KPB 21.18 KPB 21.18 Items for Review Items for Review 21.18.030 - - PDF document

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KPB 21.18 KPB 21.18 Items for Review Items for Review 21.18.030 - - PDF document

KPB 21.18 KPB 21.18 Items for Review Items for Review 21.18.030 Periodic Review 21.18.030 Periodic Review 21.18.035 Watershed District 21.18.035 Watershed District 21.18.040 60 Degree Cut- -bank Requirement bank Requirement 21.18.040 60


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KPB 21.18 KPB 21.18 Items for Review Items for Review

21.18.030 Periodic Review 21.18.030 Periodic Review 21.18.035 Watershed District 21.18.035 Watershed District 21.18.040 60 Degree Cut 21.18.040 60 Degree Cut-

  • bank Requirement

bank Requirement 21.18.050 Floodplain Requirements 21.18.050 Floodplain Requirements

KPB 21.18.030 Periodic Review KPB 21.18.030 Periodic Review

  • Current Ordinance Language:

Current Ordinance Language: As part of its role in comprehensive planning the As part of its role in comprehensive planning the planning department shall prepare an assessment planning department shall prepare an assessment

  • f the benefits and effectiveness of this chapter
  • f the benefits and effectiveness of this chapter

after one year, with a review every two years after one year, with a review every two years

  • thereafter. In preparing this evaluation the
  • thereafter. In preparing this evaluation the

planning commission shall hold at least one public planning commission shall hold at least one public hearing. hearing.

Purpose of Proposed Code Change: Purpose of Proposed Code Change:

  • To further define and describe the review

To further define and describe the review that is required. that is required.

  • To ensure that a comprehensive review is

To ensure that a comprehensive review is undertaken in a reasonable period of time. undertaken in a reasonable period of time.

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SLIDE 2

2 21.18.030 21.18.030 Recommended Language Recommended Language

To assist in assist in the as the asses sessmen ment of t

  • f the eff

he effect ctiven iveness ess of 2

  • f 21.1

.18, 8, th the River Cent e River Center shall provide an a er shall provide an annual p nnual permit and act rmit and activit vity report to the report to the Planning Co ning Comm mmiss ission

  • n. T

. This rep is report shall rt shall includ include a statistical e a statistical analysis of p analysis of permit rmit activity a tivity and tren d trends, ds, co commen entar tary on

  • n river and lan

river and land us use issues a e issues and tren d trends, a ds, and d any ot y other inf her informat rmatio ion that n that may a may assist in ssist in furthering t furthering the he manage management of Boroug

  • f Borough water resour

h water resources an ces and rip d riparian rian habitat. bitat. (Con (Cont.) t.)

21.18.030 21.18.030 Recommended Language Recommended Language

A sta A staff review of the e ff review of the effe ffectiven ctivenes ess of 21. s of 21.18 shall be shall be pres presented to th ented to the Pla e Planni nning Co ng Commi mmission ssion on every f

  • n every fifth

fth year, begi ar, beginning i nning in 2

  • 2015. T
  • 15. The review s

he review shall a all anal alyze th yze the e ef effect fectiveness iveness of the i

  • f the individual s

dividual secti ctions of ns of 21.1 .18 and 8 and relat related boroug d borough c h code pursua de pursuant to the purpos to the purpose an e and d findin ings o gs of this this chapter. chapter. For ea For each a annual report and 5- al report and 5-year revi year review, the plann ew, the planning ng comm mmissio ission sh shall ho all hold at least o ld at least one publ e public h ic hearin aring. g.

KPB 21.18.035 KPB 21.18.035 Kenai River Kenai River Watershed District Watershed District

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3 KPB 21.18.035 Kenai River KPB 21.18.035 Kenai River Watershed District Watershed District

  • Current Ordinance Language:

Current Ordinance Language:

There is established a Kenai River watershed district There is established a Kenai River watershed district comprised of all lands lying within or contiguous to the comprised of all lands lying within or contiguous to the Kenai River drainage system as bounded and defined on Kenai River drainage system as bounded and defined on the official map, a copy of which is attached as Exhibit A, the official map, a copy of which is attached as Exhibit A, which shall be kept on file in the planning department. The which shall be kept on file in the planning department. The Kenai River drainage system shall include all sections of Kenai River drainage system shall include all sections of the Kenai River to its outlet into Cook Inlet, all tributaries the Kenai River to its outlet into Cook Inlet, all tributaries and small lake systems including Kenai and Skilak Lakes and small lake systems including Kenai and Skilak Lakes and their headwaters. The purpose of establishing this and their headwaters. The purpose of establishing this watershed district is for watershed boundaries only. watershed district is for watershed boundaries only. Inclusion indicates that the area is important to the Kenai Inclusion indicates that the area is important to the Kenai River watershed. River watershed.

