Rev. 12/15/20 Page 1 of 9 By: Blair Edwards

State of Oregon Department of Environmental Quality

Erosion and Sediment Control Plan Parts I through III

The information that is required in the Part I, and Part II ESCP Narrative Forms must be included on the required ESCP Drawings. The Narrative Part III Section 1 form is a checklist for use in making sure that all of the required information is provided in the submittal documents and as such does not need to be submitted to DEQ.

Narrative Part III Section 2 must be included on the ESCP Drawings. The set of Example Construction Plan Drawings (examples to be used as an alternative to the Narrative Forms) are provided at: https://www.oregon.gov/deq/wq/Documents/wqp1200cESCPtemp.pdf

PART 1: ESCP NARRATIVE FORM 1. Permit Registration InformationDate: Project Name: ESCP Prepared By: Company Name: Email Address:

Please answer the following questions as indicated. If needed, additional space is provided for you at the end of this form. You may also attach any information you feel is pertinent to the project.

2. Oregon Professional Certification Information

Is your Erosion and Sediment Control Plan (ESCP) for an activity that covers 20 acres or more of disturbed land (Section 4.1)? Yes No

Does your Erosion and Sediment Control Plan require engineered facilities such as settling basins and/or diversion structures (Sections 2.2.17 and 2.2.18)? Yes No

If you answered "Yes" to question #1, the ESCP must be prepared and stamped by an Oregon Registered Profession Engineer, Oregon Registered Landscape Architect, Oregon Certified Engineering Geologist, or Certified Professional in Erosion and Sediment Control (Soil and Water Conservation Society). If you answered "Yes" to question #2, the ESCP must be prepared and stamped by an Oregon Registered Professional Engineer. Please provide the following information and use the space provided to imprint your seal.

Name:

Imprint seal above

Address:

Telephone:

https://www.oregon.gov/deq/wq/Documents/wqp1200cESCPtemp.pdf

Rev. 12/15/20 Page 2 of 9 By: Blair Edwards

3. Inspector Qualification Information

Provide the following information on the Visual Monitoring Inspector. This is a person that works for the applicant and not a government employee. Upon designating an inspector(s), submit to DEQ or Agent their name(s), and contact information. All designated Visual Monitoring Inspectors must be qualified through certification in erosion and sediment control. (NPDES 1200-C Permit Section 6.1).

The inspector is a person with training and experience in erosion prevention and sediment controls and best management practices. A copy of the certification must be provided to DEQ or Agent in the form below:

DEQ Approved Certification (Section 6.1.1-5):

a. Certified Professional in Erosion and Sediment Control (CPESC)

b. Certified Professional in Storm Water Quality (CPSWQ),

c. Certified Inspector of Sediment and Erosion Control (CISEC),

d. Washington Department of Ecology's Certified Erosion andSediment Control Lead (CESCL) Certification

e. Rogue Valley Sewer Services Erosion and Sediment ControlCertification

Certified Visual Monitoring Inspector Name: Telephone:

Address: Email:

Certificate Program and number:

Expiration Date:

4. Environmental Management PlanWill contaminated soils, contaminated groundwater, or hazardous materials be or have the potential to be encountered during construction activities?

Yes NoIs an active treatment system (e.g. electro-coagulation, flocculants, filtration, polymers, hydrochloric or sulfuric acid) for sediment, pH neutralization, or other pollutant removal planned or to be implemented at the project site?

Yes No

Rev. 12/15/20 Page 3 of 9 By: Blair Edwards

5. Narrative Site Descriptiona. Describe the nature of the construction activity and the final use of the site, that is, what will the site

be used for at the completion of the construction. (Section 4.4.e):

b. Describe the origin and nature of fill material to be used and soils prior to disturbance. (Section 4.4.e.ix):

6. Natural Buffer Zone Requirements for TMDL and 303(d) Listed Waterbodies (Section 2.2.4.c) (Skip if notapplicable).

If there is a potential for the direct discharge of stormwater to a portion of a waterbody that is listed for turbidity or sedimentation or that has an established Total Maximum Daily Load (TMDL) for sedimentation or turbidity from the construction site, then the buffer width listed below must be implemented. When the discharge enters an impaired watershed unit, the listing will only be applied if there is a hydrologic connection between the receiving water and assessment water body causing the impairment. The registrant must maintain established vegetated buffers that are sized at 50 feet (horizontally) plus an additional 25 feet (horizontally) per five degrees of slope, or propose control measures of equal effectiveness to DEQ or Agent for approval, and provide the rationale for choosing the selected BMPs.

The 303(d) list can be found at: https://www.oregon.gov/deq/wq/Pages/epaApprovedIR.aspx. Search under Category 5 (303(d)) and Category 4a (TMDL approved). The registrant will implement the following BMP(s) to control and treat sediment and turbidity:

i. Established vegetated buffers sized at 50 feet perpendicular to the slope plus an additional 25 feetperpendicular to the slope per 5 degrees of slope full width of the disturbed slope

ii. Other substantially equivalent sediment or turbidity BMP only if approved by DEQ or Agent.

BMP Rationale

7. Natural Buffer Zone (See Section 2.2.4 and Appendix B)

a. If a waters of the state is within the project site or within 50 feet of the project boundary, and a natural bufferexists within 50 feet of the water of the state, the ESCP must delineate and protect this area with orangefencing or flagging (or equivalent means-Section 2.2.1.b) and maintain existing buffer until completion ofproject. All discharge must be filtered prior to entering the natural buffer to avoid sediment build up. If scouris an issue, an energy dissipater may need to be installed.

Natural Buffer means, for the purposes of this permit, an area of undisturbed natural cover surroundingsurface waters within which construction activities are restricted. Natural cover includes the natural vegetation,exposed rock, and barren ground that existed prior to commencement of earth-disturbing activities.

https://www.oregon.gov/deq/wq/Pages/epaApprovedIR.aspx

Rev. 12/15/20 Page 4 of 9 By: Blair Edwards

b. If project will reduce natural buffer zone under 50 feet of waters of the state, the ESCP must include oneor more of the following BMPs to control and treat sediment and turbidity per the requirements ofAppendix B. List the BMP(s) to be implemented in the Natural Buffer Zone below:

BMP Rationale

c. The Natural Buffer Zone requirements do not apply if (See Appendix B.1.2):i. No natural buffer exists due to preexisting development disturbances that occurred prior to the initiation

of planning for the current project; orii. There is no discharge of stormwater to the water of the state through the area between the disturbed

portions of the site and the surface water located within the project site or within 50 feet of the site; oriii. Construction is for a water-dependent structure or water access areas (for example, pier, boat ramp, or

trail).

7. Are engineered soils to be used on site? (See Section 2.2.18)

Yes No

Rev. 12/15/20 Page 5 of 9 By: Blair Edwards

PART II: BMPS WITH ESCP IMPLEMENTATION SCHEDULE FORM The following controls and practices (BMPs), if appropriate for the site, are required in the ESCP. Submission of all ESCP revisions to DEQ are not required. ESCP revisions must be submitted in 10 days for specific conditions. See 1200-C permit (Section 4.8).

Year: BMPs Month #:

Biobags Bioswales Check Dams Compost Berm Compost Blankets Compost Socks Concrete Truck Washout Construction Entrance Dewatering (treatment location, schematic, and sampling plan required) Drainage Swales Earth Dikes (Stabilized) Energy Dissipaters Erosion Control Blankets & Mats (Specify type) Hydroseeding Inlet Protection Mulches (Specify Type) Mycorrhizae/ Biofertilizers Natural Buffer Zone Orange fencing (protecting sensitive/preserved areas) Outlet Protection Permanent Seeding and Planting Pipe Slope Drains Plastic Sheeting Preserve Existing Vegetation Sediment Fencing Sediment Barrier Sediment Trap Sodding Soil Tackifiers Storm Drain Inlet Protection Straw Wattles (or other materials) Temporary Diversion Dikes Temporary or Permanent Sedimentation Basins Temporary Seeding and Planting Treatment System (O & M plan required) Unpaved roads graveled or other BMP on the road Vegetative Buffer Strips

Rev. 12/15/20 Page 6 of 9 By: Blair Edwards

PART III: CHECKLIST OF REQUIRED ELEMENTS OF ESCP DRAWINGS

Section 1. Information Required on ESCP Drawings The following items must be depicted on ESCP drawings, as applicable: Yes No N/A* a. Total property boundary including surface area of the development; (Section 4.4.f.ii)b. Areas of soil disturbance (including, but not limited to, showing cut and fill areas and pre-and

post- development elevation contours); (Section 4.4.f.iv)c. Drainage patterns before and after finish grading; (Section 4.4.f.iii)d. Discharge points; (Section 4.4.f.xxvii)e. Areas used for the storage of soils or wastes; (Section 4.4.f.xxiii)f. Areas where vegetative practices are to be implemented; (Section 4.4.f.xx)g. All erosion and sediment control measures or structures; (Section 4.4.f.xxii)h. Identify the type of seed mix (percentages of the various seeds of annuals, perennials and

clover) and other plantings. (Section 4.4.f.xxx)i. Critical riparian areas, sensitive preserved vegetative areas, including trees and their

root zones. (Section 4.4.f.vi)j. Runoff controls to minimize erosion and scour. BMPs such as, diversion, slope drains,

diversion dikes, check dams and drainage swales. (Section 4.4.f.xxii)

k. Stabilized site entrances and access roads including, but not limited to constructionentrances, roadways and equipment parking areas (for example, using geotextile fabricunderlay). (Section 4.4.f.xxix)

l. Perimeter sediment control, including storm drain inlet protection as well as all sedimentbasins, traps, and barriers. (Section 4.4.f.xxiv)

m. Stockpile management, including dust control and location. (Section 4.4.f.iv.4)

n. Concrete truck and other concrete equipment washout areas. (Section 4.4.f.x)o. Impervious structures after construction is completed (including buildings, roads, parking lots

and outdoor storage areas); (Section 4.4.f.iv.7)

p. Springs, wetlands and other surface waters on site or adjacent to the site; (Section 4.4.f.v)

q. Temporary and permanent stormwater conveyance systems; (Section 4.4.f.ix)r. Onsite water disposal locations (for example, for dewatering); (Section 4.4.f.xiii)

s. Storm drain catch basins depicting inlet protection, and a description of the type of catchbasins used (for example, field inlet, curb inlet, grated drain and combination); (Section4.4.f.xiv)

t. Septic drain fields; (Section 4.4.f.xv)u. Existing or proposed drywells or other UICs; (Section 4.4.f.xvi)v. Drinking water wells on site or adjacent to the site (Section 4.4.f.xvii)w. Planters; (Section 4.4.f.xviii)x. Sediment and erosion controls including installation techniques; (Section 4.4.f.xxii)y. Natural buffer zones and any associated BMPs for all areas within 50 feet of a waters

of the state (Section 4.4.f.vii)z. Detention ponds, storm drain piping, inflow and outflow details (Section 4.4.f.xix)

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Section 2. Required Inspection Table and ESCP Drawing Standard Notes When omitting ESCP Narratives, include one electronic version and one complete drawing set, containing a cover sheet with project location, required standard notes and inspection table, all numbered sheets to scale with match lines, and any corresponding ESCP detail.

