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HomeMy WebLinkAboutCREEKVIEW ESTATES Soils Tests S-11680Creekview Estates 511680 Soils Tests See the "Site Plan for Septic Reserve Sites" at the Onsite office GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS September 9, 2011 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Platted drainfield sites for Creekview Estates; Lots I to 6 and Septic Resere Area for Tract A (a subdivision of Tract B, Rexview Terrace) It is our understanding that the developer of the referenced property is in the process of finalizing this plat. It is our understanding the final mylar for the plat has been turned in and that all the signatures for final plat have been obtained. Lantech, the subdivision planners, have shown platted drainfield site on the plat for Lots 1 to 6. The platted drainfield sites are in the general are of the actual location, but the size and orientation of the platted drainfield sites are not shown accurately. In order to meet AMC 15.65.180 of the wastewater ordinance, we are proposing to use septic reserve area for Lots 3 to 6 and Tract A. For Lots 1 and 2, due to topography, slope concerns, and soils conditions, there is not enough area for the required septic reserve areas. In order to meet AMC 15.65.180 of the wastewater ordinance, we are proposing that 3 platted drainfield sites using Category 3 Nitrate reducing wastewater treatment systems be shown on the recorded plat. Attached is a site plan which shows the septic reserve area and the actual platted drainfields locations and the orientation in relation to slopes. In regards to Lots 1 and 2, we have designed these properties to support a 4 bedroom house. A plat · note should be placed on the recorded plat to limit the number of bedrooms for Lots 1 and 2 to 4 bedrooms. The following is a design narrative for each property which includes the design criteria, the surface water setbacks, topography information, and soils information: Proposed Lot 6 - TH#550 and TH#551 We have proposed using a septic reserve area for Lot 6. The percolation rate was found to be <1 minute/inch. Based upon the <1 minute/inch percolation rate which requires a sand filter, we are required to show a 12,000 sq.ft, reserve area. As can be seen on the attached site plan, we have shown a 12,000 septic reserve area. There are no surface waters within 100 feet of the septic reserve areas. The topography within the reserve area ranges between 10 to 15 percent slope running approximately northeast to southwest. In short, there are no slope concerns. Attached is a soil log which includes soils classifications, percolation data, and groundwater monitoring. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 Fax: (907) 338-3246 Website: www.garnessengineering.com Proposed Lot 5 - TH~552 We have proposed using a septic reserve area for Lot 5. The percolation rate was found to be <1 minute/inch. Based upon the <1 minute/inch percolation rate which requires a sand filter, we are required to show a 12,000 sq.ff, reserve area. As can be seen on the attached site plan, we have shown a 12,362 septic reserve area. There are no surface waters within 100 feet of the proposed platted drainfields. The topography 50 within the reserve area ranges between 10 to 15 percent slope running approximately northeast to southwest. In short, there are no slope concerns. Attached is a soil log which includes soils classifications, percolation data, and groundwater monitoring. Proposed Lot 