The Ross Cause
5/25/2011 Email to Town and Village Officials Documenting Continued Stormwater Problems: Cemetery "Vandalized" - Ross’ Appeal to Village for Meeting
From: Bob Ross
[bross@foodtech.com]
Sent: Wednesday, May 25, 2011 1:28
PM
To: 'Jim Collea'; 'Larry Felitto (c/o: Village Clerk)'; 'Mike
Mahoney'; 'Rich Hayes'; 'Tom Thomas'; 'Tony Leone'
Cc: Robert &
Barbara Ross; Jamie Ross
Subject: Holy Trinity Cemetery - Ross
Property
Attachments: village letter_10-22-04.pdf; village
letter_10-29-04.pdf
Mr. Mayor
As you can see below, the
Mr. Lazaroski seems to be claiming that a vandal scaled the pond fence, swam to the manhole, climbed up the manhole, removed the steel cover, dropped into the manhole, “vandalized” the reducer, plugged the pond with the “vandalized” reducer, climbed out the manhole, politely put the steel cover back on, dove off the manhole, swam to the pond bank, and lastly scaled the fence to escape. I’ve heard of cemetery vandals tipping gravestones, but this was obviously a much more ambitious vandal.
Below, Mr. Lazaroski refers to
filing a police report with the Whitestown PD regarding this “vandalism”. As of
1:00pm this afternoon, Chief Wolanin is unaware of any alleged vandalism at the
Remember, this is the same Mr. Lazaroski who told the Town in 2008 that the reducer had been installed prior to the 2001 completion of the Cemetery project. Apparently he forgot acknowledging to Village Engineer Zangrilli in 2004 that the reducer had “never been installed” and that he “agreed” to install it in 2004 (See attached letters as supporting documents). Mr. Lazaroski has no credibility; I hope you would agree based on his contradictory statements of the past.
We simply do not understand why the Town is so hesitant to force the Cemetery to complete the work shown on the Cemetery’s approved construction drawings. Our suspicion is that everybody is now afraid to implement repairs, because it will somehow be an admission that the Cemetery has been causing these problems for nearly a decade. I’m over the pointing fingers stage – we just want a long term solution – I believe we presented a more than reasonable solution below. Please note that neither the Town nor Cemetery debated that this work is shown on the approved drawings. However, it appears the Cemetery is calling all the shots and the Town will be taking no action.
The Village is the key to the solution. You provide the drainage system connection to the Cemetery. It seems as though the Village could very easily say to the Cemetery; since the work has not been completed per approved plans reviewed by the Village, the approval of this connection is being rescinded. When the property is brought into compliance, the connection will be re-established. Remember, in lieu of all this, all the Cemetery needs to do is fill the ditch and increase the height of the berm per approved drawings – and all this goes away.
Regardless of the cause, had the grading been completed per the design drawings, no rainwater runoff from the Cemetery would have ended up in the Ross yard. I’m not sure it can get any simpler than that…
Mayor Pettruccione once referred to this as “hanging fire” as he tried to help resolve this decade long issue. We are hoping you are willing to take one more stab at negotiating a solution that will be acceptable to all by hosting a meeting. You will obviously decide who attends; but our list of preferred attendees would include you Mr. Mayor, as many Village Trustees as can be available, Village Engineer Zangrilli, Village Highway Supervisor Felitto, Town Supervisor Gibbs, Town Engineer Schrantz, and Cemetery Representative Lazaroski.
Thank you and please let me know if you will be entertaining our request for a meeting at your earliest possible convenience.
Bob
Bob
617-470-1407
From: Chuck
Gibbs [mailto:townsupervisor@whitestown.net]
Sent: Tuesday, May 24, 2011 5:39
PM
To: bross@foodtech.com
Cc: Finegan,
Mary; Schrantz, Karl; Schmitt, Bill; Granato, Sal
Subject: Fw:
Mr. Ross- F.Y.I.- Chuck Gibbs
----- Original Message -----
From: Karl E. Schrantz
To: townsupervisor@whitestown.net
Sent: Tuesday, May 24, 2011 12:19 PM
Subject: FW:
Mr. Supervisor
I’m forwarding to you a response from the Diocese regarding my e-mail related to Bob Ross’s request for grading modifications along the common boundary between the cemetery and the Ross property.