Site Condition Minimum Frequency 1. Active period On initial date that land disturbance activities commence.

Within 24 hours of any storm event, including runoff from snow melt, that results in discharge from the site.

At least once every 14 days, regardless of whether stormwater runoff is occurring.

2. Inactive periods greater than fourteen(14) consecutive calendar days

The Inspector may reduce the frequency of inspections in any area of the site where the stabilization steps in Section 2.2.20 have been completed to twice per month for the first month, no less than 14 calendar days apart, then once per month.

3. Periods during which the site isinaccessible due to inclementweather

If safe, accessible and practical, inspections must occur daily at a relevant discharge point or downstream location of the receiving waterbody.

4. Periods during which constructionactivities are suspended and runoff isunlikely due to frozen conditions.

Visual monitoring inspections may be temporarily suspended. Immediately resume monitoring upon thawing, or when weather conditions make discharges likely.

5. Periods during which constructionactivities are conducted and runoff isunlikely during frozen conditions.

Visual monitoring inspections may be reduced to once a month. Immediately resume monitoring upon thawing, or when weather conditions make discharges likely.

1. Once known, include a list of all contractors that will engage in construction activities on site, and the areas of thesite where the contractor(s) will engage in construction activities. Revise the list as appropriate until permitcoverage is terminated (Section 4.4.c.i). In addition, include a list of all personnel (by name and position) that areresponsible for the design, installation and maintenance of stormwater control measures (e.g. ESCP developer,BMP installer (see Section 4.10), as well as their individual responsibilities. (Section 4.4.c.ii)

2. Visual monitoring inspection reports must be made in accordance with DEQ 1200-C permit requirements. (Section6.5)

3. Inspection logs must be kept in accordance with DEQ’s 1200-C permit requirements. (Section 6.5.q)

4. Retain a copy of the ESCP and all revisions on site and make it available on request to DEQ, Agent, or the localmunicipality. (Section 4.7)

5. The permit registrant must implement the ESCP. Failure to implement any of the control measures or practicesdescribed in the ESCP is a violation of the permit. (Sections 4 and 4.11)

6. The ESCP must be accurate and reflect site conditions. (Section 4.8)

7. Submission of all ESCP revisions is not required. Submittal of the ESCP revisions is only under specific conditions.Submit all necessary revision to DEQ or Agent within 10 days. (Section 4.9)

8. Sequence clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming asource of erosion. (Section 2.2.2)

9. Create smooth surfaces between soil surface and erosion and sediment controls to prevent stormwater frombypassing controls and ponding. (section 2.2.3)

10. Identify, mark, and protect (by construction fencing or other means) critical riparian areas and vegetation includingimportant trees and associated rooting zones, and vegetation areas to be preserved. Identify vegetative bufferzones between the site and sensitive areas (e.g., wetlands), and other areas to be preserved, especially inperimeter areas. (Section 2.2.1)

11. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas when practicablebefore and after grading or construction. Identify the type of vegetative seed mix used. (Section 2.2.5)

12. Maintain and delineate any existing natural buffer within the 50-feet of waters of the state. (Section 2.2.4)

13. Install perimeter sediment control, including storm drain inlet protection as well as all sediment basins, traps, and

Rev. 12/15/20 Page 8 of 9 By: Blair Edwards

barriers prior to land disturbance. (Sections 2.1.3)

14. Control both peak flow rates and total stormwater volume, to minimize erosion at outlets and downstreamchannels and streambanks. (Sections 2.1.1. and 2.2.16)

15. Control sediment as needed along the site perimeter and at all operational internal storm drain inlets at alltimes during construction, both internally and at the site boundary. (Sections 2.2.6 and 2.2.13)

16. Establish concrete truck and other concrete equipment washout areas before beginning concrete work. (Section2.2.14)

17. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as gradingprogresses. Temporary or permanent stabilizations measures are not required for areas that are intended to be leftunvegetated, such as dirt access roads or utility pole pads.(Sections 2.2.20 and 2.2.21)

18. Establish material and waste storage areas, and other non-stormwater controls. (Section 2.3.7)

19. Keep waste container lids closed when not in use and close lids at the end of the business day for those containersthat are actively used throughout the day. For waste containers that do not have lids, provide either (1) cover (e.g.,a tarp, plastic sheeting, temporary roof) to prevent exposure of wastes to precipitation, or (2) a similarly effectivemeans designed to prevent the discharge of pollutants (e.g., secondary containment). (Section 2.3.7)

20. Prevent tracking of sediment onto public or private roads using BMPs such as: construction entrance, graveled (orpaved) exits and parking areas, gravel all unpaved roads located onsite, or use an exit tire wash. These BMPs must bein place prior to land- disturbing activities. (Section 2.2.7)

21. When trucking saturated soils from the site, either use water-tight trucks or drain loads on site. (Section 2.2.7.f)

22. Control prohibited discharges from leaving the construction site, i.e., concrete wash-out, wastewater fromcleanout of stucco, paint and curing compounds. (Sections 1.5 and 2.3.9)

23. Ensure that steep slope areas where construction activities are not occurring are not disturbed. (Section 2.2.10)

24. Prevent soil compaction in areas where post-construction infiltration facilities are to be installed. (Section 2.2.12)

25. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment fueling,maintenance, and storage; other cleaning and maintenance activities; and waste handling activities. Thesepollutants include fuel, hydraulic fluid, and other oils from vehicles and machinery, as well as debris, fertilizer,pesticides and herbicides, paints, solvents, curing compounds and adhesives from construction operations.(Sections 2.2.15 and 2.3)

26. Provide plans for sedimentation basins that have been designed per Section 2.2.17 and stamped by an OregonProfessional Engineer. (See Section 2.2.17.a)

27. If engineered soils are used on site, a sedimentation basin/impoundment must be installed. (See Sections2.2.17 and 2.2.18)

28. Provide a dewatering plan for accumulated water from precipitation and uncontaminated groundwater seepagedue to shallow excavation activities. (See Section 2.4)

29. Implement the following BMPs when applicable: written spill prevention and response procedures, employeetraining on spill prevention and proper disposal procedures, spill kits in all vehicles, regular maintenance schedulefor vehicles and machinery, material delivery and storage controls, training and signage, and covered storageareas for waste and supplies. (Section 2.3)

30. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown soil. (Section 2.2.9)

31. The application rate of fertilizers used to reestablish vegetation must follow manufacturer’s recommendationsto minimize nutrient releases to surface waters. Exercise caution when using time-release fertilizers within anywaterway riparian zone. (Section 2.3.5)

32. If an active treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for sediment or otherpollutant removal is employed, submit an operation and maintenance plan (including system schematic, locationof system, location of inlet, location of discharge, discharge dispersion device design, and a sampling plan andfrequency) before operating the treatment system. Obtain Environmental Management Plan approval fromDEQ before operating the treatment system. Operate and maintain the treatment system according tomanufacturer’s specifications. (Section 1.2.9)

33. Temporarily stabilize soils at the end of the shift before holidays and weekends, if needed. The registrant isresponsible for ensuring that soils are stable during rain events at all times of the year. (Section 2.2)

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34. As needed based on weather conditions, at the end of each workday soil stockpiles must be stabilized or covered, orother BMPs must be implemented to prevent discharges to surface waters or conveyance systems leading tosurface waters. (Section 2.2.8)

35. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence height and beforefence removal. (Section 2.1.5.b)

36. Other sediment barriers (such as biobags): remove sediment before it reaches two inches depth above groundheight and before BMP removal. (Section 2.1.5.c)

37. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and sedimenttraps: remove trapped sediments before design capacity has been reduced by fifty percent and at completion ofproject. (Section 2.1.5.d)

38. Within 24 hours, significant sediment that has left the construction site, must be remediated. Investigate the causeof the sediment release and implement steps to prevent a recurrence of the discharge within the same 24 hours.Any in-stream clean-up of sediment shall be performed according to the Oregon Department of State Landsrequired timeframe. (Section 2.2.19.a)

39. The intentional washing of sediment into storm sewers or drainage ways must not occur. Vacuuming or drysweeping and material pickup must be used to cleanup released sediments. (Section 2.2.19)

40. Document any portion(s) of the site where land disturbing activities have permanently ceased or will betemporarily inactive for 14 or more calendar days. (Section 6.5.f.)