4 - TH~554 We have proposed using a septic reserve area for Lot 4. The percolation rate was found to be 15 minute/inch. Based upon the 15 minute/inch percolation rate, we are required to show a 14,000 sq.ft, reserve area. As can be seen on the attached site plan, we have shown a 15,017 septic reserve area. There are no surface waters within 100 feet of the proposed platted drainfields. The majority of the topography within the reserve area ranges between 10 to 20 percent slope running approximately east/northeast to west/southwest. However, there is a small area within the reserve area that does have slopes that range between 30 to 40 percent. We have provided an additional 1,000 sq.ft, to the reserve area to compensate for this small area. Attached is a soil log which includes soils classifications, percolation data, and groundwater monitoring. Proposed Lot 3 - TH#555 We have proposed using a septic reserve area for Lot 3. The percolation rate was found to be 5 minute/inch. Based upon the 5 minute/inch percolation rate, we are required to show a 12,000 sq.ft, reserve area. As can be seen on the attached site plan, we have shown a 12,446 septic reserve area. There are no surface waters within 100 feet of the proposed platted drainfields. The topography within the reserve area ranges between 10 to 20 percent slope running approximately east/northeast to west/southwest. In short, there are no slope concerns. Attached is a soil log which includes soils classifications, percolation data, and groundwater monitoring. Proposed Lot 2 - TH#571 - 3 platted drainfleld sites using this design criteria Design Criteria: Number of bedrooms: 4 Gallons Per Day (GPD - maximum): 600___~ 'F// _~7/ ?,r ;~/~- Percolation Rate for TH#.5C~.~6~minute/inch Allowable Application Rate: 5.0 gpd/sq.ft.* Proposed Application Rate: 4.0 gpd/sq.ft.* Minimum Drainfield Sq. Ft.: 150 sq.ft. (Allowable - .1.90"sq.ft.) Drainfield Design: Maximum Depth: 5.5 feet Width: 5 feet 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garaessengineering.com Length: 21 feet (14 feet minimum) MO.A. Approved Sand Filter: N/A Effective Depth: 2 feet Reduction Factor: 0.70 Actual Sq. Ft.: 150 sq.ff. *Note: Based upon MOA approved Category III Nitrate Reducing Wastewater System. Surface Waters: As can be seen on the attached site plan, there are no surface waters within 100 feet of the proposed platted drainflelds. ToDo(~raohv: As can be seen on the attached site plan, the topography 50 feet below the drainfield ranges between 15 to 20 percent slope running approximately east to west. There is a slope greater than 25 percent east/southeast of the platted drainfields, however this slope is uphill of the platted drainfields. Given the general topography below runs east/northeast to west/southwest, it is our opinion that this slope is not a concern and should not be a factor on the installation. Soils Information: Attached is a soil log which includes soils classifications, percolation data, and groundwater monitoring. Proposed Lot '1 - TH#570 - 3 platted drainfield sites using this design criteria Design Criteria: Number of bedrooms: 4 Gallons Per Day (GPD - maximum): 600 Percolation Rate for TH#570:60 minute/inch Allowable Application Rate: 2.0 gpd/sq.ff.* Proposed Application Rate: 2.0 gpd/sq.ff.