HomeMy WebLinkAbout20190098 Honda Storage Expansion LA Group Response and Revised Map 4-10-19 The LA GROUP
Landscape Architecture&En€gineering F.C.
I a l.Purpose Piace,
40 Long Alley
Saratoga Springs
NY 12866
p:518-587-8100
518-587-0180
ww w.thelagroup.comr�
LETTER OF TRANSMITTAL
TO: DATE: 4/10/19 JOB NO.: 2017002
Kari Donohue
Administrative Assistant-Engineering
City of Saratoga Springs RE: Saratoga Honda Expansion
Saratoga Springs,NY 12866 PB#20190098—Comment Response
Saratoga Springs,NY
WE ARE SENDING YOU ✓ Attached 0 Under separate cover via the following items
❑ Shop drawings 0 Prints 0 Plans 0 Samples 0 Specifications
❑ Copy of letter 0 Change order 0 Report
COPIES DATE NO. DESCRIPTION
1 Comment Response letter
1 Revised Site plan per comments
1 Revised SWPPP per comments—hard copy to CPL
Digital Copy sent Via email
THESE ARE TRANSMITTED as checked below:
❑ For approval 0 Approved as submitted 0 Resubmit copies for approval
❑ For your records 0 Approved as noted 0 Submit copies for distribution
❑ As requested 0 Return for corrections 0 Return corrected prints
• For review and comments 0
❑ FOR BIDS DUE 20 0 PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Hard copy of the submission send via mail to Clark Patterson Lee
SIGNED: Matthew Brobston
If enclosures are not as noted,kindly notify us at once.
The LA GROUP
Landscape Architecture di.Engineering P.C.
People.Purpose.Place.
40 Long Alley
Saratoga Springs
NY 12866
p:518-587-8100
518-587-0180
w w w.thelag ro up.corn
April 10, 2019
Kari Donohue
Administrative Assistant— Engineering
City of Saratoga Springs
474 Broadway
Saratoga Springs, NY 12866
RE: Saratoga Honda Expansion —Site Plan Review
PB App. No. 20190098
Dear Ms. Donohue:
The LA Group is in receipt of comments from Clark Patterson Lee, dated March 28, 2019. The following are
responses to the comments.
SWPPP Report
Comment 1: Page 1, Section 2.2—Changes to the SWPPP must be approved by the City prior to any
construction.
Response 1: Comment noted.
Comment 2: Page 2, Section 3.5, 2nd paragraph — Please review wording. Our recommendation is that an
updated letter by obtained from OPRHP as the last letter was dated 4/9/2014 —approximately
5 years ago and regulations, etc. may have changed.
Response 2: Proposed project is in an area that was generally disturbed during the last phase of the
project. Letter received from OPRHP does not have an expiration date and per
discussions with the previous Archaeological Consultant for the project they do not
see a need to update the letter received from OPRHP.
Comment 3: Page 7, Section 5.4—The Peak flows indicated in the Table do not match the calculations.
Response 3: Table has been revised to match HydroCAD calculations.
Comment 4: Page 10, Section 8 -Section references"items" but there are only"bullets".
Response 4: Bullets were switched to numbers.
Comment 5: Please show concrete washout locations, staging areas, etc.
Response 5: Concrete washout and staging area locations have been added to Sheet L-1.0.
Comment 6: The area under existing and proposed conditions should be the same.
Response 6: Proposed watershed is 3.77 acres. Discrepancy between existing and proposed
conditions is 42 square feet. This area represents 0.02% of the total drainage area.
This discrepancy is insignificant.
Comment 7: Subarea 1.1s— Please explain how the Time of Concentration is the same under existing and
proposed conditions when the path has changed? Please verify the CN number for existing
and proposed conditions.
Response 7: Proposed condition Time of Concentration (Tc)for subcatchment 1.1s has been
updated. The Tc has reduced by 2.4 minutes from pre to post-development.
Comment 8: Subarea 1.1s— Please explain how the time of concentration path was chosen.
Response 8: The longest time of concentration path was chosen. Note that the proposed condition
Tc path has been revised.
Comment 9: Please explain why the size of the infiltration area has been reduced in area?
Response 9: The original infiltration area was oversized for potential future development. Proposed
infiltration basin is sized to hold the 100-year storm event, as required by NYSDEC.
Comment 10: Please provide infiltration tests results. Please insure that the tests have been completed in
conformance with the guidelines noted in the NYS Stormwater Management Design Manual.
Response 10: Falling head permeability test results have been added to Appendix B of the SWPPP.
