HomeMy WebLinkAbout06050037 Correspondence
HNTB Corporation
The HNTB Companies
Engineers Architects Planners
111 Monument Circle
Suite 1200
Indianapolis. IN 46204-5178
Telephone (317) 636-4682
Facsimile (317) 917-5211
www.hntb.com
May 8, 2006
HNTB
Mr. Jim Blanchard
Building Commissioner
City of Carmel
One Civic Square
Carmel, IN 46032
Re: Building Elevation 2-ft above 100-year Flood
Indianapolis Water White River North
Ground Water Treatment Plant
Dear Mr. Blanchard:
This letter is to certify that the Purification Building at the Indianapolis Water White River North (WRN)
Ground Water Treatment Plant has been designed with a finished floor elevation of747.0 which is two
feet above the 100-year flood elevation of745.0.
Please find attached the Flood Insurance Rate Map (Panel 235 of 290) which covers the WRN site. Our
site is between Sections F and G showing a 100 year flood elevation of745.0. Also attached is the stamped
site drawing with the process building finished floor elevation shown at 747.0 and the stamped hydraulic
profile showing the 100 year flood level at 745.0 and the filter foundation finished floor elevation at 747.0.
Please contact us if you require any additional information.
Very truly your,
HNTB 7
i ~ /
---;~~D.~nce, P.E.
Senior Project Manager
PDS/jsb
cc: Mr. Richard C. Claus, P.E., HNTB Corporation
Mr. Bob Bruner, P.E., Bowen Engineering Corporation
1:\42786 - Vcolia Water - WRN\Correspondcnce\Blanchard+Flood Elevation OS0806.doc
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MAY-05-2006 FRI 08:33 AM IDEM/OWQIDWB
FAX NO, 3173083340
p, 01 Q,Q
Office of Water Quality
Indiana Department of Environmental Management
Drinking Water Branch
100 North Senate Ave
Indianapolis, IN 46207-7148
Phone #S,
Fad 3/ -
5- ~ - C
To: .._'~
CoJDep.t> Ii /VI J5
- & 3 r;, - j"-I; 8',;2
- 5c2//
# of Pages(including coversheet):
From;~L~
CoJDept> Depl.of Environmental Mgt.
Date Sent:
!-/'../7'l-~
Pholle#c3/?-.3 oS - 3"2- 9t:.
Fax if 308-3339
~Commentlion Fax Sent:
"
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MAY-05-200B FRI 08:33 AM IDEM/OWQ/DWB
FAX NO. 3173083340
~ INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT
~. We make Indiana a cleaner, healthier place to live
OWQ Drinking Water. Mail Cade 66-34
MiuoheU E. Daniels, Jr. 100 North Senate Aveaue
Govemor Indianapolis, Indiana 46204-2251
(317) 232-8603
Thoma, W. Easterly (800) 451-6027
Commissioner www.IN.gov/idem
PERMIT FOR PUBLIC WATER SUPPLY CONSTRUCTION
VIA CERTIFIED MAIL 7000 0600 0026 4649 1092
Ms. Dominique Halloran, Project Manager
V eolia Water Indianapolis, LLC
1220 Waterway Boulevard
Indianapolis, Indiana 46202
P. 02 0-0
WS.9690
MAY . .4,2005
~Z-,
Patrick anoll, Chief -t'-
Drinking Water Branch
Office. of Water Quality
Permit Number
]) ate Issued
Y Oll aJ.'e hereby notified that the Office of Water Quality has approved the general design of plans
and specifications of water works improvements. to the Indianapolis Water public water system
(pWSID 5249004). This pennit allows the construction of a new 12 MGD groundwater
treatment plant located in Hamilton County. This Permit is. issued under provisions of Indiana
Code (IC) 13-15, Ie 13-18-16,327 Indiana Administrative Code (JAC) 8-3, and 327 JAC 8-4-1.
Pmsllant to IC 13-15-5-3 and Ie 4-21.5-3-4(d), this Pennit is effective on the date mailed (issued
date).
The project consists of installation two induced draft aerators with a capacity of 4,200 gpm;
installation of a 250,000 gallon above-ground concrete. two. cell detention tank; installation of six
(6) two- cell steel horizontal pressure filters with a filtration rate of 2.8 gpm/sq.ft.; installation of
one 200,000 gallon washwater tank; installation oftwo washwater sllpply pumps each designed
with a discharge rate of 1400 gpm at 39 ~ret TDH; installation of 1.5 MG thickening basin;
instaUation of sodium hypochlorite, sodium permanganate, aJld polymer feed systems; and
modification of existing aqua anllllonia, and hydrofluosilicic acid feed systems, together with all
the necessary appurtenances.
,~..