* Minimum Drainfield Sq. Ft.: 300 sq.ft. Drainfield Design: Maximum Depth: 4 feet Width: 5 feet Length: 53 feet ~ ~1~,,~/,~ o',~- M.O.A. Approved Sand Filter: N/A Effective Depth: 1 foot Reduction Factor: 0.87 Actual Sq.Ft.: 304 sq.ff. *Note: Based upon MOA approved Category III Nitrate Reducing Wastewater System. Surface Waters: As can be seen on the attached site plan, there are no surface waters within 100 feet of the proposed platted drainfields. Tooo(3raDhv: As can be seen on the attached site plan, the topography 50 feet below the drainfield ranges between 15 to 12 percent slope running approximately north to south. There is a 20 foot access easement across Lot 2 for access to Lot 1 for a driveway that is below the platted drainfields. It is our opinion that the driveway for Lot 1 will require filling and grading the area below the platted drainfields so that there will be 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com no slopes or cutbanks 50 feet downhill from the platted drainfields. In short, following placement of fill for the driveway, there should be no slope concerns. Soils Information: Attached is a soil log which includes soils classifications, percolation data, and groundwater monitoring. Tract A - TH#559, 563, 567, 568, & 569 - Septic Reserve Area We have proposed using a septic reserve area for Tract A. The percolation rates range from 1 to 30 minutes/inch. Based upon the 30 minute/inch percolation rate, we are required to show a 16,000 sq.ff, reserve area. As can be seen on the attached site plan, we have shown a 320 foot by 50 foot septic reserve area. The average topography in the area ranges from 5 to 20 percent slope running approximately east to west. There are designated wetlands near the reserve area, however, based upon our numerous site visits in the past years, no surface waters were found within 100 feet of this reserve area. See the attached soil logs which includes soils classifications, percolation data, and groundwater monitoring for each test hole. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assis~nce. II -~r~ffr~y A~/I a esl~..~ E., M.S. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com 6/29/2011 Mr. Jerry Weaver Community Planning and Development Municipality of Anchorage 4700 Elmore Drive Anchorage, Alaska, 99507 Re: Creekview Subdivision, Case S-11680 This memo is meant to show the developers compliance to Departments concern regarding septic construction in Phases 2 and 3, in regards to timing of construction (ref Condition of Approval No. 3). The developer guarantees that since the on-site septic systems for Phase 2 and 3 of Creekview Estates will be located on Phase 2, the developer will develop Phase 2 prior to Phase 3. Tony Hoffman, PLS Developers Representative/ LANTECH, INC, * SURVEYORS · PLANNERS · ENGINEERS ~=~=~==~-~ CONSULTANT~ & GENERAL CONTRACTORs SOILS REPORT AND ENGINEER'S EVALUATION FOR REXVIEW TERRACE S/D TRACT B PERORMED FOR: Jeff Regnart 15131 Oxford Bluff Circle Anchorage, Alaska 99515 Phone: 240-8978 PERORMED BY: Gamess Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507-1259 Phone: 907-337-6179 Fax: 907-338-3246 Website: www.gamessengineering .corn 3701 E Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337~6179 * Fax: (907) 338-3246 * Website: www.gamessengLneering.com GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS - . December 18, 2007 Jeff Regnart 15131 Oxford Bluff Circle Anchorage, Alaska 99516 Telephone: 240-8978 Ref: Test Holes for Rexview Terraces Subdivision; Tract B Per your request, we performed numerous test holes on the referenced property for the purpose of subdividing the property. A total of nineteen (19) test holes (see Section 