Purpose of Proposed Code Change: Purpose of Proposed Code Change:

  • In view of the fact that the habitat protection area

In view of the fact that the habitat protection area

  • nly extends 50
  • nly extends 50-
  • feet from regulated streams, this

feet from regulated streams, this section serves no purpose. section serves no purpose.

  • In addition, the stated purpose in the code is

In addition, the stated purpose in the code is “ “for for watershed boundaries only. watershed boundaries only.” ” Current technologies Current technologies allow staff to accurately identify watershed allow staff to accurately identify watershed boundaries without the inclusion of exhibits or boundaries without the inclusion of exhibits or maps into the code. maps into the code.

  • Only the Kenai River watershed is mentioned in

Only the Kenai River watershed is mentioned in code, yet 14 other rivers are affected by 21.18. code, yet 14 other rivers are affected by 21.18.

21.18.035 Recommendation 21.18.035 Recommendation

  • Remove this section from the code.

Remove this section from the code.

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KPB 21.18.040 KPB 21.18.040 Habitat Protection Area Habitat Protection Area Established Established

KPB 21.18.040 Habitat Protection KPB 21.18.040 Habitat Protection Area Established Area Established

  • Current Ordinance Language:

Current Ordinance Language:

“… “….Where the banks within this fifty .Where the banks within this fifty-

  • foot

foot area consist of a 60 degree or more cut area consist of a 60 degree or more cut bank the habitat protection area shall bank the habitat protection area shall consist of the greater of 50 feet from the consist of the greater of 50 feet from the river or to a point 25 feet back from the top river or to a point 25 feet back from the top

  • f the cut bank.
  • f the cut bank.”

Purpose of Proposed Code Change: Purpose of Proposed Code Change:

  • Protect anadromous stream water quality

Protect anadromous stream water quality through reduced erosion & runoff through reduced erosion & runoff

  • Keep riverbanks & bluffs stable by

Keep riverbanks & bluffs stable by protecting soil and vegetation protecting soil and vegetation

  • Protect private property & property values

Protect private property & property values

  • Maintain aesthetics

Maintain aesthetics

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60 Degrees 170% Grade Current KPB Standard 45 Degrees 100% Grade 22 Degrees 40% Grade Proposed Standard 11 Degrees 18% Grade Juneau Hillside Standard 33 Degrees 65% Grade Angle of Repose for Gravel

Kenai River – State Park Road. 46% Slope (25 degrees)

Kenai River off of Cheechako News Drive. 75% slope (37 degrees)

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Kenai River off of Cheechako News Drive. 75% slope (37 degrees)

Kenai River off of Cheechako News Drive. 75% slope (37 degrees) Kenai River off of Cheechako News Drive. 75% slope (37 degrees)

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Kenai River – Endicott Drive 75% slope (37 degrees)

Kenai River near intersection of Funny River Rd and Ansel Dr. 84% slope (40 degrees)

Kenai River - intersection of Funny River Rd and Ansel Dr. 84% slope (40 degrees)

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Kenai River – Big Eddy across from RW’s. 90% (42 degrees)

60 Degrees 170% Grade Current KPB Standard 45 Degrees 100% Grade 22 Degrees 40% Grade Proposed Standard 11 Degrees 18% Grade Juneau Hillside Standard 33 Degrees 65% Grade Angle of Repose for Gravel

Municipal Code Standards Municipal Code Standards

  • Kenai Peninsula Borough: 60 degrees (170%) for HPA

Kenai Peninsula Borough: 60 degrees (170%) for HPA

  • City of Soldotna: 45 degrees (100%) for KROD

City of Soldotna: 45 degrees (100%) for KROD

  • City of Juneau: 18% for Hillside Development

City of Juneau: 18% for Hillside Development

  • Girdwood: 15% (residential); 35% designated as a hazard

Girdwood: 15% (residential); 35% designated as a hazard area area

  • Lake Forest Park, WA: 40% and 50

Lake Forest Park, WA: 40% and 50’ ’ + 15 + 15’ ’

  • Issaquah, WA: 40% and 50

Issaquah, WA: 40% and 50’ ’

  • King County, WA: 40% and 50

King County, WA: 40% and 50’ ’ + 15 + 15’ ’

  • Prince George, BC: 20%

Prince George, BC: 20%

  • Redmond, WA: 40%

Redmond, WA: 40%

  • Morristown, NJ: Over 25%

Morristown, NJ: Over 25%

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9 21.18.040 21.18.040 Agency Guidance Agency Guidance

Slope.