MAY-05-200B FRI 08:33 AM IDEM/OWQ/DWB
FAX NO, 3173083340
p, 03 Q,Q
This Permit is issued with the following conditions:
I. That the disinfection of the pwnps, tank, and treatment facilities follow
procedures. outlined by American Water Works Association Standard,
C653-97, C652-99, and C653-97 respectively produce bacteriologically
satisfactory water in two (2) successive sets of samples collected at
twenty-four (24) hour intervals, and tested by a certified laboratory, before
the, pwnps, tank, and treatment facilities are released for use;
2. That no direct connection exists between sewer and the filter drain orland
backwash discharge pipe by providing that drain and backwash discharge
pipeterminate at least six inches or two pipe diameters, whichever is
greater, above the overflnw rim of receiving sump, conduit or waste
receptacle;
3. That iron and manganese test kits are provided. The iron test kit must be
able to. detect concentrations from 0.1 parts per million (ppm) to 2.0 ppm
in increments of 0.1 ppm, The manganese test kit must be able to detect
concentrations of 0.1 ppm, 0.05 ppm, aud from 0.1 ppm to LO ppm in
increments of 0.1 ppm
4. That a chlorine residual test kit is provided which detects concentrations from 0.1
parts per million (ppm) to 2.0 ppm in increments. of 0.1 ppm;
5. That pipe. fittings containing more than 8.0% lead, and solders or flux containing
more than 0.2% lead are not be used in the. installation Or repair of any piping on
this project which conveys a potable water supply;
6. That no direct comwction exists between any sewer and a drain or overflow from
the cherrucal feeder, solution chamber or tank by providing that all drain tem1inate
rim or rim of a receiving swnp, conduit or waste receptacle;
7, That sampling taps be installed for raw water, filter influent, filter effluent,
and finished water, the latter to be. made 50. feet outside the building,
terminating with plain-end, down-tun1ed, 2 inch to V, inch faucets located
at points convenient for the operator;
8. That equipment be provided to measure the. quantity of fluoride in thc water;
9. That chlorine residual test equipment recognized in the 19'" Edition of Standard
Method for Examination of Water and Wastewater be provided and be capable of
measuring residuals. to the nearest 0.1. milligrams per liter (mgll);
2
MAY-05-2006 FRI 08:33 AM IDEM/OWQ/DWB
FAX NO, 3173083340
p, 04 Q,Q
10. That acid storage tanks will be vented to the outside atmosphere, but not through
vents in common with day tanks;
II. That anti-siphon devices are provided on fluoride feed lines and dilution water
lines;
12. That the liquid storage chemical tanks must have an overflow and a
receiving basin capable of receiving accidental spills or overflows without
uncontrolled discharge;
13. That the chemical feeders. will be able to supply, at all times, the necessary
amounts of chemicals at an accurate rate, throughout the. range of feed;
14. That provision shall be made for proper chemical handling and housing to meet
A WW A quality standards;
15. That provision shall be made. to handle spill prevention, emergency operation, and
proper disposal;
16. That vents from feeders, storage facilities and equipment exhaust shall discharge
to the outside atmosphere above grade and remote. from air intalces;
17. That chemical application shall be applied to the water at such points and by such
mewlS as. to assure maximum efficiency of treatment,. safety to. consumer and
operator, and satisfactory mixing of the chemical with water;
18. That the chemical feeders will be able to supply, at all times, the. necessary
amounts of chemicals at an accurate rate, throughout the range of feed;
19. That the aeration blowers design be such that sections of the aerator can be easily
reached or removed for maintellilIlce;
20, That the permittee noti.!}', in writing, Mary Hollingsworth, Permit, Certification &
Capacity Section Chief, a minimum often (lO) days, excluding Saturdays,
Sundays, and state ofIndiana holidays, before exercising a permit issued in
accordance with 327 lAC 8-3. The notification must include the. constrllction
. permit number assigned, the location of the construction,. a description of tIle
construction, anticipated dtJration of the construction, and the. phone number of
the permittee or permittee's representative who will be present during the
construction,
21. That a Permit WS- 9690 Il,llIl1ber shall he written on the bacteriological test report
for this treatment system,. tank, and pumps and the test result is submitted to this
office.
3
MAY-..05-2006 FRI 08: 33 AM IDEM/OWQ/DWB
---. -
FAX NO. 3173083340
P. 05 D-O
Plans and specifications entitled White River North GWTP. certified by Richard C. Claus, P.E.,
were submitted by l-INTB Corporation, on March 28, 2006.
This Pemtit shall become void if construction is not started by July 2007. Any fundamental
change in plans or specifications which may affect drinking water quality, operations, or public
health must be submitted for review and approval by this agency.
This Pelmit may be modified, suspended, or revoked for cause including, but not limited to the
following:
1. Violation of any term or condition of this Pennit; or,
2. Obtaining this Penni! by misrepresentation or failure to fully disclose all
relevant facts.
Nothing herein shall be construed as guaranteeing that the proposed public water supply facility
shalllneet standards, limitations or requirements of this or any other agency of state or federal
govemment, as this agency has no direct control over the actual construction and operation of the
proposed project.
Any person adversely affected or aggrieved by this decision authorizing construction ofthis
facility may request a review, provided that a petition for administrative review is filed as
required by Ie 4-21.5-3-7. The petition must be filed within eighteen (18) days of the mailing
date of the Pennit. The petition must include facts demonstrating that the petitioner is the
applicant, a person aggrieved or adversely affected by this decision or a person otherwise entitled
to review by law.
If a petition for review is filed within eighteen (18) days of the mailing date of the Pennit and a
petition for stay of effectiveness of the Pennit is filed by a party or another person who has a
pending petition for intervention in the proceeding, an environmental law judge shall, as soon as
practicable, conduct a preliminary hearing to detennine whether the permit should be stayed in
whole or in part. The burden of proof in the preliminary hearing is upon the person seeking the
stay per Ie 4-21.5-3-4.
Additionally, IG 13-15-6-2 requires that a petition include:
] . The name. and address of the person rniling the request;
2. The interest of the person making the request;
3. Identification of any persons represented by the person making the request;
4. The reasons, with particularity, for the. request;
4
MAY-05-2006 FRI 08:33 AM IDEM/OWQIDWB
FAX NO, 3173083340
p, 06 Q,Q
5, The issues, with panicularity, proposed for consideration at the hearing;
and,
6. Identification of tlle Permit terms and conditions which, in the judgment of
the person making the request, would be. appropriate in the case in
question to satisfy tlle requirements. oflaw governing pem1its of the type
granted or denied by the Office of Water Quality.