2) and two (2) road boring (see Section 3) were excavated on the property. All test hole and road boring locations were staked by Lantech prior to excavation. Attached is a site plan which shows the actual test hole locations (see Section 4). The following is our engineering assessment of the property in regards"to-meetingthe wastewater disposal-requitement~ fbr'd~eldpin~ th-ei3i:opert~¢i · ' Seven test holes were excavated on the North side of Little Rabbit Creek. Test holes #550, 551, and 552 were found to be suitable for on-site septic systems and will require a 10,000 square foot septic reserve area for proposed Lots 1, 2, & 3. Two (2) test holes were excavated on proposed Lot 4. Test hole #553A was found to be unsuitable. However, Test hole #553B was found to be suitable for on-site septic system. One test hole was performed on each lot for proposed Lots 5 & 6 and suitable soils were encountered for on-site septic systems. Due to the poor soil conditions in Test Holes #553B, 554, and 555, we are recommending advanced wastewater treatment systems be utilized for Lot 4, 5, and 6. Three drainfield sites will be required for each property to be identified on the final plat in order to subdivide these properties. Twelve (12) test holes were excavated on the South side of Little Rabbit Creek. The following test holes were found to be unsuitable due to high groundwater levels: Test Holes #556, 557, 558, 561,562, and 564. No percolation tests were performed on these test holes due to water levels. Test holes #559, 563,565, 567, 568 and 569 were found to be suitable for wastewater disposal systems. In order to maintain the desired number of!ots, we are recommending that two (2) community wastewater systems be utilized to serve the remaining lets. We are proposing that proposed Lots 9, 8, 7, and 15 be served by a community wastewater system, and that proposed Lots 10, 11, 12, 13, and 14 be served by another community wastewater system. Due to large size requirement for a conventional type septic system, we are proposing that a Quarries Aerocell Treatment System be designed in order to reduce the drainfield size and also reduce the environmental impact to the properties. This type of system will first require Municipal approval to meet the platting requirements and ultimately will require approval of the State of Alaska's Department of Environmental Conservation (DEC) in order to construct and operate. 3701 E Tudor Road, Suite 101 * Anchorage, AK 9950%1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www. garaessengineering.com · 2he community sewer systems will require some type of association to collect fees from the homeowners in order to operate, maintain, and service the system. Both the Municipality and the State will need legal documentation that the system will be maintained and fully operational on a permanent basis. It has been a pleasure Working with you and we look forward to worldng with you on the design of this project. If you have any questions or require additional information please contact us at 337-6179., / Presid~ 3701 E Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www. garaessengineering.com ISOIL LOG - PERCO TION TESTI REXVIEW T[R~C[; TRACT B - PROPOSED LOT 6. CRE[KVI~W EST. LEGAL DESCRIPTION' ..... ORo Nmc ITEST HOLE 55q 1I :6"~':: GW CLaN GRAVEL :~:~;:?: AND SAND w/SMALL SOIL C~SSIFICATIONS ~: GH CL ,;:, ~ w/~RGE COBBLES, SM ' OH SC SEE ATTACHED DRAWING .o:,: ' MEDIUM COARSE ~ '/~': ~ND AFTER 6' · ~' DEPTH TO 7-- :::~ DATE :: GROUNDWATER 8' 10/19/07 ~.0.