My WebLink
|
Help
|
About
|
Sign Out
Home
PD Background Report Kamehameha Schools (PL-SPP-2023-037)
PublicDocuments
>
Planning Department
>
Leeward/Windward Planning Commission
>
Board Packets
>
2023
>
2023-08-17 Leeward
>
Item #9 Kamehameha Schools (PL-SPP-2023-000037)
>
PD Background Report Kamehameha Schools (PL-SPP-2023-037)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/11/2023 7:15:05 AM
Creation date
8/11/2023 7:12:34 AM
Metadata
Fields
Template:
Plan Doc Template
Document Date
8/7/2023
Other Parcel Numbers
840040380000; 840040400000
Permit Number
PL-SPP-2023-000037
Parcel Number
840040140000
Description
PD Background report
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
194
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
and that they determine the applicability of other DOT permits for the proposed <br /> development. <br /> 24. Water: County water is available to the permit area via an existing, 8-inch water main <br /> within Mamalahoa Highway with each of the subject properties serviced by an existing, <br /> 5/8"water meter, which allows an average daily usage of 400 gallons of water per day <br /> (gpd) and a maximum of 600 gpd. According to the application, the projected daily water <br /> demand would be approximately 4,000 to 6,000 gpd. According to the Department of <br /> Water Supply (DWS), based on current water availability, the additional anticipated <br /> water demand was not available for the existing water system. DWS requested that the <br /> applicant submit estimated maximum daily water use calculations for the proposed uses, <br /> prepared by a professional engineer licensed in the State of Hawaii, for review and <br /> approval. The calculations should indicate that the anticipated water use will be within <br /> the allotted amount of water for the properties. Finally, DWS indicated that the existing <br /> 8-inch water main is inadequate to provide the required 2,000 gallons per minute required <br /> for the proposed use and that the applicant shold consult with the Fire Department to <br /> determine other fire protection requirements and alternatives. By letter dated July 6, <br /> 2023, the applicant's engineers proposed fire protection improvements for the project <br /> including the installation of two (2)fire hydrants fronting the permit area approximately <br /> 90 feet apart to meet the fire flow requirements and the installation of an adequate Fire <br /> Department Access Road (FDAR) on site. By email dated July 7, 2023, the Fire <br /> Department indicated that the proposed improvements meet Fire Code requirements. <br /> Additionally, by letter date July 7, 2023 to DWS, the applicant's engineers provided <br /> estimated maximum daily water use calculations for the project consisting of an <br /> estimated average of 590 gpd and a maximum of 885 gpd. Additionally, the applicant <br /> provided information from a KS preschool on Oahu with 6 classrooms and 120 students. <br /> The analysis indicated that the highest daily rate measured over the last five (5)years <br /> from that facility was 870 gpd and that the average flow rate for the five (5) highest <br /> months was 737 gpd. Finally, the applicant proposes to provide the following water <br /> system improvements to accommodate the project: replacing two existing 5/8-inch water <br /> meters with a 1 1/z-inch domestic water meter, install a 2-inch diameter water lateral, and a <br /> 7 <br />
The URL can be used to link to this page
Your browser does not support the video tag.