Pursuant to IC 4-21.5-3-1 (t), any document serving as. a petition for review or review iUld stay
must be filed with the Office of Environmental Adjudication. The filing of such a petition is
complete on the earliest of the following:
L The date on which the petition is delivered or tlle date of the postmark on
tlle envelope containing tlle petition, if the petition is mailed via United
States. Postal Service addressed as follows:
Office of EnvirolUnental Adjudication
100 North Senate Ave,
Government Center North
Room 1049
Indianapolis, IN 46204
or,
2. The date on which the petition is deposited with a private carrier, as shown
by a receipt issu.ed by the cmrier, if the petition is sent by private carrier.
In order to assist fue permit staff in tracking appeals, we request fuat you submit a copy of your
petition to Patrick Carroll,. Chief of Drinking Water Branch, Office of Water Quality,. at 100 N,
Senate Ave., P.O. Box 6015, Indianapolis; Indiana 46206.
If you do not Object to tl1is Pemlit, you do not need to. take my further action. If you have any
questions regarding this matter, please CD1ltact Ms.. Heidi Nassiri, Permit Review Engineer,
Drinking Water Brmcb, Office ofWatel' Quality, at 317/308-3362.
cc: Hmulton County Health Departrnent
Liz Melvin, IDEM .
Chris Hoesli. IDEM
Richard C. Claus, P.E.
w~'.l690.HMN
'.,'
5
May 4, 2006
RTM
Patricia Spence
HNTB Corportation
III Monument Cir., Suite 1200
Indianapolis, Indiana 46204
CONSULTANTS, INC.
BUILDING CODES
Veolia Water Treatment Plant
Status of Variance Requests
.
FIRE PROTECTION
.
ADA
.
Dear Patricia:
JCAHO/CMS/HFAP
This letter is to notify you that the following variance requests were approved at the Fire Prevention and
Building Safety Commission hearing on May 3, 2006:
. To permit a building without sprinkler system
An official approval letter should be sent to the owner from the State within the next week or so,
If you have any questions, please let me know.
Very Truly Yours,
RTM Consultants, Tnc.
~teIiaoa G1t. G2'1o/0-
Melissa M. Tupper
Associate Engineer
HNTB CDrporatlon
The HNTB Companie5
Engineers Architects Planners
111 Monument Circle
Suite 1200
Indianapolis, IN 46204-5178
TelephOne (317) 636.4682
Facsimile (317) 917-5211
www.hntb.com
March IS, 2006
HNTB
Mr. Greg Hoyes
Hamilton County Surveyor's Office
One Hamilton Square, Suite 188
Hamilton County Judicial Center
Noblesville, Indiana 46060
Re: White River North Groundwater Treatment Plant
11825 River Road, Carmel, Indiana
HNTB Job No. 42786, File 6
Dear Mr. Hoyes:
We are writing in reply to your February 14, 2006 comments regarding the proposed White River North
Groundwater Treatment Plant (GWTP). In response to Comment 4, the proposed project will result in a
loss of floodway fringe (FWF) area for the White River. The existing White River North site consists of
only surface water treatment plant (SWTP) facilities (in fringe area) and floodplain area (fringe and
flood way) for the White River. Approximately 2.5 acres ofland area to the northwest of the Existing
SWTP Sedimentation Lagoons is utilized as a Solids Lagoon that periodically receives flow pumped from
the sedimentation lagoons for percolation and long-term residuals drying. With the proposed GWTP
addition, the site would consist of only GWTP facilities (in fringe area), SWTP facilities (in fringe area),
and floodplain area for the White River.
Land area for the recommended "no net loss" of floodplain (I to I compensation or a preferred 3 to I
compensation ratio) does not exist within the confines of the existing site other than the currently leased
floodway area between the Existing SWTP Lagoons and the White River which is currently part of a
Carmel community park. Therefore, additional land would need to be obtained to restore the floodplain
volume that would be lost as a result of this project. Residential areas to the north of the site or the land
currently leased from Veolia for a Carmel community park on the south side and far-east side of the site
may be considered ifit is necessary to obtain additional land to restore floodplains at a 1:1 or 1:3
compensation ratio for this project.
At this time, however, it is not believed that obtaining additional land for restoration of the floodplain is
feasible, and, therefore, the recommendation against any loss of floodplain will not be met.
Regarding comment 5 in the February 14, 2006 letter, an Indiana Department of Natural Resources
Construction in a Floodway Permit will be needed for this project and a copy of the approved permit,
once received, will be sent to the Hamilton County Surveyor's Office.
Mr. Greg Hoyes
Hamilton County Surveyor's Office
March 15. 2006
Page 2
Please contact me at (317) 636-4682 if you have any questions.
Very truly yours.
HNTB CORPORATION
~c.&',H")
Richard C. Claus, P.E.
Project Engineer
RCC/dmk
cc: Ms. Dominique Halloran, Veolia Water
Mr. Dan Clark, Bowen Engineering Corporation
Ms. Patricia Spence, HNTB Corporation
Mr. Matt Griffin. Carmel - Department of Community Services
Mr. Nicholas Redden, Carmel - Department of Engineering
1:\42786 . Veolia Water. WRN\Correspondence\G Hoyes . Response to Comments 031506,doc
OJ:~
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT
We make Indiana a cleaner, healthier place to live.
lOON IG(w~
Indian polis, Indiana 46204
(317) "HbUj
(800) 451-6027
www.IN.govlidem
MitcheIi E. Daniels, Jr.