41. Provide temporary stabilization for that portion of the site where construction activities cease for 14 days ormore with a covering of blown straw and a tackifier, loose straw, or an adequate covering of compost mulchuntil work resumes on that portion of the site. (Section 2.2.20)

42. Do not remove temporary sediment control practices until permanent vegetation or other cover of exposed areas isestablished. Once construction is complete and the site is stabilized, all temporary erosion controls and retainedsoils must be removed and disposed of properly, unless needed for long term use following termination of permitcoverage. (Section 2.2.21)

3. Inspector Qualification Information5. Narrative Site DescriptionSection 2. Required Inspection Table and ESCP Drawing Standard Notes

Date: Project Name: ESCP Prepared By: CompanyName: Email Address: 41: Offstructures Sections 2217 and 2218: OffName: Address: Telephone: Name_2: Telephone_2: Address_2: Email: Certificate Program and number: Expiration Date: 4 Environmental Management Plan Will contaminated soils contaminated groundwater or hazardous materials be or have the potential to be encountered during construction activities Yes No Is an active treatment system eg electrocoagulation flocculants filtration polymers hydrochloric or sulfuric acid for sediment pH neutralization or other pollutant removal planned or to be implemented at the project site Yes No: during construction activities: OffNo_3: Offsediment pH neutralization or other pollutant removal planned or to be implemented at the project site: Offundefined: Off5 Narrative Site Description a Describe the nature of the construction activity and the final use of the site that is what will the site be used for at the completion of the construction Section 44e b Describe the origin and nature of fill material to be used and soils prior to disturbance Section 44eix: 6 Water Quality Requirements for TMDL and 303d Listed Waterbodies Section 224c Skip if not applicable If there is a potential for the direct discharge of stormwater or discharge through a conveyance system to a portion of a waterbody that is listed for turbidity or sedimentation or that has an established Total Maximum Daily Load TMDL for sedimentation or turbidity from the construction site then the buffer width listed below must be implemented When the discharge enters an impaired watershed unit the listing will only be applied if there is a hydrologic connection between the receiving water and assessment water body causing the impairment The registrant must maintain established vegetated buffers that are sized at 50 feet horizontally plus an additional 25 feet horizontally per five degrees of slope or propose control measures of equal effectiveness to DEQ or Agent for approval and provide the rationale for choosing the selected BMPs The 303d list can be found at httpswwworegongovdeqwqPagesepaApprovedIRaspx Search under Category 5 303d and Category 4a TMDL approved The registrant will implement the following BMPs to control and treat sediment and turbidity i Established vegetated buffers sized at 50 feet perpendicular to the slope plus an additional 25 feet perpendicular to the slope per 5 degrees of slope full width of the disturbed slope ii Other substantially equivalent sediment or turbidity BMP only if approved by DEQ or Agent BMP RationaleRow1: 6 Water Quality Requirements for TMDL and 303d Listed Waterbodies Section 224c Skip if not applicable If there is a potential for the direct discharge of stormwater or discharge through a conveyance system to a portion of a waterbody that is listed for turbidity or sedimentation or that has an established Total Maximum Daily Load TMDL for sedimentation or turbidity from the construction site then the buffer width listed below must be implemented When the discharge enters an impaired watershed unit the listing will only be applied if there is a hydrologic connection between the receiving water and assessment water body causing the impairment The registrant must maintain established vegetated buffers that are sized at 50 feet horizontally plus an additional 25 feet horizontally per five degrees of slope or propose control measures of equal effectiveness to DEQ or Agent for approval and provide the rationale for choosing the selected BMPs The 303d list can be found at httpswwworegongovdeqwqPagesepaApprovedIRaspx Search under Category 5 303d and Category 4a TMDL approved The registrant will implement the following BMPs to control and treat sediment and turbidity i Established vegetated buffers sized at 50 feet perpendicular to the slope plus an additional 25 feet perpendicular to the slope per 5 degrees of slope full width of the disturbed slope ii Other substantially equivalent sediment or turbidity BMP only if approved by DEQ or Agent BMP RationaleRow1_2: 6 Water Quality Requirements for TMDL and 303d Listed Waterbodies Section 224c Skip if not applicable If there is a potential for the direct discharge of stormwater or discharge through a conveyance system to a portion of a waterbody that is listed for turbidity or sedimentation or that has an established Total Maximum Daily Load TMDL for sedimentation or turbidity from the construction site then the buffer width listed below must be implemented When the discharge enters an impaired watershed unit the listing will only be applied if there is a hydrologic connection between the receiving water and assessment water body causing the impairment The registrant must maintain established vegetated buffers that are sized at 50 feet horizontally plus an additional 25 feet horizontally per five degrees of slope or propose control measures of equal effectiveness to DEQ or Agent for approval and provide the rationale for choosing the selected BMPs The 303d list can be found at httpswwworegongovdeqwqPagesepaApprovedIRaspx Search under Category 5 303d and Category 4a TMDL approved The registrant will implement the following BMPs to control and treat sediment and turbidity i Established vegetated buffers sized at 50 feet perpendicular to the slope plus an additional 25 feet perpendicular to the slope per 5 degrees of slope full width of the disturbed slope ii Other substantially equivalent sediment or turbidity BMP only if approved by DEQ or Agent BMP RationaleRow2: 6 Water Quality Requirements for TMDL and 303d Listed Waterbodies Section 224c Skip if not applicable If there is a potential for the direct discharge of stormwater or discharge through a conveyance system to a portion of a waterbody that is listed for turbidity or sedimentation or that has an established Total Maximum Daily Load TMDL for sedimentation or turbidity from the construction site then the buffer width listed below must be implemented When the discharge enters an impaired watershed unit the listing will only be applied if there is a hydrologic connection between the receiving water and assessment water body causing the impairment The registrant must maintain established vegetated buffers that are sized at 50 feet horizontally plus an additional 25 feet horizontally per five degrees of slope or propose control measures of equal effectiveness to DEQ or Agent for approval and provide the rationale for choosing the selected BMPs The 303d list can be found at httpswwworegongovdeqwqPagesepaApprovedIRaspx Search under Category 5 303d and Category 4a TMDL approved The registrant will implement the following BMPs to control and treat sediment and turbidity i Established vegetated buffers sized at 50 feet perpendicular to the slope plus an additional 25 feet perpendicular to the slope per 5 degrees of slope full width of the disturbed slope ii Other substantially equivalent sediment or turbidity BMP only if approved by DEQ or Agent BMP RationaleRow2_2: 6 Water Quality Requirements for TMDL and 303d Listed Waterbodies Section 224c Skip if not applicable If there is a potential for the direct discharge of stormwater or discharge through a conveyance system to a portion of a waterbody that is listed for turbidity or sedimentation or that has an established Total Maximum Daily Load TMDL for sedimentation or turbidity from the construction site then the buffer width listed below must be implemented When the discharge enters an impaired watershed unit the listing will only be applied if there is a hydrologic connection between the receiving water and assessment water body causing the impairment The registrant must maintain established vegetated buffers that are sized at 50 feet horizontally plus an additional 25 feet horizontally per five degrees of slope or propose control measures of equal effectiveness to DEQ or Agent for approval and provide the rationale for choosing the selected BMPs The 303d list can be found at httpswwworegongovdeqwqPagesepaApprovedIRaspx Search under Category 5 303d and Category 4a TMDL approved The registrant will implement the following BMPs to control and treat sediment and turbidity i Established vegetated buffers sized at 50 feet perpendicular to the slope plus an additional 25 feet perpendicular to the slope per 5 degrees of slope full width of the disturbed slope ii Other substantially equivalent sediment or turbidity BMP only if approved by DEQ or Agent BMP RationaleRow3: 6 Water Quality Requirements for TMDL and 303d Listed Waterbodies Section 224c Skip if not applicable If there is a potential for the direct discharge of stormwater or discharge through a conveyance system to a portion of a waterbody that is listed for turbidity or sedimentation or that has an established Total Maximum Daily Load TMDL for sedimentation or turbidity from the construction site then the buffer width listed below must be implemented When the discharge enters an impaired watershed unit the listing will only be applied if there is a hydrologic connection between the receiving water and assessment water body causing the impairment The registrant must maintain established vegetated buffers that are sized at 50 feet horizontally plus an additional 25 feet horizontally per five degrees of slope or propose control measures of equal effectiveness to DEQ or Agent for approval and provide the rationale for choosing the selected BMPs The 303d list can be found at httpswwworegongovdeqwqPagesepaApprovedIRaspx Search under Category 5 303d and Category 4a TMDL approved The registrant will implement the following BMPs to control and treat sediment and turbidity i Established vegetated buffers sized at 50 feet perpendicular to the slope plus an additional 25 feet perpendicular to the slope per 5 degrees of slope full width of the disturbed slope ii Other substantially equivalent sediment or turbidity BMP only if approved by DEQ or Agent BMP RationaleRow3_2: b If project will reduce natural buffer zone under 50 feet of waters of the state the ESCP must include one or more of the following BMPs to control and treat sediment and turbidity i Compost berms compost blankets or compost socks ii Erosion control mats iii Tackifiers used in combination with perimeter sediment control BMPs iv Water treatment by