Thursday, July 2, 2026

KDOT - Crown vetch

Crown vetch (scientific name Securigera varia, formerly Coronilla varia) is a low-growing perennial legume (pea family) native to parts of Europe, Asia, and Africa. It's commonly known as purple crown vetch due to its pinkish-white to lavender flower clusters that bloom from late spring through summer.
Key Characteristics
  • Growth habit: Trailing/creeping stems 2–6 feet long that form dense mats. It spreads aggressively via underground rhizomes (up to 10+ feet per year) and seeds. One plant can cover a large area over time.
  • Leaves: Pinnately compound with 11–25 leaflets.
  • Roots: Strong, multi-branched system good for holding soil.
  • Benefits: Nitrogen-fixing (improves poor soils), drought-tolerant once established, cold-hardy, and provides attractive ground cover with flowers.
Historical Use in Erosion Control
It was widely planted in the U.S. (starting in the 1950s, e.g., along highways like the Pennsylvania Turnpike) for erosion control, roadside stabilization, and revegetating disturbed sites like slopes, banks, and construction areas. It excels on low-fertility, well-drained soils (including sandy/gravelly or clay) with pH 5.0–7.0+ and prefers full sun but tolerates some shade.
Seeding tips (if considering use):
  • Inoculate seeds with legume-specific rhizobia.
  • Mix with a nurse crop like annual ryegrass (e.g., 1 lb crown vetch + 1 lb ryegrass per 1,000 sq ft).
  • Seed in spring (best) or late fall; scarify soil, apply lime/fertilizer per soil test, cover lightly (up to ½ inch), and mulch.
  • Rates: Often 15–20 lbs/acre in mixes. Slow to establish initially.
Important Caution for Kansas/Topeka Projects
While effective for erosion control (especially relevant to your Eveningside/37th & Gage work with grading, retaining walls, drainage, and erosion measures), crown vetch is considered invasive or a noxious weed in many states (including parts of the Midwest like Minnesota, Wisconsin, Missouri). It escapes plantings, forms monocultures that crowd out native plants, and is hard to eradicate due to rhizomes and long-lived seeds.
  • In Kansas: It's not universally banned, but check local regulations (e.g., Shawnee County, NRCS, or K-State Extension) for development sites, as it can spread into natural areas or prairies.
  • Control if unwanted: Repeated mowing (to starve roots), hand-pulling (remove all rhizomes early), or targeted herbicides like triclopyr. It's persistent.
Alternatives for erosion control in Kansas: Native grasses (e.g., little bluestem, switchgrass), other legumes, or mixes recommended by local extension/NRCS for better ecological compatibility and less maintenance long-term.
If this relates to a specific site (e.g., drainage/erosion at one of your properties), soil type, or project needs, share more details for tailored advice, seed sources, or comparisons! I can also help with related docs or research.

Fw: 3” rip rap spec sheet





From: Henry McClure <mcre13@gmail.com>
Sent: Thursday, July 2, 2026 7:09 PM
To: M Bradberry <mabradberry@topeka.org>; wible.pd@gmail.com <wible.pd@gmail.com>; dalton mccoy <dalton@mccoysindustries.com>; dbanks8487@yahoo.com <dbanks8487@yahoo.com>
Subject: Fw: 3” rip rap spec sheet

DALTON 

Please send the color we choose 

The crushed Limestone will match the wall 




3” Crushed Limestone Gravel Spec Sheet (Kansas)

Product: 3” Crushed Limestone (3” and Minus / #3 Limestone)

Source: Kansas quarried limestone (Topeka/manhattan area)

Description: Angular, durable crushed limestone, grayish color. Nominal 1–3” size with fines for compaction.

Typical Gradation (% Passing)

•  3”: 90–100%

•  2”: 60–85%

•  1.5”: 30–70%

•  1”: 10–40%

•  ¾” and smaller: 0–15%

•  #200 wash loss: <2–5%

Quality Properties (KDOT Limits)

•  Soundness (KTMR-21): ≥ 0.85–0.90

•  Wear (AASHTO T 96): ≤ 40–50%

•  Absorption (KT-6): ≤ 4.0%

•  Specific Gravity (dry): ≥ 2.20

•  Deleterious Material: Clay lumps/friable ≤5%, sticks ≤2%

•  Bulk Density: 1.4–1.7 tons/cu yd

Standards: Meets KDOT specs for crushed limestone (e.g., base, ditch lining).

Uses: Road base, erosion control, structural fill, drainage, heavy-duty driveways.