Karl E. Schrantz, P.E.
Shumaker Consulting Engineering & Land Surveying, P.C.
Phone (315) 724-0100
CONFIDENTIALITY STATEMENT: This message is intended only for the use of the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient or the employee or agent responsible for delivering the message to the intended recipient, YOU ARE HEREBY NOTIFIED that any dissemination, distribution or copying of this communication is strictly prohibited. If you are not the intended recipient of this message, please destroy any printed version and delete this email.
From: Mark
Lazaroski [mailto:mrl@twcny.rr.com]
Sent: Monday, May 23, 2011 3:44
PM
To: Karl E.
Schrantz
Subject: RE:
Karl,
Thank you for sharing the attached photos. The cemetery staff reacted immediately to the overflow of the retention basin by pumping down the water to an appropriate level. Upon inspection of the reducer in the catch basin it was apparent that the reducer had been vandalized as there was no foreign debris, wood, stones or other to suggest differently. I have instructed my staff to contact the Whitestown police to file a report as reference, should this occur again.
As a result of this finding I feel the retention pond is adequate as designed and built to accommodate the drainage for the cemetery. There should be no additional drainage modifications required.
Thanks,
Mark Lazaroski
From: Karl E.
Schrantz [mailto:KSchrantz@shumakerengineering.com]
Sent: Monday, May 23, 2011 11:46
AM
To: mrl@twcny.rr.com
Subject:
Mark
Here is text and attachments
from an e-mail sent on Friday
by Bob Ross, PE to the Town of
Thanks,
Karl
Shumaker Consulting Engineering & Land Surveying, P.C.
Phone (315) 724-0100
CONFIDENTIALITY STATEMENT: This message is intended only for the use of the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient or the employee or agent responsible for delivering the message to the intended recipient, YOU ARE HEREBY NOTIFIED that any dissemination, distribution or copying of this communication is strictly prohibited. If you are not the intended recipient of this message, please destroy any printed version and delete this email.
-----Original
Message-----
From: Chuck Gibbs
[mailto:townsupervisor@whitestown.net]
Sent: Friday, May 20, 2011 7:07
PM
To: Karl E. Schrantz; Bill Schmitt; Sal Granato
Subject: Fwd:
Charles R. Gibbs II
Supervisor-Town of Whitestown
(315)736-4255
townsupervisor@whitestown.net
Pictures #7 & #8.pdf (118.3 Kb) attached
Ditch Drawing_Phase 1.pdf (427.3 Kb) attached
Ditch Drawing_Master Plan.pdf (341.1 Kb) attached
----- Original Message -----
From: "Bob Ross" bross@foodtech.com
To: "'Chuck Gibbs'" townsupervisor@whitestown.net
Sent: Fri 05/20/11 4:48 PM
Subject: Fwd:
Pictures #7 & #8.pdf (118.3 Kb) attached Ditch Drawing_Phase 1.pdf
(427.3 Kb) attached Ditch Drawing_Master Plan.pdf (341.1 Kb) attached
Town Supervisor Gibbs,
Thank you very much for the quick response and action, it is much
appreciated. We do have one additional request that we hope you will
find both agreeable and reasonable.
There has been widespread opinion in the past that the ditch that
separates the Ross Property from the Cemetery assures that no runoff
from the Cemetery ever ends up on the Ross Property. After seeing
pictures #7 and #8 (attached), I hope you agree that these pictures
show otherwise. This ditch is actually more of a problem then a
solution. We have said this for years, but up until we produced these
pictures (and Mr. Fellitto did observe this condition on 4/28 with my
parents) nobody believed us.
In pictures #7 and #8, what you are seeing is the result of the pipe
in
Cemetery. This causes the Cemetery runoff to actually back-up into
this ditch (from both the 12" pipe that connects the ditch to the
catch basin on
property that is shown overflowing in the pictures). Since the low
side of the ditch faces the Ross Property, that is the easiest place
for the backed up water to escape.