electrocoagulation flocculation filtration an approved Environmental Management Plan is requiredSee Section 129 or v Other substantially equivalent sediment or turbidity BMP approved by DEQ or Agent BMP RationaleRow1: b If project will reduce natural buffer zone under 50 feet of waters of the state the ESCP must include one or more of the following BMPs to control and treat sediment and turbidity i Compost berms compost blankets or compost socks ii Erosion control mats iii Tackifiers used in combination with perimeter sediment control BMPs iv Water treatment by electrocoagulation flocculation filtration an approved Environmental Management Plan is requiredSee Section 129 or v Other substantially equivalent sediment or turbidity BMP approved by DEQ or Agent BMP RationaleRow1_2: b If project will reduce natural buffer zone under 50 feet of waters of the state the ESCP must include one or more of the following BMPs to control and treat sediment and turbidity i Compost berms compost blankets or compost socks ii Erosion control mats iii Tackifiers used in combination with perimeter sediment control BMPs iv Water treatment by electrocoagulation flocculation filtration an approved Environmental Management Plan is requiredSee Section 129 or v Other substantially equivalent sediment or turbidity BMP approved by DEQ or Agent BMP RationaleRow2: b If project will reduce natural buffer zone under 50 feet of waters of the state the ESCP must include one or more of the following BMPs to control and treat sediment and turbidity i Compost berms compost blankets or compost socks ii Erosion control mats iii Tackifiers used in combination with perimeter sediment control BMPs iv Water treatment by electrocoagulation flocculation filtration an approved Environmental Management Plan is requiredSee Section 129 or v Other substantially equivalent sediment or turbidity BMP approved by DEQ or Agent BMP RationaleRow2_2: b If project will reduce natural buffer zone under 50 feet of waters of the state the ESCP must include one or more of the following BMPs to control and treat sediment and turbidity i Compost berms compost blankets or compost socks ii Erosion control mats iii Tackifiers used in combination with perimeter sediment control BMPs iv Water treatment by electrocoagulation flocculation filtration an approved Environmental Management Plan is requiredSee Section 129 or v Other substantially equivalent sediment or turbidity BMP approved by DEQ or Agent BMP RationaleRow3: b If project will reduce natural buffer zone under 50 feet of waters of the state the ESCP must include one or more of the following BMPs to control and treat sediment and turbidity i Compost berms compost blankets or compost socks ii Erosion control mats iii Tackifiers used in combination with perimeter sediment control BMPs iv Water treatment by electrocoagulation flocculation filtration an approved Environmental Management Plan is requiredSee Section 129 or v Other substantially equivalent sediment or turbidity BMP approved by DEQ or Agent BMP RationaleRow3_2: undefined_2: OffYear: xBiobags: xBiobags_2: xBiobags_3: xBiobags_4: xBiobags_5: xBiobags_6: xBiobags_7: xBiobags_8: xBiobags_9: xBiobags_10: xBiobags_11: xBiobags_12: xBiobags_13: xBiobags_14: xBiobags_15: xBiobags_16: xBiobags_17: xBiobags_18: xBiobags_19: xRow2: xRow2_2: xRow2_3: xRow2_4: xRow2_5: xRow2_6: xRow2_7: xRow2_8: xRow2_9: xRow2_10: xRow2_11: xRow2_12: xRow2_13: xRow2_14: xRow2_15: xRow2_16: xRow2_17: xRow2_18: xRow2_19: xCheck Dams: xCheck Dams_2: xCheck Dams_3: xCheck Dams_4: xCheck Dams_5: xCheck Dams_6: xCheck Dams_7: xCheck Dams_8: xCheck Dams_9: xCheck Dams_10: xCheck Dams_11: xCheck Dams_12: xCheck Dams_13: xCheck Dams_14: xCheck Dams_15: xCheck Dams_16: xCheck Dams_17: xCheck Dams_18: xCheck Dams_19: xCompost Berm: xCompost Berm_2: xCompost Berm_3: xCompost Berm_4: xCompost Berm_5: xCompost Berm_6: xCompost Berm_7: xCompost Berm_8: xCompost Berm_9: xCompost Berm_10: xCompost Berm_11: xCompost Berm_12: xCompost Berm_13: xCompost Berm_14: xCompost Berm_15: xCompost Berm_16: xCompost Berm_17: xCompost Berm_18: xCompost Berm_19: xCompost Blankets: xCompost Blankets_2: xCompost Blankets_3: xCompost Blankets_4: xCompost Blankets_5: xCompost Blankets_6: xCompost Blankets_7: xCompost Blankets_8: xCompost Blankets_9: xCompost Blankets_10: xCompost Blankets_11: xCompost Blankets_12: xCompost Blankets_13: xCompost Blankets_14: xCompost Blankets_15: xCompost Blankets_16: xCompost Blankets_17: xCompost Blankets_18: xCompost Blankets_19: xCompost Socks: xCompost Socks_2: xCompost Socks_3: xCompost Socks_4: xCompost Socks_5: xCompost Socks_6: xCompost Socks_7: xCompost Socks_8: xCompost Socks_9: xCompost Socks_10: xCompost Socks_11: xCompost Socks_12: xCompost Socks_13: xCompost Socks_14: xCompost Socks_15: xCompost Socks_16: xCompost Socks_17: xCompost Socks_18: xCompost Socks_19: xConcrete Truck Washout: xConcrete Truck Washout_2: xConcrete Truck Washout_3: xConcrete Truck Washout_4: xConcrete Truck Washout_5: xConcrete Truck Washout_6: xConcrete Truck Washout_7: xConcrete Truck Washout_8: xConcrete Truck Washout_9: xConcrete Truck Washout_10: xConcrete Truck Washout_11: xConcrete Truck Washout_12: xConcrete Truck Washout_13: xConcrete Truck Washout_14: xConcrete Truck Washout_15: xConcrete Truck Washout_16: xConcrete Truck Washout_17: xConcrete Truck Washout_18: xConcrete Truck Washout_19: xConstruction Entrance: xConstruction Entrance_2: xConstruction Entrance_3: xConstruction Entrance_4: xConstruction Entrance_5: xConstruction Entrance_6: xConstruction Entrance_7: xConstruction Entrance_8: xConstruction Entrance_9: xConstruction Entrance_10: xConstruction Entrance_11: xConstruction Entrance_12: xConstruction Entrance_13: xConstruction Entrance_14: xConstruction Entrance_15: xConstruction Entrance_16: xConstruction Entrance_17: xConstruction Entrance_18: xConstruction Entrance_19: xDewatering treatment location schematic and sampling plan required: xDewatering treatment location schematic and sampling plan required_2: xDewatering treatment location schematic and sampling plan required_3: xDewatering treatment location schematic and sampling plan required_4: xDewatering treatment location schematic and sampling plan required_5: xDewatering treatment location schematic and sampling plan required_6: xDewatering treatment location schematic and sampling plan required_7: xDewatering treatment location schematic and sampling plan required_8: xDewatering treatment location schematic and sampling plan required_9: xDewatering treatment location schematic and sampling plan required_10: xDewatering treatment location schematic and sampling plan required_11: xDewatering treatment location schematic and sampling plan required_12: xDewatering treatment location schematic and sampling plan required_13: xDewatering treatment location schematic and sampling plan required_14: xDewatering treatment location schematic and sampling plan required_15: xDewatering treatment location schematic and sampling plan required_16: xDewatering treatment location schematic and sampling plan required_17: xDewatering treatment location schematic and sampling plan required_18: xDewatering treatment location schematic and sampling plan required_19: xDrainage Swales: xDrainage Swales_2: xDrainage Swales_3: xDrainage Swales_4: xDrainage Swales_5: xDrainage Swales_6: xDrainage Swales_7: xDrainage Swales_8: xDrainage Swales_9: xDrainage Swales_10: xDrainage Swales_11: xDrainage Swales_12: xDrainage Swales_13: xDrainage Swales_14: xDrainage Swales_15: xDrainage Swales_16: xDrainage Swales_17: xDrainage Swales_18: xDrainage Swales_19: xEarth Dikes Stabilized: xEarth Dikes Stabilized_2: xEarth Dikes Stabilized_3: xEarth Dikes Stabilized_4: xEarth Dikes Stabilized_5: xEarth Dikes Stabilized_6: xEarth Dikes Stabilized_7: xEarth Dikes Stabilized_8: xEarth Dikes Stabilized_9: xEarth Dikes Stabilized_10: xEarth Dikes Stabilized_11: xEarth Dikes Stabilized_12: xEarth Dikes Stabilized_13: xEarth Dikes Stabilized_14: xEarth Dikes Stabilized_15: xEarth Dikes Stabilized_16: xEarth Dikes Stabilized_17: xEarth Dikes Stabilized_18: xEarth Dikes Stabilized_19: xEnergy Dissipaters: xEnergy Dissipaters_2: xEnergy Dissipaters_3: xEnergy Dissipaters_4: xEnergy Dissipaters_5: xEnergy Dissipaters_6: xEnergy Dissipaters_7: xEnergy Dissipaters_8: xEnergy Dissipaters_9: xEnergy Dissipaters_10: xEnergy Dissipaters_11: xEnergy Dissipaters_12: xEnergy Dissipaters_13: xEnergy Dissipaters_14: xEnergy Dissipaters_15: xEnergy Dissipaters_16: xEnergy Dissipaters_17: xEnergy Dissipaters_18: xEnergy Dissipaters_19: xErosion Control Blankets Mats Specify type: xErosion Control Blankets Mats Specify type_2: xErosion Control Blankets Mats Specify type_3: xErosion Control Blankets Mats Specify type_4: xErosion Control Blankets Mats Specify type_5: xErosion Control Blankets Mats Specify type_6: xErosion Control Blankets Mats Specify type_7: xErosion Control Blankets Mats Specify type_8: xErosion Control Blankets Mats Specify type_9: xErosion Control Blankets Mats Specify type_10: xErosion Control Blankets Mats Specify type_11: xErosion Control Blankets Mats Specify type_12: xErosion Control Blankets Mats Specify type_13: xErosion Control Blankets Mats Specify type_14: xErosion Control Blankets Mats Specify type_15: xErosion Control Blankets Mats Specify type_16: xErosion Control Blankets Mats Specify type_17: xErosion Control Blankets Mats Specify type_18: xErosion Control Blankets Mats Specify type_19: xHydroseeding: xHydroseeding_2: xHydroseeding_3: xHydroseeding_4: xHydroseeding_5: xHydroseeding_6: xHydroseeding_7: xHydroseeding_8: xHydroseeding_9: xHydroseeding_10: xHydroseeding_11: xHydroseeding_12: xHydroseeding_13: xHydroseeding_14: xHydroseeding_15: xHydroseeding_16: xHydroseeding_17: xHydroseeding_18: xHydroseeding_19: xInlet Protection: xInlet Protection_2: xInlet Protection_3: xInlet Protection_4: xInlet Protection_5: xInlet Protection_6: xInlet Protection_7: xInlet Protection_8: xInlet Protection_9: xInlet Protection_10: xInlet Protection_11: xInlet Protection_12: xInlet Protection_13: xInlet Protection_14: xInlet Protection_15: xInlet Protection_16: xInlet Protection_17: xInlet Protection_18: xInlet Protection_19: xMulches Specify Type: xMulches Specify Type_2: xMulches Specify Type_3: xMulches Specify Type_4: xMulches Specify Type_5: xMulches Specify Type_6: xMulches Specify Type_7: xMulches Specify Type_8: xMulches Specify Type_9: xMulches Specify Type_10: xMulches Specify Type_11: xMulches Specify Type_12: xMulches Specify Type_13: xMulches Specify Type_14: xMulches Specify Type_15: xMulches Specify Type_16: xMulches Specify Type_17: xMulches Specify Type_18: xMulches Specify Type_19: xMycorrhizae Biofertilizers: xMycorrhizae Biofertilizers_2: xMycorrhizae Biofertilizers_3: xMycorrhizae Biofertilizers_4: xMycorrhizae Biofertilizers_5: xMycorrhizae Biofertilizers_6: xMycorrhizae Biofertilizers_7: xMycorrhizae Biofertilizers_8: xMycorrhizae Biofertilizers_9: xMycorrhizae Biofertilizers_10: xMycorrhizae Biofertilizers_11: xMycorrhizae Biofertilizers_12: xMycorrhizae