Coverage: 1 ton ≈ 0.83 cu yd. ~100 sq ft at 2” depth per 0.62 cu yd.


Dalton McCoy

McCoys Industries, CEO

31901 Thompson Rd, Alma, Kansas 66401
Uploaded Image Uploaded Image Uploaded Image

Fw: Subject: KORA Records Request – Denial of Building Permit for 37th & Gage Project (Ground Treatment / ROW Aggregate Issue)



From: Henry McClure <mcre13@gmail.com>
Sent: Thursday, July 2, 2026 6:49 PM
To: City Clerk <cclerk@topeka.org>
Subject: Subject: KORA Records Request – Denial of Building Permit for 37th & Gage Project (Ground Treatment / ROW Aggregate Issue)

City Clerk 
Joseph A. Harrington, PE Project Manager, City of Topeka Engineering jaharrington@topeka.org
Dear Mr. Harrington,
Pursuant to the Kansas Open Records Act (K.S.A. 45-215 et seq.), I am submitting this formal request for public records related to the denial of my building permit(s) for the project near 37th & Gage.
Please provide the following records:
  1. All documents, emails, memoranda, notes, or correspondence that reference or explain the denial of the building permit, particularly any issues related to proposed ground treatment, crushed gravel, aggregate, geotextile fabric, or right-of-way improvements.
  2. All communications (internal and external) from or to the Public Works Director, Engineering Division, or other City staff regarding the statement that “crushed gravel is not approved for the right of way.”
  3. Any City policies, standards, specifications, or guidelines that prohibit or restrict the use of gravel, crushed stone, or aggregate mulch as ground treatment in the public right-of-way.
  4. Any inspection reports, plan review comments, or denial notices issued for this specific project concerning ROW ground cover or drainage/erosion control.
  5. Records of any similar approvals or denials of comparable ground treatments (geotextile + aggregate) on other Topeka development projects in the past 36 months.
Please produce these records in electronic format where possible.
Please provide the records as soon as possible and no later than the timeframe required by KORA. If any portion of this request is denied, please provide a written explanation citing the specific legal exemption.
Thank you for your prompt attention to this matter. I can be reached at 785-383-9994 or mcre13@gmail.com if you need any clarification.
Sincerely,
Henry McClure MCRE, LLC 3625 SW 29th Street #100 Topeka, KS 66614 Phone: 785-383-9994 Email: mcre13@gmail.com
CC: Tyler Wible <wible.pd@gmail.com>

I was told the crushed gravel is not approved for the right of way. That came from the Public Works Director.

 

Joe Harrington, PE

Project Manager

City of Topeka Engineering

jaharrington@topeka.org

Office: 785-368-3041

Cell: 785-409-2129


mass grading by driggs

 





CYA




 From: Henry McClure <mcre13@gmail.com>

Sent: Thursday, July 2, 2026 12:19 PM
To: Sylvia Davis <sdavis@topeka.org>; City Clerk <cclerk@topeka.org>; dbanks8487@yahoo.com <dbanks8487@yahoo.com>
Subject: hydrant
We have the right tools 

Something went wrong today 

This is at 37th and Gage 

Maybe the rebuild was not so hot 

David Banks calls firehouse #10


We need this for dust management 

Henry McClure 
Time Kills Deals 
785.383.9994

444

Fw: KEIMS - Notice of Master General Permit on Public Notice - KSR123627 v1.0, McClure Gage Blvd Development



From: Chris A Seeds [KDHE] <Chris.Seeds@ks.gov>
Sent: Thursday, July 2, 2026 9:45 AM
To: Henry McClure <mcre13@gmail.com>
Subject: Automatic reply: KEIMS - Notice of Master General Permit on Public Notice - KSR123627 v1.0, McClure Gage Blvd Development
 

II will be out of the office until July 1.  I will not have access to email during all of my absence and will respond as soon as possible.   For immediate assistance please contact the appropriate person below.

Construction Stormwater, contact Larry Hook at 785.296.5549 / Larry.Hook@ks.gov   

Industrial Stormwater. contact Eric Staab at 785.296.4347 / Eric.Staab@ks.gov 

Ready Mix contact Shelley Schupp at 785.296.5553 / Shelley.L.Schupp@ks.gov.

Hydrostatic Test Permits, contact Andrew Bowman at 785.296.2683 / Andrew..Bowman@ks.gov  

Bypass reporting should be made to your local district office.  Significant Bypass issues should be sent Shelly Shores 785.296.2856 / Shelly.Shores@ks.gov.