  • pe. The inc

The inclination ination of

  • f the land

the land surfac surface from the e from the horizontal. horizontal. Perc Percentag entage of

  • f slo

slope is e is the vertic the vertical distance divided by horizontal al distance divided by horizontal distanc distance, then multiplied b , then multiplied by 100.

  • 100. Thu

Thus, a , a slo slope of e of 20 20 perc percent is ent is a a dro drop of

  • f 20 feet in 1

20 feet in 100 f 00 feet of hori eet of horizontal distanc zontal distance. . In this In this survey the survey the fo following ing slo slope c classe ses a s are re recogniz ized:

Nearly l

arly level . vel ..... ........ ........ ....... ....... ........ ........ ........ ....... ....... ...... 0 .. 0 to 2 to 2 perc percent ent

Gently

Gently s sloping

  • ping ..

...... ....... ...... ....... ........ ........ ........ ....... ....... ...... 2 .. 2 to 4 to 4 perc percent ent

Moderately slo

derately sloping ing .. .... ...... ........ ........ ........ ....... ....... ....... ... 4 to 8 4 to 8 perc percent ent

Strong

Strongly s ly sloping

  • ping .

..... ........ ........ ........ ........ ........ ....... ....... .... 8 to 15 8 to 15 perc percent ent

Moderately steep

derately steep ... ...... ....... ........ ........ ........ ....... ...... 1 ... 15 to 25 to 25 perc percent ent

Stee

Steep .. p ...... ........ ........ ....... ....... ......... ......... ........ ........ ........ ....... ..... 25 .. 25 to 45 to 45 perc percent ent

Very

ry steep steep .. ...... ........ ........ ........ ........ ........ ........ .... M More than 45 re than 45 perc percent ent

Soil Survey of Lower Kenai Peninsula Area, Alaska Soil Survey of Lower Kenai Peninsula Area, Alaska. Natural Resources Conservation Service, USDA, 2000. . Natural Resources Conservation Service, USDA, 2000.

21.18.040 21.18.040 Agency Guidance Agency Guidance

AK Dept. of Envi AK Dept. of Environmen ronmental tal Conserv Conservation Regulations: tion Regulations: AK Dept. of Envi AK Dept. of Environmen ronmental tal Conserv Conservation Regulations: tion Regulations: ■ 18 AAC 18 AAC 72.035. 72.035. Conven Conventiona tional onsite systems

  • nsite systems

(8) the ground s (8) the ground surf rface slope is less tha ace slope is less than 25 25 pe percent for rcent for tre trenches, and ches, and less tha less than five pe five percen rcent t for beds; for beds; (9) as shown in F ) as shown in Figure 1 of this s gure 1 of this subsection, bsection, at at least 50 f ast 50 feet sep eet separates a tes any par y part of the soil

  • f the soil

absorption system from any slop absorption system from any slope gre e greate ter than 25 r than 25 pe percent, whether rcent, whether man-m man-made or na

  • r natura

tural, with a l, with a drop i drop in the surface height gre the surface height greater than 10 feet. ter than 10 feet.

21.18.040 21.18.040 Agency Guidance Agency Guidance

  • 2009 Interna

2009 International ional Buildi Building Code ng Code 2009 Interna 2009 International ional Buildi Building Code ng Code

  • The placement of buildings and structures on or

The placement of buildings and structures on or adjacent to slopes steeper than 33% shall adjacent to slopes steeper than 33% shall comply with Sections 1808.7.1 through comply with Sections 1808.7.1 through 1808.7.5. 1808.7.5.

  • 1808.7.2. Footings next to slopes must be

1808.7.2. Footings next to slopes must be placed where they placed where they’ ’ll provide good vertical and ll provide good vertical and lateral support to protect against settlement. lateral support to protect against settlement.

  • Where the slope is greater than 100%, the

Where the slope is greater than 100%, the required setback shall be measured from an required setback shall be measured from an imaginary plane 45 degrees to the horizontal, imaginary plane 45 degrees to the horizontal, projected upward from the toe of the slope. projected upward from the toe of the slope.