~, GRAVEL, WET GM 10~ 11 DATE READING CLOCK NET TIHE WATER LEVEL NET DROP ~ TIHE (HINUTES) READING (INCHES) ~ 10/29/2007 1 2:49 - 6- - 12~ i 2 2:55 4 0" 6" 13 -- 3 2:55 - 6- - 4 2:57 4 O" 6" 14 -- 5 2:57 - 6- - 6 ~:01 4 O" 6" PERCOLATION RATE <1 (HIN./INCH) PERC. HOLE DIA, 6 (INCHES) TEST RUN BETWEEN 4 FT. AND 4.5 FT. 20-- L~ A FOUR HOUR PRESOAK WAS PERFORHED: ~ YES ~ NO SOILS LOGGED BY:. SUSAN OSWALT PERCOLATION TEST PERFORHED BY: KYLE MAUS COHHENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTI~ THAT THIS WAS~E~FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DEPTH TO GROUNDWATER DATE 8' 10/19/07 6.6' 10/51/07 7.5' 10/7/08 GARNESS ENGINEERING GROUP, Ltd. · ~ '. E- 93 ,* ~.,~,~ -RFOR.EO FoR: EFr RE .AR'r DATE: ,0,,,,,007 % __ -- -- -- -- DEPTH ~:.~: (feet) ~5~:~ ORGANICS ITEST HOLE #551l SOIL CLASSIFICATIONS 2-- :.; ~: GW ~ ORG ' !:' :":~: ~ GP ,. ,,,,,,, ML ,~:. , .. GH CL · .: :.~:' .:, GC OL , :~:: OW/GP, GRAVEL AND o~ % SW ]~H :o ',:: , ~ SP CH 5-- SAND. LENS Or VEsR,Y :? ;d[~; LARGE ROCKS AT~ SJ"'J OH o SC SEE ATTACHED DRAWING DEPTH TO DATE 7'~: ~:: ~;: GROUNDWATER 8 ~ 4)10/19/07 :~ ,:: 7.5B' 10/5~/07 lO ~ ~.o.~. DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 -~ TIHE (MINUTES) READING (INCHES) J 10/29/2007 1 2:49 - 6- - 12 --~ 2 2:53 4 0" 6" 1,3 -- ,3 2:53 - 6- - 4 2:57 4 O" 6" 14 -- 5 2:57 6" _ 6 3:01 4 O" 6" 15-- 16-- 17-- 18- PERCOLATION RATE <1 (HIN./INCH) PERC. HOLE DIA, 6 (INCHES) 19- TEST RUN BETWEEN 4- FT. AND 4.5 FT. 20- -- A FOUR HOUR PRESOAK WAS PERFORHED: [] YES · NO SOILS LOGGED BY:. SUSAN OSWALT PERCOLATION TEST PERFORHED BY: KYLE MAUS COHHENTS: PERFORMED BY GE(;. Ltd. I, JEFFREY A. GARNESS. CERTIFY THAT THIS WAS ~PEI;~'ORMED IN ACCORDANCE WITH ALL STATE ANO MUNICIPAL (;UIDELINES IN EFFECT ON THIS DATE: DEPTH TO DATE GROUNDWATER 8' 10/19/07 7.58' 10/51/07 9' 10/7/08 LEOAL DESCR PT ON REXVlEW TERRACE; TRACT B - PROPOSED LOT 5, CREEKVlEW EST · DEPTH t ITEST HOLE #5521 1 ~ ORGANIC :~-': SOIL CLASSIFICATIONS 2 ~ GP ~ ML 3--]:.:~,.&i '~' GM,~, CL I, .*,',..-_~ ~ GP GC OL S ND GRAVEL AND F'~'-"~'?'t] LARGE ROCKS~, o, SW MH fi~: ~"~ SM OH 7 .i~:: ;: DEPTH TO DATE GROUNDWATER 8~*?- 8' 10/19/07 7.58' 10/31/07 TIGHT. WELL Il llll BONDED ROCKS 11 ---~ DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 12{ 10/29/2007 1 3:16 - 6- - 2 3:19 3 O" 6" 1~ 3 5:20 - 6,, _ 4 3:23 3 O" 6" 14 5 3:24 - 6" 6 3:27 3 0" 15 16 17 18 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 4 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERPORHED: ~] YES · NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: KYLE MAUS COMMENTS: PERFORMED BY GEG. Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THiS WAS PERfOrMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: c~/,~// DEPTH TO DATE GROUNDWATER 8' 10/19/07 7.58' 10/31/07 9' 10/7/08 -FPTH ITEST HOLE #553AI ~GP ~ ML GM CL GC OL o ~, SW [[J]~ MH ~ SP~ CH SM ; OH DENSE GM/ML,, SC SEE ATTACHED DRAWING COBBLES TO 5 DEPTH TO BATE GROUNDWATER DRY 10/23/07 DRY 10/31/07 DRY 11/23/07 DRY ~ 0/7/08 10--~.- ~ DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 10/30/2007 1 11:00 - 6- - 12 (4.0-4.5) 2 3:00 240 6" 0" 13 EXCAVATED NEW BENCH ON 11/22/07. ATTEMPTING NEW PERK· 14 I 1/23/2007 1 10:00 - 6,, _ (3-073.5) 2 2:00 - 6" O" 1 5 t 3 4:00 -- 6" 0" 16 PERKS INFLUENCED BY SURFACE RUNOFF INTO BENCH. 