Gove11l0r
Thomas W Easterzy
Commissioner
December 19, 2005
65-42 PSIDP
Charles Voltz
Veolia Water Indianapolis
]220 Waterway Blvd.
Indianapolis, IN 46202
KR
DEe 2 0 inn,
RECEIVED
Dear Charles Voltz:
Re: Notice of Sufficiency
INR]04212
White River North Water Treatment
Plant Expansion
Hamilton County
The Notice ofIntent (NOI) letter submitted for the project referenced above has been reviewed by
the Indiana Department of Environmental Management (IDEM) to determine compliance with the
requirements ofthe NPDES general pennit for storm water discharge associated with construction
activity (327 lAC ]5-5). The items contained in the NO! are sufficient and conshllction activity
may commence 48 hours after notification to this office and the agency that completed the plan
review.
An NPDES general permit identification number has been assigned to this project. This number
and the above referenced project name should be included on any con-espondence or amended
NO] information submitted to IDEM pertaining to this project. The general permit number
assigned to this project is: INRI04212.
It is important that all activities associated with your site are in compliance with the requirements
of327 lAC 15c5 (Rule 5) and any local stonn water pennits. In accordance with 327 lAC] 5-5-
] 0, you are required to implement your construction plan, implement and maintain all storm water
quality measures, and monitor the effectiveness of the stonn water quality measures until the
project is complete.
All Notices of Intent submitted for Rule 5 NPDES general permit coverage are automatically
limited to a maximum term length of 5 years (327 lAC 15-5-12). The Genera] Permit issued
for the project referenced above will expire on December 9, 2010. If this project requires
Recycled Paper @
An Equal OpPOltunity Employer
Please Recycle 0
HNTB Corpor.tlon
The HNTB Companies
Engineers Architects Planners
111 Monument Circle
Suite1200
Indianapolis, IN 46204-5178
Telephone (317) 636-4682
Facsimile (317) 917-5211
www.hntb.com
DEe 1 3 2005,
Letter of HNTB Job # 42786-DS-00I MNTB
Transmittal File # 6
Date December 9, 2005
To: Indiana Department of Environmental Management
Cashiers Office-Mail Code 50-1 OC
100 North Senate Avenue
Indianapolis, Indiana 46204-2251
We are forwardln'l to you:
Estimates
Reports
Change Order
Book
Plans
Shop Drawings
Disk
Specifications
** of Copies Drawing :It
Last Dated
Code
Description
Regarding: Veolia White River North - GWTP
Notice ofIntent (RuIe 5)
Prints
Samples
Copy of Letter
X See description
I Completed NO! Form
1 RuIe 5 Plan Approval from Hamilton Co. SWCD
1 Proof of Public Notice Publication
1 $100 Permit Filing Fee
These are transmitted:
For approval
X For your use
Return
Corrected prints
As requested
Resubmit
Copies for review
Submit
Pleas. note:
Copies for distribution
For Review & comment
No exception taken
Make corrections noted
Amend and resubmit
On behalf ofVeolia Water Indianapolis, we are submitting to you the Notice of Intent and other required information
within 48 hours of potential construction activity start-up for the White River North Water Treatment Plant
Expansion Project. If you have any questions or comments, please contact me at (317) 636-4682. Thank you.
COpy TO: Dominique Halloran, Veolia Water Indianapolis
Dan R. Clark, Bowen Engineering Corporation
John B. South, Hamilton Co. SWCD
Patricia D. Spence, HNTB Corporation
/jlb
HNTB CORPORA nON
BY
~k~rap-
Richard C. Claus, P.E.
Project Engineer
I:\42786 - Veolia Water ~ WRN\Permits\Rule 5\Itemsfor NOI\12-9-DS NOI Transmittal to IDEM. doc
RULE 5 - NOTICE OF INTENT (NOI)
Slate Form 47487 (R5/1O~05)
Indiana Department of Environmental Management
Office of Water Quality
Approved by State Board of Accounts, 2005
Type of Submittal (Check Appropriate Box):
o Initial D Amendment 0 Renewal
Permit Number:
(Note,~ The initial submittal does not require a permit number; the Department wHl
assign a number. . A permit number is required when filing an amendment,
a / in for renewal, or corres ondence related to this ermit.
Note: Submission of this Notice of Intent Jetter constitutes notice that the project site owner is applying for coverage under the National PoI/utant Discharge
Elimination System (NPDES) General Permit Rule for Stann Water Discharges Associated with Constroction Activity. Permitted project site owners are
required to comply with all terms and conditions ofthe General Permit Rule 327 lAC 15-5 (Rule 5).
White River North Water Treatment Plant Expansion
Brief Description of Project Location:
Project is located at 11825 River Road (site is east of River Road, west of the White River, and south of East 122nd Street)
Project Location: Describe location in Latitude and Longitude (Degrees, Minutes, and Seconds or Decimal representation) and by legal description (Section,
Township, and Range, Civil Township)
Latitude:
39 degrees, 57 minutes, 42 seconds
Longitude:
-86 degrees, 03 minutes, 40 seconds
Quarter: Southeast Section: 34 Township: 18 North Range: 4 East Civil Township: Clay
Does 0 all or 0 part of this project lie within the jurisdictional boundaries of a Municipal Separate Storm Sewer System (MS4) as defined in 327 lAC 15-13?