Biofertilizers_13: xMycorrhizae Biofertilizers_14: xMycorrhizae Biofertilizers_15: xMycorrhizae Biofertilizers_16: xMycorrhizae Biofertilizers_17: xMycorrhizae Biofertilizers_18: xMycorrhizae Biofertilizers_19: xNatural Buffer Zone: xNatural Buffer Zone_2: xNatural Buffer Zone_3: xNatural Buffer Zone_4: xNatural Buffer Zone_5: xNatural Buffer Zone_6: xNatural Buffer Zone_7: xNatural Buffer Zone_8: xNatural Buffer Zone_9: xNatural Buffer Zone_10: xNatural Buffer Zone_11: xNatural Buffer Zone_12: xNatural Buffer Zone_13: xNatural Buffer Zone_14: xNatural Buffer Zone_15: xNatural Buffer Zone_16: xNatural Buffer Zone_17: xNatural Buffer Zone_18: xNatural Buffer Zone_19: xOrange fencing protecting sensitivepreserved areas: xOrange fencing protecting sensitivepreserved areas_2: xOrange fencing protecting sensitivepreserved areas_3: xOrange fencing protecting sensitivepreserved areas_4: xOrange fencing protecting sensitivepreserved areas_5: xOrange fencing protecting sensitivepreserved areas_6: xOrange fencing protecting sensitivepreserved areas_7: xOrange fencing protecting sensitivepreserved areas_8: xOrange fencing protecting sensitivepreserved areas_9: xOrange fencing protecting sensitivepreserved areas_10: xOrange fencing protecting sensitivepreserved areas_11: xOrange fencing protecting sensitivepreserved areas_12: xOrange fencing protecting sensitivepreserved areas_13: xOrange fencing protecting sensitivepreserved areas_14: xOrange fencing protecting sensitivepreserved areas_15: xOrange fencing protecting sensitivepreserved areas_16: xOrange fencing protecting sensitivepreserved areas_17: xOrange fencing protecting sensitivepreserved areas_18: xOrange fencing protecting sensitivepreserved areas_19: xOutlet Protection: xOutlet Protection_2: xOutlet Protection_3: xOutlet Protection_4: xOutlet Protection_5: xOutlet Protection_6: xOutlet Protection_7: xOutlet Protection_8: xOutlet Protection_9: xOutlet Protection_10: xOutlet Protection_11: xOutlet Protection_12: xOutlet Protection_13: xOutlet Protection_14: xOutlet Protection_15: xOutlet Protection_16: xOutlet Protection_17: xOutlet Protection_18: xOutlet Protection_19: xPermanent Seeding and Planting: xPermanent Seeding and Planting_2: xPermanent Seeding and Planting_3: xPermanent Seeding and Planting_4: xPermanent Seeding and Planting_5: xPermanent Seeding and Planting_6: xPermanent Seeding and Planting_7: xPermanent Seeding and Planting_8: xPermanent Seeding and Planting_9: xPermanent Seeding and Planting_10: xPermanent Seeding and Planting_11: xPermanent Seeding and Planting_12: xPermanent Seeding and Planting_13: xPermanent Seeding and Planting_14: xPermanent Seeding and Planting_15: xPermanent Seeding and Planting_16: xPermanent Seeding and Planting_17: xPermanent Seeding and Planting_18: xPermanent Seeding and Planting_19: xPipe Slope Drains: xPipe Slope Drains_2: xPipe Slope Drains_3: xPipe Slope Drains_4: xPipe Slope Drains_5: xPipe Slope Drains_6: xPipe Slope Drains_7: xPipe Slope Drains_8: xPipe Slope Drains_9: xPipe Slope Drains_10: xPipe Slope Drains_11: xPipe Slope Drains_12: xPipe Slope Drains_13: xPipe Slope Drains_14: xPipe Slope Drains_15: xPipe Slope Drains_16: xPipe Slope Drains_17: xPipe Slope Drains_18: xPipe Slope Drains_19: xPlastic Sheeting: xPlastic Sheeting_2: xPlastic Sheeting_3: xPlastic Sheeting_4: xPlastic Sheeting_5: xPlastic Sheeting_6: xPlastic Sheeting_7: xPlastic Sheeting_8: xPlastic Sheeting_9: xPlastic Sheeting_10: xPlastic Sheeting_11: xPlastic Sheeting_12: xPlastic Sheeting_13: xPlastic Sheeting_14: xPlastic Sheeting_15: xPlastic Sheeting_16: xPlastic Sheeting_17: xPlastic Sheeting_18: xPlastic Sheeting_19: xPreserve Existing Vegetation: xPreserve Existing Vegetation_2: xPreserve Existing Vegetation_3: xPreserve Existing Vegetation_4: xPreserve Existing Vegetation_5: xPreserve Existing Vegetation_6: xPreserve Existing Vegetation_7: xPreserve Existing Vegetation_8: xPreserve Existing Vegetation_9: xPreserve Existing Vegetation_10: xPreserve Existing Vegetation_11: xPreserve Existing Vegetation_12: xPreserve Existing Vegetation_13: xPreserve Existing Vegetation_14: xPreserve Existing Vegetation_15: xPreserve Existing Vegetation_16: xPreserve Existing Vegetation_17: xPreserve Existing Vegetation_18: xPreserve Existing Vegetation_19: xSediment Fencing: xSediment Fencing_2: xSediment Fencing_3: xSediment Fencing_4: xSediment Fencing_5: xSediment Fencing_6: xSediment Fencing_7: xSediment Fencing_8: xSediment Fencing_9: xSediment Fencing_10: xSediment Fencing_11: xSediment Fencing_12: xSediment Fencing_13: xSediment Fencing_14: xSediment Fencing_15: xSediment Fencing_16: xSediment Fencing_17: xSediment Fencing_18: xSediment Fencing_19: xSediment Barrier: xSediment Barrier_2: xSediment Barrier_3: xSediment Barrier_4: xSediment Barrier_5: xSediment Barrier_6: xSediment Barrier_7: xSediment Barrier_8: xSediment Barrier_9: xSediment Barrier_10: xSediment Barrier_11: xSediment Barrier_12: xSediment Barrier_13: xSediment Barrier_14: xSediment Barrier_15: xSediment Barrier_16: xSediment Barrier_17: xSediment Barrier_18: xSediment Barrier_19: xSediment Trap: xSediment Trap_2: xSediment Trap_3: xSediment Trap_4: xSediment Trap_5: xSediment Trap_6: xSediment Trap_7: xSediment Trap_8: xSediment Trap_9: xSediment Trap_10: xSediment Trap_11: xSediment Trap_12: xSediment Trap_13: xSediment Trap_14: xSediment Trap_15: xSediment Trap_16: xSediment Trap_17: xSediment Trap_18: xSediment Trap_19: xSodding: xSodding_2: xSodding_3: xSodding_4: xSodding_5: xSodding_6: xSodding_7: xSodding_8: xSodding_9: xSodding_10: xSodding_11: xSodding_12: xSodding_13: xSodding_14: xSodding_15: xSodding_16: xSodding_17: xSodding_18: xSodding_19: xSoil Tackifiers: xSoil Tackifiers_2: xSoil Tackifiers_3: xSoil Tackifiers_4: xSoil Tackifiers_5: xSoil Tackifiers_6: xSoil Tackifiers_7: xSoil Tackifiers_8: xSoil Tackifiers_9: xSoil Tackifiers_10: xSoil Tackifiers_11: xSoil Tackifiers_12: xSoil Tackifiers_13: xSoil Tackifiers_14: xSoil Tackifiers_15: xSoil Tackifiers_16: xSoil Tackifiers_17: xSoil Tackifiers_18: xSoil Tackifiers_19: xStorm Drain Inlet Protection: xStorm Drain Inlet Protection_2: xStorm Drain Inlet Protection_3: xStorm Drain Inlet Protection_4: xStorm Drain Inlet Protection_5: xStorm Drain Inlet Protection_6: xStorm Drain Inlet Protection_7: xStorm Drain Inlet Protection_8: xStorm Drain Inlet Protection_9: xStorm Drain Inlet Protection_10: xStorm Drain Inlet Protection_11: xStorm Drain Inlet Protection_12: xStorm Drain Inlet Protection_13: xStorm Drain Inlet Protection_14: xStorm Drain Inlet Protection_15: xStorm Drain Inlet Protection_16: xStorm Drain Inlet Protection_17: xStorm Drain Inlet Protection_18: xStorm Drain Inlet Protection_19: xStraw Wattles or other materials: xStraw Wattles or other materials_2: xStraw Wattles or other materials_3: xStraw Wattles or other materials_4: xStraw Wattles or other materials_5: xStraw Wattles or other materials_6: xStraw Wattles or other materials_7: xStraw Wattles or other materials_8: xStraw Wattles or other materials_9: xStraw Wattles or other materials_10: xStraw Wattles or other materials_11: xStraw Wattles or other materials_12: xStraw Wattles or other materials_13: xStraw Wattles or other materials_14: xStraw Wattles or other materials_15: xStraw Wattles or other materials_16: xStraw Wattles or other materials_17: xStraw Wattles or other materials_18: xStraw Wattles or other materials_19: xTemporary Diversion Dikes: xTemporary Diversion Dikes_2: xTemporary Diversion Dikes_3: xTemporary Diversion Dikes_4: xTemporary Diversion Dikes_5: xTemporary Diversion Dikes_6: xTemporary Diversion Dikes_7: xTemporary Diversion Dikes_8: xTemporary Diversion Dikes_9: xTemporary Diversion Dikes_10: xTemporary Diversion Dikes_11: xTemporary Diversion Dikes_12: xTemporary Diversion Dikes_13: xTemporary Diversion Dikes_14: xTemporary Diversion Dikes_15: xTemporary Diversion Dikes_16: xTemporary Diversion Dikes_17: xTemporary Diversion Dikes_18: xTemporary Diversion Dikes_19: xTemporary or Permanent Sedimentation Basins: xTemporary or Permanent Sedimentation Basins_2: xTemporary or Permanent Sedimentation Basins_3: xTemporary or Permanent Sedimentation Basins_4: xTemporary or Permanent Sedimentation Basins_5: xTemporary or Permanent Sedimentation Basins_6: xTemporary or Permanent Sedimentation Basins_7: xTemporary or Permanent Sedimentation Basins_8: xTemporary or Permanent Sedimentation Basins_9: xTemporary or Permanent Sedimentation Basins_10: xTemporary or Permanent Sedimentation Basins_11: xTemporary or Permanent Sedimentation Basins_12: xTemporary or Permanent Sedimentation Basins_13: xTemporary or Permanent Sedimentation Basins_14: xTemporary or Permanent Sedimentation Basins_15: xTemporary or Permanent Sedimentation Basins_16: xTemporary or Permanent Sedimentation Basins_17: xTemporary or Permanent Sedimentation Basins_18: xTemporary or Permanent Sedimentation Basins_19: xTemporary Seeding and Planting: xTemporary Seeding and Planting_2: xTemporary Seeding and Planting_3: xTemporary Seeding and Planting_4: xTemporary Seeding and Planting_5: xTemporary Seeding and Planting_6: xTemporary Seeding and Planting_7: xTemporary Seeding and Planting_8: xTemporary Seeding and Planting_9: xTemporary Seeding and Planting_10: xTemporary Seeding and Planting_11: xTemporary Seeding and Planting_12: xTemporary Seeding and Planting_13: xTemporary Seeding and Planting_14: xTemporary Seeding and Planting_15: xTemporary Seeding and Planting_16: xTemporary Seeding and Planting_17: xTemporary Seeding and Planting_18: xTemporary Seeding and Planting_19: xTreatment System O M plan required: xTreatment System O M plan required_2: xTreatment System O M plan required_3: xTreatment System O M plan required_4: xTreatment System O M plan required_5: xTreatment System O M plan required_6: xTreatment System O M plan required_7: xTreatment System O M plan required_8: xTreatment System O M plan required_9: xTreatment System O M plan required_10: xTreatment System O M plan required_11: xTreatment System O M plan required_12: xTreatment System O M plan required_13: xTreatment System O M plan required_14: xTreatment System O M plan required_15: xTreatment System O M plan required_16: xTreatment System O M plan required_17: xTreatment System O M plan required_18: xTreatment System O M plan required_19: xUnpaved roads graveled or other BMP on the road: xUnpaved roads graveled or other BMP on the road_2: xUnpaved roads graveled or other BMP on the road_3: xUnpaved roads graveled or other BMP on the road_4: xUnpaved roads graveled or other BMP on the road_5: xUnpaved roads graveled or other BMP on the road_6: xUnpaved roads graveled or other BMP on the road_7: xUnpaved roads graveled or other BMP on the road_8: xUnpaved roads graveled or other BMP on the road_9: xUnpaved roads graveled or other BMP on the road_10: xUnpaved roads graveled or other BMP on the road_11: xUnpaved roads graveled or other BMP on the road_12: xUnpaved roads graveled or other BMP on the road_13: xUnpaved roads graveled or other BMP on the road_14: xUnpaved roads graveled or other