 

KEIMS - Notice of Master General Permit on Public Notice - KSR123627 v1.0, McClure Gage Blvd Development



From: Chris A Seeds [KDHE] <Chris.Seeds@ks.gov>
Sent: Thursday, July 2, 2026 10:46 AM
To: Tyler Wible <wible.pd@gmail.com>; Henry McClure <mcre13@gmail.com>
Cc: Colton Marcotte <cmarcotte@driggsdesign.com>
Subject: RE: Fw: KEIMS - Notice of Master General Permit on Public Notice - KSR123627 v1.0, McClure Gage Blvd Development
 

You are correct, the notification only applied to industrial stormwater permits.  KSR123627 is active and current.  The annual permit fee will be due October 28, 2026.  KEIMS will send a notification when the invoice is generated and a back up paper invoice is also sent to the billing contact.

 

Christine Seeds

Bureau of Water

Kansas Department of Health & Environment

1000 SW Jackson St, Suite 420

Topeka, KS 66612

785.296.5517

 

 

 

From: Tyler Wible <wible.pd@gmail.com>
Sent: Thursday, July 2, 2026 9:48 AM
To: Henry McClure <mcre13@gmail.com>
Cc: Chris A Seeds [KDHE] <Chris.Seeds@ks.gov>; Colton Marcotte <cmarcotte@driggsdesign.com>
Subject: Re: Fw: KEIMS - Notice of Master General Permit on Public Notice - KSR123627 v1.0, McClure Gage Blvd Development

 

EXTERNAL: This email originated from outside of the organization. Do not click any links or open any attachments unless you trust the sender and know the content is safe.

We are construction stormwater activity, not industrial.

 

We should be fine

 

"Quality of a man's life is in direct proportion to his commitment to excellence regardless of his field of endeavor." - Vince Lombardi

 

Wible Property Development LLC

Tyler Wible - Owner
520 SE 5th St. Topeka, KS 66607
(785) 430-0697

Image removed by sender.

 

On Thu, Jul 2, 2026, 09:45 Henry McClure <mcre13@gmail.com> wrote:

We still are working

 

 

Everything cool 

 

Henry McClure 

Time Kills Deals 

785.383.9994

 

444


From: KEIMS Admin <kdhe.keims_noreply@ks.gov>
Sent: Wednesday, July 1, 2026 10:36 PM
To: mcre13@gmail.com <mcre13@gmail.com>
Subject: KEIMS - Notice of Master General Permit on Public Notice - KSR123627 v1.0, McClure Gage Blvd Development

 

McClure Gage Blvd Development

 

 

Permittee,

 

Notification sent to inform you of a new Master General Permit on Public Notice applies to coverage under the master permit for Stormwater Runoff from INDUSTRIAL ACTIVITY not CONSTRUCTION ACTIVITY.  If your current permit expires on July 31, 2027, the notice does not apply to you.  If you have a construction stormwater permit, please disregard the previous notification.

 

Chris Seeds

Chris.Seeds@ks.gov

Sunday, June 28, 2026

Retaining wall

 


Retaining Wall Drainage Systems – Analysis for 37th & Gage Project

Why Drainage Is Critical

The number one cause of retaining wall failure is hydrostatic pressure — water that builds up behind the wall exerts tremendous lateral force. This can cause the wall to lean, bulge, crack, or catastrophically fail over time.

In the Topeka area (clay-heavy soils + freeze-thaw cycles), poor drainage is especially dangerous because:

  • Clay holds water and expands when wet.
  • Winter freezing can heave the wall or increase pressure.
  • Heavy Kansas rains can quickly saturate backfill.

A well-designed drainage system relieves this pressure by giving water a fast path to escape.

Typical Retaining Wall Drainage Cross-Section (gravel backfill + filter fabric + perforated pipe)

Essential Components of a Good Drainage System



ComponentPurposeBest PracticeRed Flags / Omissions
Perforated Drain PipeCollects and carries water away from the base of the wall4" or 6" rigid perforated PVC, sloped to outlet, with cleanouts on long runsNo pipe mentioned, or only weep holes on very short walls
Free-Draining Gravel / AggregateCreates a permeable zone so water reaches the pipe quicklyMinimum 12" thick column directly behind the wall; clean, angular crushed stone (no fines)Using native soil or dirty fill directly behind the wall
Geotextile Filter FabricPrevents soil fines from clogging the gravel and pipeNon-woven fabric wrapped around gravel or pipeNo fabric or cheap woven fabric that clogs easily
Geogrid ReinforcementStructural stability (especially for taller or loaded walls)Placed at specified elevations/layersMissing on walls > 3–4 ft or with surcharge
Outlet / DaylightingGets water safely away from the wallPipe ends at storm system, daylight on slope, or proper discharge pointPipe ends in a hole or has no outlet
Surface GradingKeeps surface water from running down behind the wallSwales or grading that slopes water away from the top of wallFlat or negative grade at the top
Weep Holes (backup)Secondary drainage through the face of the wallUseful on segmental walls; should still have fabric protectionRelying only on weep holes with no pipe/gravel system



