I will swppp lid slope analysis site grading utility plan design
Civil and structural engineering
About this Gig
Need a SWPPP, slope analysis, or grading/utility plan that survives agency review without rework? I design integrated SWPPP, LID slope analysis, site grading, and utility plans meeting local NPDES/MS4 standards for construction permits.
What you get:
- SWPPP document with erosion/sediment control BMP details
- Slope stability analysis for cut/fill and steep slope areas
- Site grading plan (earthwork, contours, drainage flow)
- Utility plan design (water, sewer, storm drain coordination)
- Plan sheets formatted for county/city/state submittal (PDF + CAD)
- Design narrative explaining compliance basis
Why buyers choose me:
- Civil engineering background across grading, utilities, stormwater
- Familiar with regional LID manuals and NPDES permit requirements
- Coordinated, clash free plan sheets not siloed drawings
- Responsive communication through the review/resubmittal cycle
Fits developers, contractors, architects, and firms needing one coordinated submittal package instead of multiple sellers.
Contact me before ordering with your site address/parcel size, jurisdiction, existing survey, and any known slope/utility constraints helps me scope the right package accurately.
Project scale:
Building
Building type:
Residential
•
Commercial
•
Industrial
Material speciality:
Concrete
•
Steel
Delivery style preference
Please inform the freelancer of any preferences or concerns regarding the use of AI tools in the completion and/or delivery of your order.
FAQ
Can you coordinate grading and utility plans so they don't conflict?
Yes Premium includes clash coordination between grading and utility drawings so elevations, pipe conflicts, and drainage flow are checked against each other before submittal, not after rejection.
How do you handle steep-slope or slope stability concerns?
Standard and Premium include a slope stability analysis with supporting calculations; if your site needs full geotechnical investigation, I'll flag that separately since it typically requires a licensed geotechnical engineer.