BMP on the road_15: xUnpaved roads graveled or other BMP on the road_16: xUnpaved roads graveled or other BMP on the road_17: xUnpaved roads graveled or other BMP on the road_18: xUnpaved roads graveled or other BMP on the road_19: xVegetative Buffer Strips: xVegetative Buffer Strips_2: xVegetative Buffer Strips_3: xVegetative Buffer Strips_4: xVegetative Buffer Strips_5: xVegetative Buffer Strips_6: xVegetative Buffer Strips_7: xVegetative Buffer Strips_8: xVegetative Buffer Strips_9: xVegetative Buffer Strips_10: xVegetative Buffer Strips_11: xVegetative Buffer Strips_12: xVegetative Buffer Strips_13: xVegetative Buffer Strips_14: xVegetative Buffer Strips_15: xVegetative Buffer Strips_16: xVegetative Buffer Strips_17: xVegetative Buffer Strips_18: xVegetative Buffer Strips_19: YesThe following items must be depicted on ESCP drawings as applicable a Total property boundary including surface area of the development Section 44fii b Areas of soil disturbance including but not limited to showing cut and fill areas and preand postdevelopment elevation contours Section 44fiv c Drainage patterns before and after finish grading Section 44fiii d Discharge points Section 44fxxvii e Areas used for the storage of soils or wastes Section 44fxxiii f Areas where vegetative practices are to be implemented Section 44fxx g All erosion and sediment control measures or structures Section 44fxxii h Identify the type of seed mix percentages of the various seeds of annuals perennials and clover and other plantings Section 44fxxx i Critical riparian areas sensitive preserved vegetative areas including trees and their root zones Section 44fvi j Runoff controls to minimize erosion and scour BMPs such as diversion slope drains diversion dikes check dams and drainage swales Section 44fxxii k Stabilized site entrances and access roads including but not limited to construction entrances roadways and equipment parking areas for example using geotextile fabric underlay Section 44fxxix l Perimeter sediment control including storm drain inlet protection as well as all sediment basins traps and barriers Section 44fxxiv m Stockpile management including dust control and location Section 44fiv4 n Concrete truck and other concrete equipment washout areas Section 44fx o Impervious structures after construction is completed including buildings roads parking lots and outdoor storage areas Section 44fiv7 p Springs wetlands and other surface waters on site or adjacent to the site Section 44fv q Temporary and permanent stormwater conveyance systems Section 44fix r Onsite water disposal locations for example for dewatering Section 44fxiii s Storm drain catch basins depicting inlet protection and a description of the type of catch basins used for example field inlet curb inlet grated drain and combination Section 44fxiv t Septic drain fields Section 44fxv u Existing or proposed drywells or other UICs Section 44fxvi v Drinking water wells on site or adjacent to the site Section 44fxvii w Planters Section 44fxviii x Sediment and erosion controls including installation techniques Section 44fxxii y Natural buffer zones and any associated BMPs for all areas within 50 feet of a waters of the state Section 44fvii z Detention ponds storm drain piping inflow and outflow details Section 44fxix: NoThe following items must be depicted on ESCP drawings as applicable a Total property boundary including surface area of the development Section 44fii b Areas of soil disturbance including but not limited to showing cut and fill areas and preand postdevelopment elevation contours Section 44fiv c Drainage patterns before and after finish grading Section 44fiii d Discharge points Section 44fxxvii e Areas used for the storage of soils or wastes Section 44fxxiii f Areas where vegetative practices are to be implemented Section 44fxx g All erosion and sediment control measures or structures Section 44fxxii h Identify the type of seed mix percentages of the various seeds of annuals perennials and clover and other plantings Section 44fxxx i Critical riparian areas sensitive preserved vegetative areas including trees and their root zones Section 44fvi j Runoff controls to minimize erosion and scour BMPs such as diversion slope drains diversion dikes check dams and drainage swales Section 44fxxii k Stabilized site entrances and access roads including but not limited to construction entrances roadways and equipment parking areas for example using geotextile fabric underlay Section 44fxxix l Perimeter sediment control including storm drain inlet protection as well as all sediment basins traps and barriers Section 44fxxiv m Stockpile management including dust control and location Section 44fiv4 n Concrete truck and other concrete equipment washout areas Section 44fx o Impervious structures after construction is completed including buildings roads parking lots and outdoor storage areas Section 44fiv7 p Springs wetlands and other surface waters on site or adjacent to the site Section 44fv q Temporary and permanent stormwater conveyance systems Section 44fix r Onsite water disposal locations for example for dewatering Section 44fxiii s Storm drain catch basins depicting inlet protection and a description of the type of catch basins used for example field inlet curb inlet grated drain and combination Section 44fxiv t Septic drain fields Section 44fxv u Existing or proposed drywells or other UICs Section 44fxvi v Drinking water wells on site or adjacent to the site Section 44fxvii w Planters Section 44fxviii x Sediment and erosion controls including installation techniques Section 44fxxii y Natural buffer zones and any associated BMPs for all areas within 50 feet of a waters of the state Section 44fvii z Detention ponds storm drain piping inflow and outflow details Section 44fxix: NAThe following items must be depicted on ESCP drawings as applicable a Total property boundary including surface area of the development Section 44fii b Areas of soil disturbance including but not limited to showing cut and fill areas and preand postdevelopment elevation contours Section 44fiv c Drainage patterns before and after finish grading Section 44fiii d Discharge points Section 44fxxvii e Areas used for the storage of soils or wastes Section 44fxxiii f Areas where vegetative practices are to be implemented Section 44fxx g All erosion and sediment control measures or structures Section 44fxxii h Identify the type of seed mix percentages of the various seeds of annuals perennials and clover and other plantings Section 44fxxx i Critical riparian areas sensitive preserved vegetative areas including trees and their root zones Section 44fvi j Runoff controls to minimize erosion and scour BMPs such as diversion slope drains diversion dikes check dams and drainage swales Section 44fxxii k Stabilized site entrances and access roads including but not limited to construction entrances roadways and equipment parking areas for example using geotextile fabric underlay Section 44fxxix l Perimeter sediment control including storm drain inlet protection as well as all sediment basins traps and barriers Section 44fxxiv m Stockpile management including dust control and location Section 44fiv4 n Concrete truck and other concrete equipment washout areas Section 44fx o Impervious structures after construction is completed including buildings roads parking lots and outdoor storage areas Section 44fiv7 p Springs wetlands and other surface waters on site or adjacent to the site Section 44fv q Temporary and permanent stormwater conveyance systems Section 44fix r Onsite water disposal locations for example for dewatering Section 44fxiii s Storm drain catch basins depicting inlet protection and a description of the type of catch basins used for example field inlet curb inlet grated drain and combination Section 44fxiv t Septic drain fields Section 44fxv u Existing or proposed drywells or other UICs Section 44fxvi v Drinking water wells on site or adjacent to the site Section 44fxvii w Planters Section 44fxviii x Sediment and erosion controls including installation techniques Section 44fxxii y Natural buffer zones and any associated BMPs for all areas within 50 feet of a waters of the state Section 44fvii z Detention ponds storm drain piping inflow and outflow details Section 44fxix: YesThe following items must be depicted on ESCP drawings as applicable a Total property boundary including surface area of the development Section 44fii b Areas of soil disturbance including but not limited to showing cut and fill areas and preand postdevelopment elevation contours Section 44fiv c Drainage patterns before and after finish grading Section 44fiii d Discharge points Section 44fxxvii e Areas used for the storage of soils or wastes Section 44fxxiii f Areas where vegetative practices are to be implemented Section 44fxx g All erosion and sediment control measures or structures Section 44fxxii h Identify the type of seed mix percentages of the various seeds of annuals perennials and clover and other plantings Section 44fxxx i Critical riparian areas sensitive preserved vegetative areas including trees and their root zones Section 44fvi j Runoff controls to minimize erosion and scour BMPs such as diversion slope drains diversion dikes check dams and drainage swales Section 44fxxii k Stabilized site entrances and access roads including but not limited to construction entrances roadways and equipment parking areas for example using geotextile fabric underlay Section 44fxxix l Perimeter sediment control including storm drain inlet protection as well as all sediment basins traps and barriers Section 44fxxiv m Stockpile management including dust control and location Section 44fiv4 n Concrete truck and other concrete equipment washout areas Section 44fx o Impervious structures after construction is completed including buildings roads parking lots and outdoor storage areas Section 44fiv7 p Springs wetlands and other surface waters on site or adjacent to the site Section 44fv q Temporary and permanent stormwater conveyance systems Section 44fix r Onsite water disposal locations for example for dewatering Section 44fxiii s Storm drain catch basins depicting inlet protection and a description of the type of catch basins used for example field inlet curb inlet grated drain and combination Section 44fxiv t Septic drain fields Section 44fxv u Existing or proposed drywells or other UICs Section 44fxvi v Drinking water wells on site or adjacent to the site Section 44fxvii w Planters Section 44fxviii x Sediment and erosion controls including installation techniques Section 44fxxii y Natural buffer zones and any associated BMPs for all areas within 50 feet of a waters of the state Section 44fvii z Detention ponds storm drain piping inflow and outflow details Section 44fxix_2: NoThe following items must be depicted on ESCP drawings as applicable a Total property boundary including surface area of the development Section 44fii b Areas of soil disturbance including but not limited to showing cut and fill areas and preand postdevelopment elevation contours