121 Yes 0 No If yes, name the MS4(s):
Hamilton County
Project Site Owner and Project Contact Information
Company Name (If Applicable):
Veolia Water Indianapolis
Project Site Owner's Name: (An Individual)
Charles Voltz
Title/Position:
Vice-President
Address:
1220 Waterway Boulevard
City:
Indianapolis
State:
IN
ZIP Code:
46202
Phone:
(317) 264-7711
FAX:
(317) 263-6400
E-Mail Address: (If Available)
charles.voltz@veoliawatema.com
Ownership Status (check one):
Governmental Agency: 0 Federal 0 State [2] Local
Contact Person:
Dan Clark
Non-Governmental: 0 Public 0 Private 0 Other: (Explain)
Company Name: (If Applicable)
Bowen Engineering Corporation
Affiliation to Project Site Owner:
Construction Contractor
Address: (if different from above)
10315 Allisonville Road
City:
Fishers
State:
IN
ZIP Code:
46038
Phone: E~Mail Address: (If Available)
Project Description:
o Residential-Single Family 0 Residential-Multi-Family 0 Commercial 0 Industrial 0 Other: (Explain) Utility
Name of Receiving Water:
White River
(Note: If applicable, name of municipal operator of stonn sewer and the ultimate receiving water.
nearest possible receiving water receiving discharge must be provided).
Project Acreage
Total Acreage: 87.9 acres
Total Impervious Surface Area:
Project Duration
Estimated Start Date: December 12, 2005
/fa retention pond is present on the property, the name of the
Proposed Land Disturbance: (in acres)
(in square feet, estimated forcompfeted project)
10.92 acres
107,979 sf (building = 42,454 sf; pavement = 65,525 sf)
Estimated End Date for all Land Disturbing Activity:
(Continued on Reverse Side)
September 30, 2006
Construction Plan Certification I
Bv sianina this Notice of Intent letter. I certjfy the followina:
A. The storm water quality measures included in the Construction Plan comply with the requirements of 327 lAC 15-5-6.5, 327 lAC 15-5-7, and 327 lAC 15-
5-7.5;
B. the storm water pollution prevention plan complies with all applicable federal, state, and local storm water requirements;
C. the measures required under 327 lAC 15-5-7 and 327 lAC 15-5~7.5 will be implemented in accordance with the storm water pollution prevention plan;
D. if the projected land disturbance is One (1) acre or more, the applicable Soil and Water Conservation District or other entity designated by the Department,
has been sent a copy of the Construction Plan for review;
E. storm water quality measures beyond those specified in the storm water pollution prevention plan will be implemented during the life of the permit if
necessary to comply with 327 lAC 1&.5-7; and
F. implementation of storm water quality measures will be inspected by trained individuals.
In addition to this form, I have enclosed the following required information:
IZl Verification by the reviewing agency of acceptance of the Construction Plan.
[2] Proof of publication in a newspaper of general circulation in the affected area that notified the public that a construction activity is to commence, including
all required elements contained in 327 lAC 15-5-5 (9). The Proof of Publication Must include company name and address, project name, address/location
of the project, and the receiving stream to which storm water will be discharged. Following is a sample Proof of Publication:
"XERT Development Inc. (10 Willow Lane, Indianapolis, Indiana 46206) is submitting a Notice of Intent to the Indiana Department of Environmental
Management of our intent to comply with the requirements of 327 lAC 15-5 to discharge storm water from construction activities associated with Water
Garden Estates located at 24 Washout Lane, Indianapolis, Indiana 46206. Runoff from the project site will discharge to the White River. Questions or
comments regarding this project should be directed to Walter Water of XERT Development Inc."
[2] $100 check or money order payable to the Indiana Department at Environmental Management. A permit fee is required for all NOI submittals (initial. and
renewal). A fee is not required for amendments.
Project Site Owner Responsibility Statement
By signing this Notice of Intent letter, I certify under penalty of law that this document and alt attachments were prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the
person or persons who manage the system, or those persons directly responsible for gathering the infonnation, the infonnation submitted is, to the best of my
knowledge and beliet, true, accurate, and complete. I am aware that there are significant penalties for submitting false information or violating the provisions of
327 lAC 15-5, including the possibility of fine and imprisonment for knowing violations.
Printed Name of Project Owner:
Charles Voltz
Signature of Project Owner:
Date:
J2-9-0 :)
This Notice ot Intent must be signed by an individual eting the signatory requirements In 327 lAC 15-4-3(g).
All NOI submIttals must Include an original signature (FAX. and photo copies are not acceptable).
Note: Within 48 hours of the initiation of construction activity, the project site owner must notify the appropriate plan review agency and IDEM, Office of Water
Quality of the actual project start date if it varies from the date provided above.
Note:. A pennit issued under 327 lAC 15-5 is granted by the commissioner for a period of rive (5) yea~ from the date coverage commences. Once the five (5)
year permit term duration is reached, a general permit issued under this rule will be considered expired, and as necessary for construction activity continuation,
a new Notice of Intent letter (Renewal) is required to be submitted ninety (90) days prior to the termination of coverage. The submittal must include the NOI
Letter, Proof of Publication, Fee, and verification that the plan for the project was approved (original verification of plan approval is acceptable provided the
scope of the project has not changed from the original submittal).
Mall this form to: Indiana Department of Environmental Management
Cashiers Office-Mail Code 50.1 DC
100 North Senate Avenue
IndIanapolis., IN 46204-2251
327 lAC 15-6-6 (a) also requires a copy of the completed Notice of Intent letter be submitted to the local 5011 and Water
Conservation District or other entity designated by the Department, where the land disturbing activity Is to occur.
