E-02 8.57E-02 WATER9 (U.S. EPA. 2001)

1.10E-05 WATER9 (U.S. EPA, 2001)

356.65

Enthalpy of vaporization

at the normal Limit

Lower Explosive

Critical boiling point LEL Temperature (°A°

BP TC TC AH \ AH01 K k K.,1 by LEL Chemical Ref (K) Ref (cal/mol) Ref (cml/g) Ref volume) Ref

Dichloroethane, PHYSPROP 5.62E+02 CRC89 7643.40 CRC89 39.6 EPI 6.20 CRC89 1,2-

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