Section 44fiv c Drainage patterns before and after finish grading Section 44fiii d Discharge points Section 44fxxvii e Areas used for the storage of soils or wastes Section 44fxxiii f Areas where vegetative practices are to be implemented Section 44fxx g All erosion and sediment control measures or structures Section 44fxxii h Identify the type of seed mix percentages of the various seeds of annuals perennials and clover and other plantings Section 44fxxx i Critical riparian areas sensitive preserved vegetative areas including trees and their root zones Section 44fvi j Runoff controls to minimize erosion and scour BMPs such as diversion slope drains diversion dikes check dams and drainage swales Section 44fxxii k Stabilized site entrances and access roads including but not limited to construction entrances roadways and equipment parking areas for example using geotextile fabric underlay Section 44fxxix l Perimeter sediment control including storm drain inlet protection as well as all sediment basins traps and barriers Section 44fxxiv m Stockpile management including dust control and location Section 44fiv4 n Concrete truck and other concrete equipment washout areas Section 44fx o Impervious structures after construction is completed including buildings roads parking lots and outdoor storage areas Section 44fiv7 p Springs wetlands and other surface waters on site or adjacent to the site Section 44fv q Temporary and permanent stormwater conveyance systems Section 44fix r Onsite water disposal locations for example for dewatering Section 44fxiii s Storm drain catch basins depicting inlet protection and a description of the type of catch basins used for example field inlet curb inlet grated drain and combination Section 44fxiv t Septic drain fields Section 44fxv u Existing or proposed drywells or other UICs Section 44fxvi v Drinking water wells on site or adjacent to the site Section 44fxvii w Planters Section 44fxviii x Sediment and erosion controls including installation techniques Section 44fxxii y Natural buffer zones and any associated BMPs for all areas within 50 feet of a waters of the state Section 44fvii z Detention ponds storm drain piping inflow and outflow details Section 44fxix_2: NAThe following items must be depicted on ESCP drawings as applicable a Total property boundary including surface area of the development Section 44fii b Areas of soil disturbance including but not limited to showing cut and fill areas and preand postdevelopment elevation contours Section 44fiv c Drainage patterns before and after finish grading Section 44fiii d Discharge points Section 44fxxvii e Areas used for the storage of soils or wastes Section 44fxxiii f Areas where vegetative practices are to be implemented Section 44fxx g All erosion and sediment control measures or structures Section 44fxxii h Identify the type of seed mix percentages of the various seeds of annuals perennials and clover and other plantings Section 44fxxx i Critical riparian areas sensitive preserved vegetative areas including trees and their root zones Section 44fvi j Runoff controls to minimize erosion and scour BMPs such as diversion slope drains diversion dikes check dams and drainage swales Section 44fxxii k Stabilized site entrances and access roads including but not limited to construction entrances roadways and equipment parking areas for example using geotextile fabric underlay Section 44fxxix l Perimeter sediment control including storm drain inlet protection as well as all sediment basins traps and barriers Section 44fxxiv m Stockpile management including dust control and location Section 44fiv4 n Concrete truck and other concrete equipment washout areas Section 44fx o Impervious structures after construction is completed including buildings roads parking lots and outdoor storage areas Section 44fiv7 p Springs wetlands and other surface waters on site or adjacent to the site Section 44fv q Temporary and permanent stormwater conveyance systems Section 44fix r Onsite water disposal locations for example for dewatering Section 44fxiii s Storm drain catch basins depicting inlet protection and a description of the type of catch basins used for example field inlet curb inlet grated drain and combination Section 44fxiv t Septic drain fields Section 44fxv u Existing or proposed drywells or other UICs Section 44fxvi v Drinking water wells on site or adjacent to the site Section 44fxvii w Planters Section 44fxviii x Sediment and erosion controls including installation techniques Section 44fxxii y Natural buffer zones and any associated BMPs for all areas within 50 feet of a waters of the state Section 44fvii z Detention ponds storm drain piping inflow and outflow details Section 44fxix_2: YesThe following items must be depicted on ESCP drawings as applicable a Total property boundary including surface area of the development Section 44fii b Areas of soil disturbance including but not limited to showing cut and fill areas and preand postdevelopment elevation contours Section 44fiv c Drainage patterns before and after finish grading Section 44fiii d Discharge points Section 44fxxvii e Areas used for the storage of soils or wastes Section 44fxxiii f Areas where vegetative practices are to be implemented Section 44fxx g All erosion and sediment control measures or structures Section 44fxxii h Identify the type of seed mix percentages of the various seeds of annuals perennials and clover and other plantings Section 44fxxx i Critical riparian areas sensitive preserved vegetative areas including trees and their root zones Section 44fvi j Runoff controls to minimize erosion and scour BMPs such as diversion slope drains diversion dikes check dams and drainage swales Section 44fxxii k Stabilized site entrances and access roads including but not limited to construction entrances roadways and equipment parking areas for example using geotextile fabric underlay Section 44fxxix l Perimeter sediment control including storm drain inlet protection as well as all sediment basins traps and barriers Section 44fxxiv m Stockpile management including dust control and location Section 44fiv4 n Concrete truck and other concrete equipment washout areas Section 44fx o Impervious structures after construction is completed including buildings roads parking lots and outdoor storage areas Section 44fiv7 p Springs wetlands and other surface waters on site or adjacent to the site Section 44fv q Temporary and permanent stormwater conveyance systems Section 44fix r Onsite water disposal locations for example for dewatering Section 44fxiii s Storm drain catch basins depicting inlet protection and a description of the type of catch basins used for example field inlet curb inlet grated drain and combination Section 44fxiv t Septic drain fields Section 44fxv u Existing or proposed drywells or other UICs Section 44fxvi v Drinking water wells on site or adjacent to the site Section 44fxvii w Planters Section 44fxviii x Sediment and erosion controls including installation techniques Section 44fxxii y Natural buffer zones and any associated BMPs for all areas within 50 feet of a waters of the state Section 44fvii z Detention ponds storm drain piping inflow and outflow details Section 44fxix_3: NoThe following items must be depicted on ESCP drawings as applicable a Total property boundary including surface area of the development Section 44fii b Areas of soil disturbance including but not limited to showing cut and fill areas and preand postdevelopment elevation contours Section 44fiv c Drainage patterns before and after finish grading Section 44fiii d Discharge points Section 44fxxvii e Areas used for the storage of soils or wastes Section 44fxxiii f Areas where vegetative practices are to be implemented Section 44fxx g All erosion and sediment control measures or structures Section 44fxxii h Identify the type of seed mix percentages of the various seeds of annuals perennials and clover and other plantings Section 44fxxx i Critical riparian areas sensitive preserved vegetative areas including trees and their root zones Section 44fvi j Runoff controls to minimize erosion and scour BMPs such as diversion slope drains diversion dikes check dams and drainage swales Section 44fxxii k Stabilized site entrances and access roads including but not limited to construction entrances roadways and equipment parking areas for example using geotextile fabric underlay Section 44fxxix l Perimeter sediment control including storm drain inlet protection as well as all sediment basins traps and barriers Section 44fxxiv m Stockpile management including dust control and location Section 44fiv4 n Concrete truck and other concrete equipment washout areas Section 44fx o Impervious structures after construction is completed including buildings roads parking lots and outdoor storage areas Section 44fiv7 p Springs wetlands and other surface waters on site or adjacent to the site Section 44fv q Temporary and permanent stormwater conveyance systems Section 44fix r Onsite water disposal locations for example for dewatering Section 44fxiii s Storm drain catch basins depicting inlet protection and a description of the type of catch basins used for example field inlet curb inlet grated drain and combination Section 44fxiv t Septic drain fields Section 44fxv u Existing or proposed drywells or other UICs Section 44fxvi v Drinking water wells on site or adjacent to the site Section 44fxvii w Planters Section 44fxviii x Sediment and erosion controls including installation techniques Section 44fxxii y Natural buffer zones and any associated BMPs for all areas within 50 feet of a waters of the state Section 44fvii z Detention ponds storm drain piping inflow and outflow details Section 44fxix_3: NAThe following items must be depicted on ESCP drawings as applicable a Total property boundary including surface area of the development Section 44fii b Areas of soil disturbance including but not limited to showing cut and fill areas and preand postdevelopment elevation contours Section 44fiv c Drainage patterns before and after finish grading Section 44fiii d Discharge points Section 44fxxvii e Areas used for the storage of soils or wastes Section 44fxxiii f Areas where vegetative practices are to be implemented Section 44fxx g All erosion and sediment control measures or structures Section 44fxxii h Identify the type of seed mix percentages of the various seeds of annuals perennials and clover and other plantings Section 44fxxx i Critical riparian areas sensitive preserved vegetative areas including trees and their root zones Section 44fvi j Runoff controls to minimize erosion and scour BMPs such as diversion slope drains diversion dikes check dams and drainage swales Section 44fxxii k Stabilized site entrances and access roads including but not limited to construction entrances roadways and equipment parking areas for example using geotextile fabric underlay Section 44fxxix l Perimeter sediment control including storm drain inlet protection as well as all sediment basins traps and barriers Section 44fxxiv m Stockpile management