Questions regarding the development or implementation of the Construction PlanlStorm Water Pollution Prevention Plan should be directed to the local county
Soil and Water Conservation District (SWCD). If you are unable to reach the SWCD or have other questions please direct those inquiries to the IDEM Rule 5
Coordinator a1 317f233~1 864 or 800/451-6027 ext.3-1864.
For information and forms visit: http://I/VWIN.in.gov/idem/water/npdes/permits/wetwthrlstorm/ruleS.html
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'6 [!J[!Jl!Ii!li!I[!J[!l[!J1!Il!I
Construction/Stormwater Pollution Prevention Plan
Technical Review and Comment (Form 1)
Project Name: White River North.W ater Treatment Expansion County: Hamilton
Plan Submittal Date: 12/01105 Hydrologic Unit Code: 5120201090020
Project Location Description: 112 mile north of 1l16th on the east side of River Road
Latitude and Longitude:
= Civil Township: Clay Quarter: Section: 34 Township: 18N Range: 4E !
0 ~im~~~~m~;~~<f5Wm~~fr.~%1!t1tXilWi~.l*~S'M.m~i~~;~::rfw2!~{')'T~!1~0m?ib1~~~J.:WWE5":m:'.%r;:; R'J1~~ltf;T.(t4!ffiW~~1f
.~
- Project Owner Name: Veolia Water
'"
S Contact:
....
oS Address:
=
.... IN
- City: Indianapolis State: Zip:
u
'" Phone: FAX: E-Mail:
.~
0
....
~ Plan Preparer Name: lermifer Brewer
Affiliation: HNTB
Address: III Monument Circle, Suite 1200
City: Indianapolis State: IN Zip: 46204-5178
Phone: 317-636-4682 FAX: 317-917-5211 E-Mail:
Review Date: 12/04/05
~ Principal Plan Reviewer: John B. South P.E. CPESC
'"
.~ Agency: Hamilton County Soil and Water Conservation District
p:: Address: 1108 South 9th Street
~ City: Noblesville
is: Phone: 317-773-2181
Assisted By:
FAX:
State: IN
317-776-1101
E-Mail:
Zip: 46060
john-south@iaswcd.org
J PLAN IS ADEQUATE: A comprehensive plan review has been completed and it has been determined that the
plan satisfies the minimum requirements and intent of 327 lAC 15-5.
o Please refer to additional information included on the following page(s).
[] Submit Notice of Intent (NO!): Attach a copy of this cover page when submitting the NO! to the Indiana
Department of Environmental Management. Construction activities may begin 48 hours following the submittal of
the NO!. A copy of the NO! must also be sent to the Reviewing Authority (e.g SWCD, DNR).
~~&JW1~,,12~4!\;mt~~f'J:.~'S.imWj~~!jtl~f$iH\:t{~~~l~i~~~~~~l1:~J;tj<1:2'li:f:W!ffmm~~;fij:~~~!~m~.11g~~
o A preliminary plan review has been completed; a comprehensive review will not be completed within the 28-day
review period. The reviewing authority reserves the right to perform a comprehensive review at a later date and
revisions to the plan may be required at that time to address deficiencies.
o Please refer to additional information included on the following page(s).
o Submit Notice of Intent (NO!): Attach a copy of this cover page when submitting the NOI to the Indiana
Department of Environmental Management. Construction activities may begin 48 hours following the submittal of
the NO!. A NO! must also be sent to
o PLAN]S DEFICIENT: Significant deficiencies were identified during the plan review.
o Please refer to additional information included on the following page(s).
o DO NOT file a Notice of Intent for this project.
o DO NOT commence land disturbing activities until all deficiencies are adequately addressed, the plan re-
submitted, and notification has been received that the minimum requirements have been satisfied.
Plan Revisions
Deficient Items should be mailed or delivered to the Principal Plan Reviewer
in the Plan Review Section above.
DNR, Division a/Soil Conservation
Page I of 4
Revised 12/09/03, Form J
Construction/Stormwater Pollution Preveution Piau - Technical Review and Comment (Form i)
Project Name: White River North Water Treatment Expansion
Date Reviewed: 12/04/05
The technical review and comments are intended to evaluate the completeness a/the Construction/Stormwater Pollution
Prevention Plan for the project. The Plan submitted was not reviewed for the adequacy of the engineering design. All
measures included in the plan, as well as those recommended in the comments should be evaluated as to their feasibility
by a qualified individual with structural measures designed by a qualified engineer. The Plan has not been reviewed
or other local, state, or federal permits that may be required to proceed with this project. Additional information,
including design calculations may be requested to further evaluate the Plan.
All proposed stormwater pollution prevention measures and those referenced in this review must meet the design criteria
and standards set forth in the "indiana Stormwater Quality Manual "from the Indiana Department of Natural
Resources, Division a/Soil Conservation or similar Guidance Documents.
Please direct questions and/or comments regarding this plan review to:
John B. South P .E. CPESC
Please refer to the address and contact information identified in the Plan Review Section on page 1.
Assessment of Construction Plan Elements (Section A)
The Constrnction Plan Elements are adequately represented to complete a plan review:
[] Yes 0 No
The items checked below are deficient and require submittal to meet the requirements of tbe rule.