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10 21.18.040 21.18.040

Alternative Methods Alternative Methods in Setting Buffer Distances in Setting Buffer Distances to Account for Slopes to Account for Slopes

Alternative Methods Alternative Methods

  • Slope adjustment for vegetated water quality

Slope adjustment for vegetated water quality buffers: buffers:

  • 5 to 14% slopes. Multiply setback by 1.3

5 to 14% slopes. Multiply setback by 1.3

  • 15 to 40% slopes. Multiply setback by 1.4

15 to 40% slopes. Multiply setback by 1.4

  • > 40% slopes. Multiply setback by 1.5

> 40% slopes. Multiply setback by 1.5 Example: 17% slope & 50 Example: 17% slope & 50’ ’ setback. 50

  • setback. 50’

’ X 1.4 = 70 X 1.4 = 70’ ’

Source: Matt LaCroix, US EPA Source: Matt LaCroix, US EPA

Alternative Methods Alternative Methods

  • Add 4 feet to the setback width for each 1%

Add 4 feet to the setback width for each 1%

  • f slope.
  • f slope.

Example: 17% slope & 50 Example: 17% slope & 50’ ’ setback. setback. 50 50’ ’ + 4 (17) = 118 + 4 (17) = 118’ ’

Source: Matt LaCroix, US EPA Source: Matt LaCroix, US EPA

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Alternative Methods Alternative Methods

  • Add 10 feet for a 15

Add 10 feet for a 15-

  • 17% slope

17% slope

  • Add 30 feet for a 18

Add 30 feet for a 18-

  • 20% slope

20% slope

  • Add 50 feet for a 21

Add 50 feet for a 21-

  • 23% slope

23% slope

  • Add 60 feet for a 24

Add 60 feet for a 24-

  • 25% slope

25% slope

Source: Matt LaCroix, US EPA Source: Matt LaCroix, US EPA

Alternative Methods Alternative Methods

Recreational Use Recreational Use Sensitive Habitat Sensitive Habitat 0 to 14% 0 to 14% No change No change + 50 + 50’ ’ 15 to 25% 15 to 25% +25 +25’ ’ + 75 + 75’ ’ > 25% > 25% +50 +50’ ’ +100 +100’ ’ Example: 17% slope within 50 Example: 17% slope within 50-

  • foot setback area of

foot setback area of sensitive riparian habitat = 50 sensitive riparian habitat = 50’ ’ + 75 + 75’ ’ = 125 = 125’ ’

Source: Matt LaCroix, US EPA Source: Matt LaCroix, US EPA

21.18.040 Recommendations 21.18.040 Recommendations

  • Measure slopes in percent rather than

Measure slopes in percent rather than degrees degrees

  • Reduce the riverbank slope from which

Reduce the riverbank slope from which setbacks are measured from 60 degrees setbacks are measured from 60 degrees (170 percent) to 40 percent (170 percent) to 40 percent

  • Increase the distance from which

Increase the distance from which development can occur from the top of the development can occur from the top of the bank or bluff bank or bluff

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12 21.18.040 21.18.040 Recommended Language Recommended Language

“…Where e the b e banks wit s within in th this fi is fifty- fty-foot foot area area consist consist of

  • f a 40

a 40 perc percent ent or mor

  • r more slope

slope the ha habita bitat pro t protec ection area tion area s shall consis all consist of t of the the gre greate ter o r of 50 50 fe feet et f from the rive river o r or to to a a po point int 50 50 fe feet et back back from th the to top p of th the e slope.” slope.”

KPB 21.18.050 KPB 21.18.050 Floodplain Floodplain

Purpose of Proposed Code Change: Purpose of Proposed Code Change:

■ ■ Proposal: remove floodplain regulations from the Proposal: remove floodplain regulations from the anadromous stream chapter and place them within anadromous stream chapter and place them within chapter 21.06 chapter 21.06 – – Floodplain Management. Floodplain Management. ■ ■ To provide organization, clarity and ease of To provide organization, clarity and ease of administration. administration. ■ ■ Pertinent portions of the floodplain regulations will Pertinent portions of the floodplain regulations will be adopted into the anadromous streams chapter be adopted into the anadromous streams chapter in the appropriate sections. For example, the in the appropriate sections. For example, the prohibition of fuel storage tanks will be added into prohibition of fuel storage tanks will be added into a new section in the anadromous streams chapter a new section in the anadromous streams chapter titled titled “ “prohibited structures, activities & uses. prohibited structures, activities & uses.” ”

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21.18.050 Recommendation 21.18.050 Recommendation

  • Remove this section from the code

Remove this section from the code

  • Review Floodplain Code to determine if

Review Floodplain Code to determine if these elements are addressed these elements are addressed

  • Amend Floodplain Code as necessary

Amend Floodplain Code as necessary

  • Identify elements to be incorporated into

Identify elements to be incorporated into 21.18 21.18