Friday, June 19, 2026

Key Concepts for 37th & Gage ROW

 Contact Topeka Public Works/Engineering (or Property Maintenance at 785-368-3161)

Yes, I can help access and summarize the relevant rules. The primary source is the Topeka Municipal Code (TMC), available at topeka.municipal.codes, along with city guidance on public right-of-way (ROW).

Key Concepts for 37th & Gage ROW

  • Public Right-of-Way (ROW): This is city-controlled land (an easement) typically extending from the street centerline outward, often ~15 feet or so beyond the back of the curb on residential/local streets (exact width varies by street type, plat, or dedication—e.g., ~60 ft total ROW for many residential streets). It includes the roadway, curb, sidewalk (if present), and the "parkway" or "street parking" area between the back of the curb and your property line.
  • The ground in the ROW is still your property, but the city has rights for public use, utilities, infrastructure, maintenance, and safety. You must keep it clear for access and cannot obstruct it permanently.
  • Your responsibilities: As the abutting owner, you generally handle surface maintenance (mowing, weeds, debris, landscaping) in the parkway/ROW area in front of your property. The city handles core infrastructure like the curb and (often) sidewalks.

Relevant TMC Sections

  • TMC Title 12 (Streets, Sidewalks, and Public Property): Covers obstructions, ROW excavation/permits, sidewalks, etc.
    • 12.35 Sidewalk Construction and Maintenance: Abutting owners must repair sidewalks. Private walks/structures in street parkings (the area between curb and sidewalk/lot line) must not interfere with utilities, curbs, etc., and require City Engineer approval/supervision.
    • 12.35.080 (Cleaning): You cannot let dirt, debris, or erosion make the sidewalk (or implied adjacent areas) unusable.
    • 12.30 Right-of-Way Excavation/Permits: Any work disturbing the ROW (digging, installing hardscape, etc.) typically requires a Public Works permit. Property owners have a simplified process vs. utilities, but restoration to city standards is required.
    • 12.10 Obstructions and Encroachments: Prohibits unlawful obstructions in public areas.
  • Property Maintenance (Title 8/IPMC): Property owners must control weeds/grass (>12 inches) in abutting ROW, easements, etc. Violations lead to notices, abatement by the city (with costs billed to you), and possible penalties.
  • Zoning/Development Code (Title 18): May apply to landscaping standards or setbacks, but ROW treatments are more under Public Works/street rules.

City Facebook/Public Works posts emphasize that landscape areas in the ROW are your maintenance responsibility, and any improvements (e.g., sprinklers, fences, beds extending into ROW) risk removal or non-replacement during city work.

Zero (or Low) Maintenance Options

You can treat the parkway area (back of curb to your property line) with low/zero-maintenance materials, but you'll likely need a Public Works permit for anything beyond basic landscaping (to ensure no interference with utilities, drainage, sight lines, or future city work). Permanent hardscape or heavy materials could be restricted.

Common feasible options (confirm with city for your exact location):

  • Rock/gravel mulch or xeriscaping: Low maintenance; good drainage. Must not create hazards, block drainage, or require frequent intervention. Often allowed if permeable and stable.
  • Native/low-water ground cover or hardscape like pavers/permeable surfaces: Subject to approval; must meet engineering standards (e.g., no trip hazards, proper grading).
  • Avoid: Anything that obstructs (e.g., high walls, non-permeable paving that causes runoff issues), or unpermitted structures. Grass is standard but requires mowing/weed control.

Next steps I recommend:

  1. Contact Topeka Public Works/Engineering (or Property Maintenance at 785-368-3161) for your specific parcel at 37th & Gage—request ROW width, as-built plans, and permit requirements for improvements. They can provide site-specific guidance or a pre-application review.
  2. Apply for any needed ROW permit before work.
  3. Check drainage/erosion rules (common issue in developments like yours) and utility locates (Kansas One Call).
  4. For documents or renderings, they may reference standard details.

If you share more details (e.g., exact address, photos of the area, or what surface you're considering), I can refine this or help draft a query to the city. Always verify directly with them, as enforcement is case-by-case. Let me know how else I can assist!