A ~J' i.'
o 2 11 by 17 inch plat showing building lot
numberslboundaries and road layout/names
o 4 Vicinity map showing project location
0 1 Index showing locations of required Plan Elements
0 3 Narrative describing the nature and purpose of the
project
0 5 Legal Description of the Project Site
(Include Latitude and Longitude - NO! Requirement)
0 7 Hydrologic unit code (14 Digit)
o 6 Location of all lots and proposed site
improvements (roads, utilities, structures, etc.)
o 8 Notation of any State or Federal water quality
permits
Location and name of all wetlands, lakes and
10 d d' h'
water courses on an a ~acent to t e sIte
Identification of potential discharges to ground
12 water (abandoned wells, sinkholes, etc,)
Pre-construction and post construction estimate of
14 Peak Discharge (10 Year storm event)
Locations and approximate boundaries of all
16 d' b d (C .. .
IStur e areas onstructlOn Llmlts)
Soils map including soil descriptions and
18 l' . .
ImItatIOns
Plans for any off-site construction activities
20 . d 'h h' .
aSSOCiate WIt t IS project (sewer/water tie-ins)
O Existing site topography at an interval appropriate
22 . d' d'
to III lcate raillage patterns
0 9 Specific points where stormwater discharge will leave 0
the site
0 11 Identification of all receiving waters 0
0 13 100 year floodplains, floodways, and floodway fringes 0
0 15 Adjacent landuse, including upstream watershed 0
0 17 Identification of existing vegetative cover 0
o Locations, size and dimensions of proposed stonnwater D
19 systems (e.g. pipes, swales and channels)
o 2 Locations of proposed soil stockpiles and/or
1 borrow/disposal areas
O Proposed fmal topography at an interval appropriate to
23 . d' dr .
m tcate amage patterns
DNR, Division a/Soil Conservation
Page 2 of 4
Revised /2/09103, Form J
Construction/Stormwater Pollutiou Prevention Plan - Technical Review and Comment (Form 1)
Project Name: White River North Water Treatment Expansion
Date Reviewed: 12/04/05
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J
Assessment of Stormwater Pollution Prevention Plan (Sections B & C)
~J!1Dt.FJlI~If!!fiBlihlr~g!lt!!~~~~:.~m1llll_
The construction component a/the Stormwater Pollution Prevention Plan includes stormwater quality
measures to address erosion, sedimentation, and other pollutants associated with land disturbance and
construction activities. Proper implementation afthe plan and inspections a/the construction site are
necessary to minimize the discharge of pollutants. The Project Site Owner should be aware that
unforeseen construction activities and weather conditions may affect the performance of a practice or the
effectiveness of the plan. The plan must be ajlexible document, with provisions to modifY or substitute
ractices as necessary.
Description of potential pollutant sources associated with construction activities
Sequence describing stormwater quality measure implementation relative to land disturbing
activities
Stable construction entrance locations and specifications (at all points of ingress and egress)
Sediment control measures for sheet flow areas
5 Sediment control measures for concentrated flow areas
Storm sewer inlet protection measure locations and specifications
Runoff control measures (e.g. diversions, rock check dams, slope drains, etc.)
8 Storm water outlet protection specifications
9 Grade stabilization structure locations and specifications
10 Location, dimensions, specifications, and construction details of each stormwater quality measure
11 Temporary surface stabilization methods appropriate for each season (include sequencing)
12 Permanent surface stabilization specifications (include sequencing)
13 Material handling and spill prevention plan
14 Monitoring and maintenance guidelines for each proposed stormwater quality measure
.15 Erosion & sediment control specifications for individual building lots
'WrIif~m1tm~fMh""'Ri!i'fi~~R1;'il'ii&lfli1ttrd~ffj'rt':"@b""'iii<j'llti'l!iifli~Il;xri.@~~
~.."..~;~. .,.".""..,..,"","".,;,,,,,",,,,.!.",,,1'L,:.,,;..,,,,,-.,,,,,, ,,,,_.!t..,,,,,,,,..;_~';J"i~S~dW' ,..."..,,,.,,,,..,',",.,,,",,,,.,.,,,,",,,.,..,,..,_,-;f..t.,.,,y,.,,.,." n."",,<,v"~"~';""''''i'-;;'''~~'''''''''''d'''''''' .,,}2~~Th1fk*i
'~.",.,,,, ., ,...".~"",-,~,,".,",,,,, ""'.~, .,,,,""",'""....'""'",,~,,..,.,..,~.c.<,,...,,....=., '".'" ."""."w......,_.'A,"'.".,,,',."'~~_""',"'." ..~.. .,~"'".~,_~;,.. .,~."'"._->;."" ~...,""...,""'__,' ""'....,,;;,,,,.""f,?,.,,,,......
The post construction component of the Stormwater Pollution Prevention Plan includes the
implementation of stormwater quality measures to address pollutants that will be associated with the
mallanduse. Post construction stormwater quality measures should befunctional upon completion of
the project. Long term functionality of the measures are critical to their performance and should be
monitored and maintained
00
00
00
00
00
Description of pollutants and their sources associated with the proposed land use
Sequence describing stormwater qnality measure implementation
Description of proposed post construction stormwater quality measures
(Include a written description of how these measures will reduce discharge of expected pollutants)
Location, dimensions, specifications, and construction details of each stormwater quality measure
Description of maintenance guidelines for post construction stormwater quality measures
DNR, Division of Soil Conservation
Page 3 of 4
Revised 12/09/03, Form 1
Construction/Stormwater Pollutiou Prevention Plan - Technical Review and Comment
Project Name: White River North Water Treatment Expansion
Date Reviewed: 12/04/05
cc: Carmel, Surveyor, File
DNR, Division a/Soil Conservation
Page 4 of 4
Revised 12/09/03
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PUaLIC NOTICE '
Veolia Water Indianapolis
_ (1220 Waterway Boulevard, I'
Indianapolis, Indiana 46202) .-
is submitting an NOI letter to
notify the Indiana Department
of Environmental Management
of our intent to comply with the
requirements under 327 lAC
15-5 to discharge storm water
from construction activities for
the following project: White
River North Water Treatment
Plant Expansion located at the
site of the existing White River
North Surface Water Treat:-
- ment Plant (11825 River Road,
Carmel, Indiana 46033). Run-
off from the project site will
discharge to the White River.
