Permit Application Review

The Commission is in the process of transitioning to an electronic notification process for Stream Channel Alteration Permits (SCAP) and Stream Diversion Works Permits (SDWP).  Full paper copies of permit applications will no longer be mailed to government agencies for review.  When a permit application is ready for review, a PDF file will be posted below under the respective County heading.  Each permit application will be listed by ID number and title, followed by the applicant, project summary, file size and deadline for comments. Click on the permit application ID number and title to download and/or view the application.

NOTE: Due to large file sizes, it is suggested that you save the PDF file to your computer, then open the file.  Attempting to open the PDF file within your browser window, may result in slow performance or cause the browser window to freeze.

Island of Kaua‘i

Island of O‘ahu

Island of Moloka‘i

  • No applications pending.

Island of Maui

  • SDWP.5508.6: After-The-Fact Stream Diversion Works Permit Application, Kahoma Stream, Lahaina, Maui, TMKs (2) 4-5-017:888 and 4-5-018:888, for end uses on TMKs (2) 4-5-016:009, 4-5-017:002 and 005, and 4-5-018:011
    Applicant: Guth Farms
    Landowner: Patrick and Naomi Guth; and Peter Martin
    Project Summary: The diversion was constructed without a permit sometime in 2020.  Approximately 100,000 gallons per day is diverted offstream for 3.3 acres of taro and diversified agriculture.  No water is returned back into the stream.  The diversion is located on TMK parcels (2) 4-5-017:888 and 4-5-018:888, for end uses on TMKs (2) 4-5-016:009, 4-5-017:002 and 005, and 4-5-018:011.
    File Size: 7.9 MB
    Comment Deadline: April 24, 2021

  • SDWP.5807.6: Stream Diversion Works Permit Application, Reservoir 6 Intake, Waikapū Stream, Wailuku, Maui, TMK (2) 3-5-011:049
    Applicant: Wailuku Water Co., LLC
    Landowner: Waikapu Partners
    Project Summary: The applicant proposes to abandon the Reservoir 6 Intake on the Waikapū Stream.  The Reservoir 6 Intake was last used in 2006 and the intake grate is currently plugged with rocks and debris.  No water is diverted.
    File Size: 10.1 MB
    Comment Deadline: August 7, 2022

  •  SDWP.5951.6: Stream Diversion Works Permit Application, Abandon, Breach and Removal of the Kapalaalaea Dam, Papalua Stream, Haʻikū, Maui, TMK: (2) 2-8-007:001
    Applicant: East Maui Irrigation, Co.
    Landowner: East Maui Irrigation, Co.
    Project Summary: The purpose of the project is to breach and remove the Kapalaalaea Dam and return the stream to natural conditions.
    File Size: 18.6 MB
    Comment Deadline: January 13, 2023
  • SDWP.6011.6: Approval of Stream Diversion Works Permit Application to Modify Diversion Nos. 156, 209, 232, 142, 168, 267, 255, 187, 177, 145, 243, 144, 236, and 244, Fix Leaks and Provide Habitat Connectivity, East Kōlea, Kaʻaiea, ʻOʻopuola, Nailiilihaele, Hānawana, and Hoʻolawa Streams, Maui, Tax Map Key(s): (2) 1-1-001:042, 50; 2-9-004:004; 2-9-012:029; 2-9-014:001, 004, and 009
    Applicant: East Maui Irrigation Co., Ltd.
    Landowner: East Maui Irrigation Co., Ltd.; State of Hawaiʻi
    Project Summary:

