HomeMy WebLinkAboutCHICKABIRD ESTATES LT 2Onsite File ESTATES Lot 2 iffTl Asa Formerly Sun Valley North Tract 62 15$o DESIGN CRITERIA: DRAINFIELD DESIGN: '2 it it a NUMBER OF BEDROOMS: 4 (MAXIMUM) MAXIMUM DEPTH: 6-FEET �o s GALLONS PER DAY (GPD): 600 WIDTH:. 5-FEET PERCOLATION RATES: 1.06 LENGTH: 30-FEET rn PROPOSED APP. RATE: °4.0 GPDISQ.FT. M.O.A. APPROVED SAND FILTER: 2-FEET MINIMUM DRAINFIELD SO.FT.: 150 EFFECTIVE: 0.50 `UTILIZING A CAT II AWWTS ACTUAL SQ.FT.: 150 SEE CROSS - SECTIONAL DRAWING, SEE PAGE 4OF4 GEG TH1i1 co (2023) .-1610 RESERVE - —PROPOSED LD DRAINFIELD, DRAINFIE SITE SEE DESIGN CRITERIA AND PAGE 4 OF 4 C© PROPOSED AtMNTS �hN� SYSTEM, SEE PAGE 3 , y ,- 13-, —GEG TH-92 OF 4 FOR DETAILS. 2023 ( ) .� IN �hti SCALE: PROPOSED POSSIBLE —� LOT 2 4 EDROOM ®.o 1 = 40' `, `. (SEE NOTE) HOUSE oG LOCATION J /o OSSll9( FQ �LOTLOINED h - 1 � L IVA —POSSIBLE PROPOSED AREA FOR 0 "SOT L HOUSE WELL RADIUS g LOCATION '100' SEPTIC & BUILDING PROPOSED PLATTED SETBACK 50-FEET (SEE NOTE) AVVINTS WELL - RADIUS i nT WASTEWATER r 7HE AD` SST Elm 'ra R TREATMENT TMENT SYSTEM (,,AWWT ) TO BE PERMITTED AND INSTALLED. r HE 100-FOOT PLATTED SEPTIC & BUILIDNG `• SETBACK IS REQUIRED TO BE REMOVED FROM PLAT OR REDUCED TO 50-FEET J� "THROUGH THE SUBDIVISION PROCESS. Tt'i ' ) MAXIMUM NUMBER OF BEDROOMS FOR Tr E J --,- - •- ) PROPERTIES IN THE NEW SUBDIVISION. LIMITED TO d-BEDROOMS. J , PROPOSED .. �''`PROPOSED LOT LINE J LOT I Aw td T'F S •.......... v ... I ClFi " G SALES NG PREPARED FOR PHONE NUMBER PAGE NUMBER: 0 `Jaffrey A. Garness r �tl EGE-79 3 Z Al PROJECT/LEGAL DESCRIPTION _ DRAWN BY: TYPE OF WORK w DATE: ESS� g. LICENSE ���ikak #AECC884 GARNESS ENGINEERING GROUP, Ltd ENGINEERING SALES CONSULTING 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGF- ALASKA - PRONE (907)337-6179-WEMITE:www.gameueng0eeang.com ISOIL LOG - PERCOLATION TES LEGAL DESCRIPTION: SUN VALLEY NORTH; TRACT G-2 PERFORMED FOR: BEN AND ELYSE APPLEGATE DATE: 9/8/2023 DEPTH (fool) TEST HOLE #1 2- 3- 4- 5- 6- 7- 8- 9—i 10 11 1 SOIL CLASSIFICATIONS GW ORG GP ML GM G CNNII OL N!/1CL SWflllll111MH SP CH SM OH sc 12 - B. 0 13 — 14 — 15 — 16 — 17 — 18 --1 SM W/ ML TO GM W/ ML W/ COBBLES & BOULDERS DEPTH TO GROUNDWATER DATE DRY 9/812023 DRY 9/1212023 DRY 9/15/2023 DRY 1002023 SITE DATE READING NET TIME WATER LEVEL READING (INCHES) NET DROP (INCHES) 911212023 6- 1 2 —5 0 - 0/16' 6 - 0/16" 3 6- 4 6 0 - 0/16" 6 - 0116" 5 6- 6 6:10 0-0/16" 6 - 0116' 7 6" 8 6:20 0 - 0/16" 6 - 0/16' 9 6- 10 6:20 0 - 0/16" 6 - 0116" 11 6- 12 6:20 0-0116" 6 - 0116' 19 PERCOLATION RATE 1.06 (MIN./INCH) PERC. HOLE DIA, 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E-1 YES 10 NO SOILS LOGGED BY: JODYMAUS PERCOLATION TEST PERFORMED BY. JODY MAUS COMMENTS: PERFORMED BY GEG, Ltd, 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE I / WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE- fl I II,, '11sr-9 "qt3j2'j- .v 141a, A$ _vA==am41 GARNESS ENGINEERING GROUP9 Ltd ENGINEERING SALES CONSULTING 3701 E. TUDOR ROAD, SUITE 101 'ANCHOMGE, ALASKA -PHONE (907) ISOIL L55 - PERCOLATION TEST LEGAL DESCRIPTION: SUN VALLEY NORTH: TRACT G-2 PERFORMED FOR: BEN AND ELYSE APPLEGATE DATE: 9/8/2023 DEPTH (feet) ITEST HOLE #2j PEAT SOIL CLASSIFICATIONS GW O. GP ML imilwl GM CL G C OL sw MH sp CH sm OH SC 7— GM W/ CLAY AND/OR SILT LENSES 9— .10- 12 — 13 — B.O.H. 14 — 15- 16 — 17- 18 —4 DEPTH TO GROUNDWATER DATE WET @ 11' 91812023 7' 9/12(2023 1 9.7' 9115/'2023 1 1 7.5' 10/212023 1 0 cj DATE READING NET TIME WATER LEVEL NET DROP READING (INCHES) (INCHES) 9112/2023, 9/15/2023, & 101212023 - BENCH EXCAVATED TO 3.5-4.0 FEET DEEP. WATER " 0 17N BENCH LIKELY DUE TO RAINFALL UNABLE TO PERFORM PERCOLATION TEST. 19 PERCOLATION RATE (MIN./INCH) PERC. HOLE DIA. TEST RUN BETWEEN FT. AND FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: F-1 YES IN NO SOILS LOGGED BY. JODYMAUS PERCOLATION TEST PERFORMED BY: N/A COMMENTS: PERFORMED BY GEG, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P�RFOtRMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: it I'Li 12..3 6 (INCHES) 0