My WebLink
|
Help
|
About
|
Sign Out
Home
PD Background Report (PL-SMA-2022-000023)
PublicDocuments
>
Planning Department
>
Leeward/Windward Planning Commission
>
Board Packets
>
2023
>
2023-01-06 Windward
>
Item #3 Douglas Kerr (PL-SMA-2022-000023)
>
PD Background Report (PL-SMA-2022-000023)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/29/2022 9:32:25 AM
Creation date
12/29/2022 9:29:17 AM
Metadata
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
102
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
H. Flood Insurance Rate Map (FIRM) designation (contact Department of Public <br /> Works-Engineering Division). <br /> Due to setback requirements, all of the proposed development is designated as Flood <br /> Hazard Zone X: "Areas determined to be outside the .02% annual chance floodplain"according to <br /> the U.S.G.S. As shown in Exhibit G The proposed home is more than 80 feet from the high water <br /> mark per the Certified Shoreline Survey and as shown in Exhibit H, Blended Site Map the proposed <br /> residence sits well back from the shoreline. <br /> L Archaeological Resources: <br /> The Planning Department will assist in the assessment of archaeological resources in <br /> cooperation with the State of Hawaii Department of Land and Natural Resources Historic <br /> Preservation Division (DLNR-SHPD). To assist with this assessment, Petitioner provides the <br /> following historic information: <br /> Description of Property <br /> The property is located at approximately 30 feet (9 meters) above mean sea level at its <br /> lowest point on a single Kilauea lava flow dated between 250 and 750 years before present.2 The <br /> geological substrate is bare pahoehoe lava as provided on the Wolfe and Morris geological map <br /> (see Exhibit I) with very shallow soil deposits.3 The property ground surface is mostly level, <br /> sometimes undulating with a slight easterly slope makai (toward the ocean). Annual rainfall at the <br /> property ranges from 120 to 160 inches. There are no major gulches or natural drainages located <br /> near the project area. <br /> The surveyed property is 80 feet wide at both ends east and west, with the northern side of <br /> the property nearly 209 feet in length and the southern side nearly 257 feet in length. The different <br /> lengths are the result of the uneven cliff drop-off at the shoreline. The cliff drop-off is <br /> approximately 30 feet from sea level. The property borders Paradise Ala Kai Drive on the mauka <br /> or west side of the property. The shoreline area of 40 feet is made up almost entirely of bare <br /> pahoehoe lava bordered toward the proposed home by some ironwood trees. The additional <br /> setback of 40 feet has some shrubs, palms and ironwood trees. (See Exhibits J through M for <br /> photos of the property.) <br /> Previous Archaeological Studies <br /> Both pre-Contact era and post-Contact era habitation and land-use are known to have <br /> occurred along the Puna coast. The majority of studies conducted in Waikahekahe Nui and <br /> surrounding ahupua'a were conducted along the coast. Coastal archaeological sites consist <br /> primarily of habitation features, agricultural features and trails. Habitation features are primarily <br /> enclosures, platforms, rock paved area, and terraces. Agricultural features include rock clearing <br /> mounds and small garden enclosures. None of these features have been discovered on the subject <br /> property during extensive walk-throughs. <br /> 2 As noted supra,Wolfe and Morris <br /> s Sato, H.,W. Ikeda, R Paeth, R Smythe, and M.Takehiro Jr. (1973)Soil Survey of Island of Hawaii,State of Hawaii. United <br /> States, Department of Agriculture Soil Conservation Service.Washington D.C. <br /> Page 18 <br /> Attachment to SMA Major Use Permit Application of Kerr/Gleason,TMK: (3) 1-S-OS8 : OS3 <br /> 8 <br />
The URL can be used to link to this page
Your browser does not support the video tag.