- Page 1 and 2: KANE COUNTY STORMWATER TECHNICAL GU
- Page 3 and 4: Kane County Technical Guidance Manu
- Page 5 and 6: ARTICLE 13 - FEE-IN-LIEU OF SITE RU
- Page 7 and 8: No. Name LIST OF FIGURES Kane Count
- Page 9 and 10: Organization The Manual is comprise
- Page 11 and 12: ARTICLE 2 - REQUIREMENTS FOR STORMW
- Page 13 and 14: applicant to provide retention volu
- Page 15 and 16: § T201(e) Protection of Buildings
- Page 17 and 18: § T201(f) Planning Principles Meet
- Page 19: 1. Identify all points where runoff
- Page 23 and 24: 3. Calculating overland flow paths
- Page 25 and 26: soil tributary to the downstream sy
- Page 27 and 28: purpose of the easement is for main
- Page 29 and 30: In general: 1. Impervious surfaces
- Page 31 and 32: FIGURE 5 Hydrologically Disturbed A
- Page 33 and 34: TABLE 4 Huff Quartile Distributions
- Page 35 and 36: FIGURE 6 Median Time Distribution o
- Page 37 and 38: All runoff volumes shall be calcula
- Page 39 and 40: The retention volume may be reduced
- Page 41 and 42: FIGURE 9 Detention Configuration fo
- Page 43 and 44: FIGURE 11 Detention Configuration f
- Page 45 and 46: FIGURE 13 Separation for Subsurface
- Page 47 and 48: § T203(i) Site Runoff Storage Faci
- Page 49 and 50: etter information is submitted and
- Page 51 and 52: Surface Erosion Factor Subsoil Eros
- Page 53 and 54: TABLE 7 Seed Mixtures For Temporary
- Page 55 and 56: § T300(d) Extended Construction Sh
- Page 57 and 58: FIGURE 14A Sediment Control Practic
- Page 59 and 60: Figure 15A Soil Stabilization Pract
- Page 61 and 62: § T300(g) Limitation on Site Distu
- Page 63 and 64: TABLE 8 Permanent Stabilization Pra
- Page 65 and 66: must be cleaned before the end of e
- Page 67 and 68: ARTICLE 4 - PROTECTION OF SPECIAL M
- Page 69 and 70: For projects where no Regulatory Fl
- Page 71 and 72:
Residential Buildings The Ordinance
- Page 73 and 74:
nonresidential), the flood insuranc
- Page 75 and 76:
FIGURE 18 Required Flood Protection
- Page 77 and 78:
§ T409 Lowest Opening Proposed str
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crossing. The floodplain downstream
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any revised floodway or will agree,
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Illinois Department of Natural Reso
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applicant will have to manually adj
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exception of the appropriate use re
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For all on-site wetlands with buffe
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Site: Kane County Stormwater Exampl
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§ T415 Mitigation to be Local All
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FIGURE 21 Linear and Water Body Buf
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TABLE 11 Linear Buffer Width Calcul
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FIGURE 22 Buffer Width Scenarios Ka
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FIGURE 23 Measurement Reference for
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ARTICLE 5 - STORMWATER MANAGEMENT P
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§ T502(a) Required Submittals If t
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An example of a narrative descripti
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) Buffer Requirements. The buffer r
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ARTICLE 6 - LONG-TERM MAINTENANCE T
- Page 113 and 114:
90% of the slopes, as measured by a
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ARTICLE 7 - ENFORCEMENT AND PENALIT
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§ T1500 General ARTICLE 15 - WETLA
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TABLE 14 Mitigation Requirements Mi
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etween wetland mitigation facilitie
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Director will reduce the wetland pe
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FORMS The following sheets contain
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KANE COUNTY STORMWATER MANAGEMENT P
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Identifier 2A 2B 2C 2D 2E 2F 2G 2H
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Identifier 4A 4B 4C 4C-1 4C-2 4C-3
- Page 133 and 134:
Identifier 5D-3 5D-4 5D-5 5D-6 5D-7
- Page 135 and 136:
Identifier Kane County Stormwater M
- Page 137 and 138:
COMMUNITY CONTACT FOR STORMWATER MA
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CERTIFIED COMMUNITY FORM FOR EXEMPT
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INSPECTION CHECKLIST DURING CONSTRU
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DEVELOPER’S STATEMENT Right to Dr
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APPENDICES Kane County Technical Gu
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TABLE A2 Typical Roughness Coeffici
- Page 149 and 150:
TABLE A2 (continued) Typical Roughn
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