including dust control and location Section 44fiv4 n Concrete truck and other concrete equipment washout areas Section 44fx o Impervious structures after construction is completed including buildings roads parking lots and outdoor storage areas Section 44fiv7 p Springs wetlands and other surface waters on site or adjacent to the site Section 44fv q Temporary and permanent stormwater conveyance systems Section 44fix r Onsite water disposal locations for example for dewatering Section 44fxiii s Storm drain catch basins depicting inlet protection and a description of the type of catch basins used for example field inlet curb inlet grated drain and combination Section 44fxiv t Septic drain fields Section 44fxv u Existing or proposed drywells or other UICs Section 44fxvi v Drinking water wells on site or adjacent to the site Section 44fxvii w Planters Section 44fxviii x Sediment and erosion controls including installation techniques Section 44fxxii y Natural buffer zones and any associated BMPs for all areas within 50 feet of a waters of the state Section 44fvii z Detention ponds storm drain piping inflow and outflow details Section 44fxix_3: YesThe following items must be depicted on ESCP drawings as applicable a Total property boundary including surface area of the development Section 44fii b Areas of soil disturbance including but not limited to showing cut and fill areas and preand postdevelopment elevation contours Section 44fiv c Drainage patterns before and after finish grading Section 44fiii d Discharge points Section 44fxxvii e Areas used for the storage of soils or wastes Section 44fxxiii f Areas where vegetative practices are to be implemented Section 44fxx g All erosion and sediment control measures or structures Section 44fxxii h Identify the type of seed mix percentages of the various seeds of annuals perennials and clover and other plantings Section 44fxxx i Critical riparian areas sensitive preserved vegetative areas including trees and their root zones Section 44fvi j Runoff controls to minimize erosion and scour BMPs such as diversion slope drains diversion dikes check dams and drainage swales Section 44fxxii k Stabilized site entrances and access roads including but not limited to construction entrances roadways and equipment parking areas for example using geotextile fabric underlay Section 44fxxix l Perimeter sediment control including storm drain inlet protection as well as all sediment basins traps and barriers Section 44fxxiv m Stockpile management including dust control and location Section 44fiv4 n Concrete truck and other concrete equipment washout areas Section 44fx o Impervious structures after construction is completed including buildings roads parking lots and outdoor storage areas Section 44fiv7 p Springs wetlands and other surface waters on site or adjacent to the site Section 44fv q Temporary and permanent stormwater conveyance systems Section 44fix r Onsite water disposal locations for example for dewatering Section 44fxiii s Storm drain catch basins depicting inlet protection and a description of the type of catch basins used for example field inlet curb inlet grated drain and combination Section 44fxiv t Septic drain fields Section 44fxv u Existing or proposed drywells or other UICs Section 44fxvi v Drinking water wells on site or adjacent to the site Section 44fxvii w Planters Section 44fxviii x Sediment and erosion controls including installation techniques Section 44fxxii y Natural buffer zones and any associated BMPs for all areas within 50 feet of a waters of the state Section 44fvii z Detention ponds storm drain piping inflow and outflow details Section 44fxix_4: NoThe following items must be depicted on ESCP drawings as applicable a Total property boundary including surface area of the development Section 44fii b Areas of soil disturbance including but not limited to showing cut and fill areas and preand postdevelopment elevation contours Section 44fiv c Drainage patterns before and after finish grading Section 44fiii d Discharge points Section 44fxxvii e Areas used for the storage of soils or wastes Section 44fxxiii f Areas where vegetative practices are to be implemented Section 44fxx g All erosion and sediment control measures or structures Section 44fxxii h Identify the type of seed mix percentages of the various seeds of annuals perennials and clover and other plantings Section 44fxxx i Critical riparian areas sensitive preserved vegetative areas including trees and their root zones Section 44fvi j Runoff controls to minimize erosion and scour BMPs such as diversion slope drains diversion dikes check dams and drainage swales Section 44fxxii k Stabilized site entrances and access roads including but not limited to construction entrances roadways and equipment parking areas for example using geotextile fabric underlay Section 44fxxix l Perimeter sediment control including storm drain inlet protection as well as all sediment basins traps and barriers Section 44fxxiv m Stockpile management including dust control and location Section 44fiv4 n Concrete truck and other concrete equipment washout areas Section 44fx o Impervious structures after construction is completed including buildings roads parking lots and outdoor storage areas Section 44fiv7 p Springs wetlands and other surface waters on site or adjacent to the site Section 44fv q Temporary and permanent stormwater conveyance systems Section 44fix r Onsite water disposal locations for example for dewatering Section 44fxiii s Storm drain catch basins depicting inlet protection and a description of the type of catch basins used for example field inlet curb inlet grated drain and combination Section 44fxiv t Septic drain fields Section 44fxv u Existing or proposed drywells or other UICs Section 44fxvi v Drinking water wells on site or adjacent to the site Section 44fxvii w Planters Section 44fxviii x Sediment and erosion controls including installation techniques Section 44fxxii y Natural buffer zones and any associated BMPs for all areas within 50 feet of a waters of the state Section 44fvii z Detention ponds storm drain piping inflow and outflow details Section 44fxix_4: NAThe following items must be depicted on ESCP drawings as applicable a Total property boundary including surface area of the development Section 44fii b Areas of soil disturbance including but not limited to showing cut and fill areas and preand postdevelopment elevation contours Section 44fiv c Drainage patterns before and after finish grading Section 44fiii d Discharge points Section 44fxxvii e Areas used for the storage of soils or wastes Section 44fxxiii f Areas where vegetative practices are to be implemented Section 44fxx g All erosion and sediment control measures or structures Section 44fxxii h Identify the type of seed mix percentages of the various seeds of annuals perennials and clover and other plantings Section 44fxxx i Critical riparian areas sensitive preserved vegetative areas including trees and their root zones Section 44fvi j Runoff controls to minimize erosion and scour BMPs such as diversion slope drains diversion dikes check dams and drainage swales Section 44fxxii k Stabilized site entrances and access roads including but not limited to construction entrances roadways and equipment parking areas for example using geotextile fabric underlay Section 44fxxix l Perimeter sediment control including storm drain inlet protection as well as all sediment basins traps and barriers Section 44fxxiv m Stockpile management including dust control and location Section 44fiv4 n Concrete truck and other concrete equipment washout areas Section 44fx o Impervious structures after construction is completed including buildings roads parking lots and outdoor storage areas Section 44fiv7 p Springs wetlands and other surface waters on site or adjacent to the site Section 44fv q Temporary and permanent stormwater conveyance systems Section 44fix r Onsite water disposal locations for example for dewatering Section 44fxiii s Storm drain catch basins depicting inlet protection and a description of the type of catch basins used for example field inlet curb inlet grated drain and combination Section 44fxiv t Septic drain fields Section 44fxv u Existing or proposed drywells or other UICs Section 44fxvi v Drinking water wells on site or adjacent to the site Section 44fxvii w Planters Section 44fxviii x Sediment and erosion controls including installation techniques Section 44fxxii y Natural buffer zones and any associated BMPs for all areas within 50 feet of a waters of the state Section 44fvii z Detention ponds storm drain piping inflow and outflow details Section 44fxix_4: YesThe following items must be depicted on ESCP drawings as applicable a Total property boundary including surface area of the development Section 44fii b Areas of soil disturbance including but not limited to showing cut and fill areas and preand postdevelopment elevation contours Section 44fiv c Drainage patterns before and after finish grading Section 44fiii d Discharge points Section 44fxxvii e Areas used for the storage of soils or wastes Section 44fxxiii f Areas where vegetative practices are to be implemented Section 44fxx g All erosion and sediment control measures or structures Section 44fxxii h Identify the type of seed mix percentages of the various seeds of annuals perennials and clover and other plantings Section 44fxxx i Critical riparian areas sensitive preserved vegetative areas including trees and their root zones Section 44fvi j Runoff controls to minimize erosion and scour BMPs such as diversion slope drains diversion dikes check dams and drainage swales Section 44fxxii k Stabilized site entrances and access roads including but not limited to construction entrances roadways and equipment parking areas for example using geotextile fabric underlay Section 44fxxix l Perimeter sediment control including storm drain inlet protection as well as all sediment basins traps and barriers Section 44fxxiv m Stockpile management including dust control and location Section 44fiv4 n Concrete truck and other concrete equipment washout areas Section 44fx o Impervious structures after construction is completed including buildings roads parking lots and outdoor storage areas Section 44fiv7 p Springs wetlands and other surface waters on site or adjacent to the site Section 44fv q Temporary and permanent stormwater conveyance systems Section 44fix r Onsite water disposal locations for example for dewatering Section 44fxiii s Storm drain catch basins depicting inlet protection and a description of the type of catch basins used for example field inlet curb inlet grated drain and combination Section 44fxiv t Septic drain fields Section 44fxv u Existing or proposed drywells or other UICs Section 44fxvi v Drinking water wells on site or adjacent to the site Section 44fxvii w Planters Section 44fxviii x Sediment and erosion controls including installation techniques Section 44fxxii y Natural buffer zones and any associated BMPs for all areas within 50 feet of a waters of the state Section 44fvii