    Div. No. Description TMK Stream
    156 Install 18-in wide steel plate x 0.6-in high concrete channel and upstream berm lip at low point side to pass all flows up to 0.08 cfs (0.05 mgd) to remain in the stream without providing for connectivity.  If necessary, notch down stream potion of dam lip. (2) 1-1-001:050 East Kōlea
    209 Install 18-in wide steel plate x 0.6-in high concrete channel and upstream berm lip at low point side to pass all flows up to 0.08 cfs (0.05 mgd) to remain in the stream without providing for connectivity. (2) 1-1-001:050 East Kōlea
    232 Install 18-in wide steel plate x 4.3 in high concrete channel and upstream berm lip(s) at low point across grate to pass 1.8 cfs (1.12mgd). Where necessary, fix leaks in wing wall. (2) 1-1-001:042 Kaʻaiea
    142 Install 18-in wide steel plate x 1.5-in high concrete channel and upstream berm lip at low point side across grate to transport all flows up to 0.36 cfs (0.23 mgd). (2) 2-9-014:001 ʻOʻopuola
    168 Install steel plate to cover 20% of grated area with 1-in high concrete channel and upstream berm lip(s) at low point across grate to transport 20% of all flows and provide connectivity and recreational uses. (2) 2-9-014:001 Nailiilihaele
    267 Within ditch, increase ditch intake invert 0.75-in above top of dam such that all flows up to 1.8 cfs (1.12 mgd) pass over dam to provide for habitat connectivity and recreational uses. (2) 2-9-014:001 Nailiilihaele
    255 Within ditch, increase ditch intake invert to be 1.8-in higher than bedrock elevation at top of waterfall such that all flows up to 3.6 cfs (2.32 mgd) go over waterfall to provide for habitat connectivity and recreational uses. (2) 2-9-014:004 Nailiilihaele
    187 Maintain wetted path over dam with invert notch (18-in-wide x 9.1-in deep) in concrete dam to transport all flows up to 5.2 cfs (3.36 mgd) to provide for habitat connectivity and recreational uses.  Close sluice gate.  Add weir in ditch behind gate with a height to match top of notch. (2) 2-9-014:004 Nailiilihaele
    177 Increase pipe diameter to 8-in to prevent clogging and maintain a continual flow of water to meet downstream riparian uses. (2) 2-9-012:029 Hānawana
    145 Install steel plate to cover 20% of grated area with a 1-in high concrete channel and upstream berm lip at low point across grate to transport 20% of all stream flows to provide for recreational and aquatic habitat uses. (2) 2-9-014:001 Hoʻolawa
    243 Install 8” PVC piping at 0.29% slope and valve from Lowrie ditch to ensure 0.7 cfs (0.45 mgd) continues for recreational uses & downstream habitat [no connectivity] when sluice gate is closed. (2) 2-9-004:004 Hoʻolawa
    144 Install steel plate to cover 20% of grated area with a 1”-high concrete channel & upstream berm lip(s) at low point across grate to transport 20% of all streamflows to provide habitat connectivity, recreational, riparian, and aquatic habitat uses. (2) 2-9-014:001 Hoʻolawa
    236 Create 18-in wide x 3.25-in deep channel at low point in bedrock to ensure all flows up to 1.2 cfs (0.78 mgd) continue downstream from the intake to provide recreational, downstream habitat, riparian, and aquatic habitat uses.  New weir in ditch to match top with top of new channel in bedrock.  Baffle to limit high flows into ditch remains. (2) 2-9-014:009 Hoʻolawa
    244 Install steel plate to cover 20% of grated area with a 1-in high concrete channel and upstream berm lip at low point across grate to transport 20% of all flows to provide downstream habitat connectivity, recreational, riparian, and aquatic habitat uses. (2) 2-9-014:001 Hoʻolawa

    File Size: 6.3 MB
    Comment Deadline: November 25, 2023

  • SDWP.6005.6: Stream Diversion Works Permit Application, Installation of a Portable Submersible Pump and New Diversified Agriculture, Irrigation and Domestic Use for 3,850 gpd, Wailuku River, ‘Īao Surface Water Management Area, Maui, TMK: (2) 3-3-018:006
    Applicant: Yas Yamazaki
    Project Summary: The proposed diversion will consist of a 1.25-inch diameter, 8-gallon per minute (gpm) portable submersible pump estimated to pump six (6) hours daily to supplementally fill an existing 15,000 gallon rain catchment storage tank. The proposed water use is for 3,850 gallons per day (gpd) consisting of 2,500 gpd for diversified agriculture on one (1) acre, 750 gpd for irrigation on 0.3 acres, and 600 gpd of domestic use for one (1) home.
    File Size: 0.6 MB
    Comment Deadline: April 9, 2024
  • SDWP.6007.6: Stream Diversion Works Permit Application, Installation of a Portable Submersible Pump for New Diversified Agriculture, Irrigation, and Domestic Use for 5,575 gpd, Wailuku River, ‘Īao Surface Water Management Area, Maui, TMK: (2) 3-3-018:005
    Applicant: Bob Flint and Sunny Jordan
    Project Summary: The proposed diversion will consist of a 2-inch diameter, 73-gallon per minute (gpm) pump estimated to pump two times per week to supplementally fill an existing 10,000 and 15,000 gallon tank. The proposed water use is for 5,575 gallons per day (gpd) consisting of 4,375 gpd (1.75 acre x 2,500 gpd/acre) for diversified agriculture and irrigation of ornamentals and 1,200 gpd (2 unit x 600 gpd) for domestic use.
    File Size: 10.6 MB
    Comment Deadline: April 9, 2024

Island of Hawai‘i

  • No applications pending.