Our request is rather simple and straightforward. While you have the
Cemetery's attention, please direct them to (1) completely fill this
ditch as it is located on their property, (2) increase the height of
the berm that separates the Ross Property from the Cemetery by
approximately 1 foot, and (3) remove the 12" pipe that currently
connects this ditch (to be
filled) to the catch basin on
We believe you and the Village have the authority to direct the
Cemetery to complete this work since this is exactly what is shown on
the Phase 1 and Master Grading Plans approved by the Planning Board
(see attached). I hope you agree this is a reasonable request on our
part since we're only asking for the Cemetery to complete the work
that they committed to doing on their design drawings.
The Town Engineer and I obviously have major differences of opinion,
but I would like to think we can find common ground in agreeing that
it is reasonable to ask the Cemetery to simply complete the work shown
on the plans approved by the Planning Board.
Once upon a time, this ditch served a very useful function as it ran
from
up to
filled this ditch (except behind the Ross Property) and created a
berm, in place of the ditch, to re-direct their stormwater runoff back
onto their own property.
I am confident that if the
Town of
completed, we can put this long-standing problem behind us.
Please let us know if this is an acceptable request. I am available
at any time to discuss.
Regards,
Robert W.
617-470-1407
-------------------------
FROM: Chuck Gibbs [mailto:townsupervisor@whitestown.net]
SENT: Thursday, May 19, 2011 2:38 PM
TO: bross@foodtech.com
CC: Barry, Kevin; Ciancaglini, Mike; Copperwheat, Bill; Sullivan,
Dan; Schrantz, Karl; Schmitt, Bill
SUBJECT: Re:
The Town of
condition at the detention
basin at the
found that the condition was caused by a severe blockage in the outlet
pipe from the detention basin which prevented the basin from draining
and causing the detention basin to back up and overflow. The cemetery
was notified and they began working on the removal of the blockage
today.
<<Pictures #7 & #8.pdf>> <<Ditch Drawing_Phase 1.pdf>> <<Ditch Drawing_Master Plan.pdf>>
5/15/2011 Email to Town and Village Officials Documenting Continued Stormwater Problems
From: Bob Ross, Professional Engineer.
[bross@foodtech.com]
Sent: Sunday, May 15, 2011 8:03 PM
To: 'Charles Gibbs'; 'Dan Sullivan'; 'Kevin Barry'; 'Mike Ciancaglini'; 'Sal
Granato'; 'William Copperwheat'; 'Jim Collea'; 'Larry Felitto (c/o: Village
Clerk)'; 'Mike Mahoney'; 'Rich Hayes'; 'Tom Thomas'; 'Tony Leone'; 'Ammon Bush';
'Jim Cummings'; 'Joe Bayer'; 'John Franz'; Karl Schrantz; 'Linda Shumaker';
'Paul Romano'; 'Paul Waters'; 'Vernon Myers'
Cc: Robert & Barbara
Ross; Jamie Ross
Subject: Holy Trinity Cemetery - Ross
Property
Attachments: Ex A_06-18-2008_Shumaker Report_Narrative
Only.pdf; Ex B_09-17-2008_Ltr to Shumaker.pdf; Ex C_04-23-11 Pics.pdf; Ex
D_04-28-11 Pics.pdf; Ex E_Village Engineer Letters.pdf
To Whitestown
Supervisor Gibbs & Town Councilmen:
In 2008, you passed a Resolution
regarding the
Prior to passing this Resolution, I
warned you that Shumaker’s report was fundamentally flawed. It contains numerous
errors in calculations, resulting in completely unreliable results (junk in =
junk out). Allow me to remind you, Mr.
Please see the attached pictures -
Exhibits C & D. These pictures were taken on 04-23-11 and 04-28-11; they
indisputably disprove Shumaker’s findings.
Shumaker told you that Yorkville’s
pipe on
Shumaker told you the detention pond
was large enough to hold all stormwater runoff from the Cemetery caused by all
rainstorms of 5.4 inches or less. If so, why is the detention pond full and
overflowing after rainfalls of only 0.86 inches and 0.89
inches?