Comment 11: As noted in the NYS Stormwater Management Design Manual, infiltration must be separated
by at least 3 feet vertically from seasonal high-water table. Please verify.
Response 11: Test Pit 1 was conducted at an elevation of 306.0' and noted seasonal high
groundwater at 3' deep, or elevation 303.0'. The lowest proposed elevation of the
porous pavement is 307.34. Proposed porous pavement section is 16" deep which
would provide a bottom of stone elevation of 306.0 and provide 3' of separation.
In existing conditions stormwater is treated by the Pocket Pond. Treated stormwater
in the Pocket Pond overflows to the existing infiltration pond (stormwater disposal
area). The infiltration pond does not need to be separated by 3 vertical feet from
seasonal high-water as it is not providing treatment of runoff, and only disposal. LAG
received approval of this from DEC and City of Saratoga Springs. The bottom of the
infiltration pond is above the seasonal high-water table.
Comment 12: Post Development Subarea 3.3s—Why is the Time of Concentration for Proposed Conditions
less than the Tc for Existing Conditions?
Response 12: Proposed condition models the newly constructed swale as a Reach, therefore the
proposed conditions Tc path length was reduced and included in the Reach.
Comment 13: Is the pocket pond suppose to hold water permanently up to an elevation of 305'? If so, is the
pond lined?
Response 13: Pocket pond was modeled as worse case scenario with a permanent pool elevation.
Current pond does not have a clay liner, and is only lined with topsoil. Relocated pond
will match existing conditions.
Comment 14: For storms larger than the 100-year storm, how will stormwater runoff overflow the infiltration
basin? Should an emergency overflow be installed?
Response 14: The NYSDEC Manual does not require modeling or design for storms greater than the
100-year storm event.
Comment 15: Since pervious pavement will be installed over the existing pocket pond and infiltration area,
please discuss what soil will be removed and what material will be installed within these
areas.
Response 15: Notes have been added to the plan set indicating topsoil and vegetation shall be
removed below porous pavement area. Detail has been added to the plans providing a
cross section through the porous pavement section. Intent is that native soil
excavated as part of the new ponds and swale will be used to fill in the existing pocket
pond and infiltration area.
Comment 16: Modeling of the culvert in HydroCad indicates 45LF while the Record Drawings indicate
85LF. Please verify.
Response 16: Model has been revised accordingly.
Plans: Sheet L-1.0
Comment 17: What is the purpose of the"Woods Road".
Response 17: Woods Road is an existing condition that has been there for numerous years.
Currently it is not being used.
Comment 18: Silt Fence should be installed parallel to contours and not just along property lines.
Response 18: Surrounding disturbed area is flat. Silt fence is placed along edge of disturbance as
there is only +/-6" change in existing elevation.
Comment 19: The vegetation within the pocket pond and infiltration basin should be denoted as being
removed.
Response 19: A note has been added to Sheet L-1.0 indicating topsoil and organic material shall be
removed within limits of disturbance.
Comment 20: How will the infiltration basin be protected from stormwater runoff during construction?
Response 20: Sheet L-1.0 has been revised to depict silt fence being placed around the infiltration
basin to protect during construction.
Plans: Sheet L-3.0
Comment 21: Please provide areas for contours associated with the pocket pond/infiltration area. A post
construction survey will be required to verify the practices were constructed in conformance
with the plans.
Response 21: Bottom are of the pond and infiltration area have been added to the plans. Note all
slopes are 4:1 as depicted on the plans. As-built of site improvements will be prepared
as required by City of Saratoga Springs.
Plans: Sheet L-6.0
Comment 22: Please insure all details meet the City's requirements.
Response 22: Details are typical to previous approved City projects.
Comment 23: Please include a concrete washout detail.
Response 23: Concrete washout detail has been added to the plans.
Comment 24: Please provide a detail for porous pavement in the areas of the pocket pond/infiltration basin.
What material will be placed below the 16" depth shown in the detail provided?
Response 24: Detail section has been added to the plans. Native material will be used to fill the
pocket pond/infiltration basin.
Comment 25: Stone overflow weir—please define the width.
Response 25: Width has been added to the plans.
Comment 26: Please define the stone size of Stone Fill (Light).
Response 26: Stone Fill (Light) is a NYSDOT designation and represents 50-100% larger than 6" in
size. "NYSDOT" indication has been added to notes.
Sincerely,
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Douglas B. Heller, PE
Associate Principal/Civil Engineer
d hel ler(c�thelag rou p.com
G:\Proj-2012\201240_Saratoga_Honda_Consulting\201240Admin\01Correspondence\2.7Review_Comments\2019 03 29_Saratoga Honda_Comment
Response.docx
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