Questions or comments should
be directed to Dominique Hal-
loran at the abovementioned .
Veolia Water Indianapolis ad-
dress.
(5 12/09 - 4129437)
rvr;\j~ :,; IL 2Lr:.'i1"'
'" - 'liD
G) veOLIA
WATER
COpy
March 22, 2006
Mr. John Duffy
Director of Utilities
City of Carmel
760 3rd Ave South West
Carmel IN 46032
Re: White River North Groundwater Treatment Plant
11825 River Road, Carmel, Indiana
Dear Mr. Duffy:
This letter is in regard to our application for a sanitary sewer connection at the White River
North Water Treatment Plant.
The connection will be used for sanitary purposes and the connection of floor drains only. It
is not intended to be used to waste backwash water.
Yours Sincerely,
flJ,~aLl-.
Dominique Halloran
Project Manager
Capital Projects
Veolia Water Indianapolis
cc: /Mr. Dan Clark, Bowen Engineering Corporation
Ms. Patricia Spence, HNTB Corporation
file
Veolia Water Indianapolis, LLC
1220 Waterway Boulevard, P.O. Box 1220
Indianapolis, Indiana 46206
Tel 317-631-1431 f 877-631-1431
www.indianapoliswater.com
ISO 9001 and 14001 Certified
"
CITY OF CARMEL
~~~~"""~'~~7'~~""-"""-""",~~__~
WATER-WASTEWATER UTILITIES 760 3RD AVENUE SOW, STE. 110 . CARMEL, INDIANA 46032
(317) 571-2443 . FAX (317) 571-2265
Receipt
City of Carmel - Carmel Utilities
April 11, 2006
FUND:
TOT AL:
$8,900.00
FOR THE SUM OF:
RECEIVED FROM:
Bowen Engineering
ON ACCOUNT OF:
Project costs for sanitary sewer hook-up for
White River North Plant on River Road
PAYMENT TYPE:
Check # 315827
REMITTER SIGNATURE
~~.
/fZ~. ;fi;y~/
AUTHORIZED SIGNATURE
BOWEN/VWI
'84/06/2886 13: 81
Fax:3175555555
3175712265
ApI' 5 2005 13:0B
CARMEL UTILITIES
P.02
PAGE 02/02
CARMEL UTILlTIJ::S
760 Third Avenue SW, Ste '110
Carmel. IN 46032
Phone: 317f571-2443
Fax: 317/571-2265
INVOICE
DATE
4/6f2006
INVOICE #
40606
BILL TO:
Veolia Water Co.
C/O Bowen Engineering
10315 AJlisonville Road
Fishers, IN 46038
QUANTITY DFSCRIPTION RATE AMOUNT
Project costs for sanitary sewer hook-up lor $ 8,900,00
White River North Plant on Ri~r Road
TOTAL $ 8,900.00
Please remit to Carmel Utilities.
m
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HNTB Corporation
The HNTB Companies
Engineers Architects Planners
111 Monument Circle
Suite 1200
Indianapolis, IN 46204-5178
Telephone (317) 636-4682
Facsimile (317) 917-5211
www.hntb.com
fJD5
4J W12
COpy
'-
April 17. 2006
HNTB
Mr. Gary Duncan
City of Carmel
Department of Engineering
One Civic Square
Carmel. IN 46032
Re: White River North
Ground Water Treatment Plant
Project Review
Plan Certification Checklist - Drainage
Dear Mr. Duncan:
Weare writing this letter to document that a drainage report with calculations will not be submitted for
the White River North Ground Water Treatment Plant project at 11825 River Road. HNTB has had
discussions with Greg IIko and Bob Bleich at Crossroad Engineering as well as communication with the
Carmel Department of Engineering. Since the entire project is in the floodplain of the White River. the
consensus is that a drainage report with calculations is not necessary. This is consistent with information .
submitted and approved by the county in December for Rule 5 approval. The note submitted with Rule 5
documentation is as follows:
"The entire property. including both the existing SWTP and the area of proposed
improvements for the new GWTP. is located within the White River's JOO-year
flood plain (some portions of the property are located within the floodway).
Therefore. pre-construction and post -construction estimates of peak discharge
are not necessary."
Please find attached three site plans that show the entire site in the floodplain. The lOa year flood
elevation is 745. which is documented on the attached hydraulic profile.
1:\42786 - Veolia Water - WRN\Correspondel1ce\GDuncan - Drainage-Floodplain.doc
Mr. Gary Duncan
City of Carmel
Aprill7, 2006
Page 2
Please contact me or Richard Claus at (317) 636-4682 with any questions.
Regards,
HNTB CORPORATION
4,/ kfr;cl0
(C- ~/'f'/7C<:'/
~G ~/<:-
Patricia D. Spence, P.E., DEE
Senior Project Manager
Enclosures
PDS/jsb
cc: Richard Claus, HNTB Corporation
CUtUdo~~.'
~~ ~V14hZ-/ 1J~
VI '~0.h ~/Vi\, dz0.-~
1:\42786 - Veolia Water - WRN\Correspondence\GDuncan - Drainage-Floodplain.doc
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