HomeMy WebLinkAboutBLD2026-00820 - BLD CD Environmental Health Review - 9/22/2026 (2) T
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SEPTIC PER AS-BUILT DATED 2026. CD
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SHOWN FOR REFERENCE ONLY.
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GRAVEL DRIVEWAY
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No. Description Date
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15-0 MAIN HOUSE
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_ REDUCED SEPTIC RESERVE
PUMP SETBACKS No
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WM Rhonda Thompson 09/22/2026
P.L. = 163.99'
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�ONPK **NO CHANGES TO SITE DRAINAGE PROPOSED. EH Setbacks J
REUSE EXISTING DOWNSPOUTS & STORM A.) Drainfield/Reserve requires 10' setback from foundations. >+ CO
DRAINAGE SYSTEM.** B.) Septic tank(s) requires 5'setback from all foundations. ( Ln
C.) No foundation/Perimeter Drains within 30ft, downgradient of O o
**MANAGE CONSTRUCTION STORMWATER WITH Drainfield/Reserve area
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BEST MANAGEMENT PRACTICES** D.) No Cut Bank(s) (greater than 5ft and over 45 degrees)within L <
0 50ft, down gradient of Drainfield/Reserve area
E.) Use approved mitigation from section C1-9 of the department of •
ecology's "Criteria For Sewage Works Design,"when sewer O N
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Site Data Site Areas
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Parcel: 41906-33-90220 t1 U) O,
Address: 61 West Frosty Lane S Elma, WA 98584 Existing Areas:
Zoning: RR 5 Main House = 1,092 sf 3j
Lot Size: 0.4 Acre (17,424 sf) Garage = 872 sf O ?> Cfl O
Legal: TR 22 OF S1/2 SW1/4 SW1/4 TR B OF SP#362 Patio =468 sf LL C� Cfl
Maximum Impervious Coverage: 2,500 sf Hardscape = 373 sf ¢ T
Gravel Driveway = 836 sf L
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New Areas: -
Main House = +20 sf Note: Information shown here has been gathered from a combination of public sources, N
site observations, and 3rd parties. This is not a survey. All information shown here is N Q)
Total Impervious Area: = 3,661 sf subject to verification. Design For People assumes no responsibility for surveying the r; 0
location, orientation, and/or size of features shown here. Property lines, features, and
structures shall be established by owner prior to construction.