17~ EXCAVATING NEW TEST HOLE. SOILS MAY BE IMPERMEABLE. PERCOLATION RATE - (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 1 9~ TEST RUN BETWEEN 4.0/3.0 FT. AND 4.5/3.5 FT. 20 ~ A FOUR HOUR PRESOAK WAS PERFORHED: · YES BI NO SOILS LOGGED BY:. SUSAN OSWALT PERCOLATION TEST PERFORMED BY: KYLE MAUS COMNENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A, GARNESS, CERTIFY THAT THIS WAS ~'EI~-ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: GARNESS ENGINEERING GROUP, Ltd LEOAL DESCRIPTION' REXVIEW TERRACE; TRACT B - PROPOSED CREEKVIEW ESTATES ),.~ -~(~el Ir~ R A~O( [ness..- ' "(~. -. CE 7 u ,,' PERFORMED FOR: JEFF REGNART DATE:~~"_'I/(~];~/~ ...'_~'¢/ DEPTH ~ (feet) ITEST HOLE #553BI iORGANIC SOIL CLASSIFICATIONS REDDISH TAN ~ GP ~ ML GC OL i o ~, SW MH ~ SP CH SM , OH SC SEE ATTACHED DRAWING DENSE COBBLES TO DEPTH TO DATE GROUNDWATER DRY 12/11/07 DRY 12/12/07 DRY 10/7/08 10 11 DATE READING CLOCK NET TIHE WATER LEVEL~ NET DROP TIME (MINUTES) READING (INCHES) 10/50/2007 1 ,3:15 - 6" 12 (2.0-2.5) 2 5:45 30 O" 6" 13 3 3:45 - 6" 4 4:15 30 O" 6" 14 5 4:15 - 6" 6 4:45 30 O" 6" 15 16 UNABLE iTO PERFOiRM PERCOLATION TEST IN iLOWER BENCH DiUE TO 17 SURFACE RUNOFF RUNNING INTO BENCH. SOILS MAY BE IMPERMEABLE. 18 PERCOLATION RATE 5 (PIIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 2.0/4.0 FT. AND 2.5/4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORHED: · YES [] NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORHED BY: KYLE UAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PF_/RF(~RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~'1 DEPTH TO DATE GROUNDWATER DRY 12/11/07 DRY 12/12/07 DRY 10/7/08 LEGAL DESCRIPTION' REXVIEW TERRAC¢' TRACT" - PF~OPOSED LOT 4. CREEj~V'[W EST, · t~,~ ~t I~E-~95~ .' ~/ (¢,.t) ITEST HOLE 554I 1 i ORGANIC SOIL C~SSIFICATIONS GM CL 4 1 GC OL ~ ~ SW MH ' · SP CH 5i SM OH SEE ATTACHED DRAWING SC 8 1 DENSE G~/~L **NOTE: REBENCHED LOWER BENCH ON w/POCKETS DEPTH TO DATE 8/~/~ 1. A~E~PTED PERK TEST ON 71 OF SAND. GROUNDWATER 8/2~/~. SOILS ~OIST BELOW 4 FEET. NO WATER ADDED TO PERK HOLE. 8~ DRY 10/23/07 PERK HOLE FILLED WITH ~ INCHES OF DRY 10/~1/07 WATER IN 4 HOUR ~ERIOD. SOIL IS NOT I~PER~BLE BASED UPON g-- 7' ~o/7/o8 'R~ERSE PERK" NETHOD. 10 ~ DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 10/~0/2007 1 2:~5 - ~" - 12 (2.0-2.5) 2 ~:25 30 4" 13 ~ 3:25 - ~" ~ 3:55 ~0 4" 2" 1~ 5 3:55 - ~ 4:25 30 4" 2" 15 17 SURFACE RUNOFF RUNNING INTO BENCH. ~g~L~ ~.~)i:' ~ ~.{F~R:~:~LE. ** 18 PERCOLATION RATE 15 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 2.0/4.5 FT. AND 2.5/5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ~ YES ~ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: KYLE MAUS COHMENTS: PERFORMED BY GEG, Ltd. I. JEFFREY A. GARNESS, CERTI~ THAT THIS W~/PE~FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DEPTH TO DATE GROUNDWATER DRY 10/25/07 DRY 10/31/07 7' lO17/o8 6' 8/29/11 GARNESS ENGINEERING GROUP, Ltd. FF~',,n~-H~F "-~. ~ SOIL LOG - PERCOLATION TESTI ' .~;.1~ ...... ..l ......... J. ' ~i$J/'.~ CErTep3 -' ~/ PERFORMED FOR: JEFF RE6NART DATE' 0/2~/2007 ~_ ~..~-/~..-" &< ~J · .~" . .." 0~ DEPTH I ' ~ (~,ot) ITEST HOLE ~555J 1 I ORGANIC SOIL C~SSIFICATIONS 2 1 GW ~ ORG SM w/~RGE ..... 3-- ROCKS ~ GP ~ HL GM CL 4 -- GC~ OL ~ o, SW ' MH 5~ · · ,, SP CH  SH OH SEE ATTACHED DRAWING 6-- SC · *NOTE: REBENCHED LOWER BENCH ON GM/ML 8/6/11. A~EMPTED PERK TEST ON 7- DEPTH TO DATE GROUNDWATER 8/29/11. SOILS MOIST BELOW 4 FEET. NO WATER ADDED TO PERK HOLE. 8-- DRY 10/23/07 PERK HOLE FILLED WITH 1/2 INCH OF DRY 10/31/07 WATER IN 4 HOUR PERIOD. SOIL IS NOT IMPERM~BLE BASED UPON 9 DRY 8/29/11 "R~ERSE PERK" METHOD. 10 11 DATE READING CLOCK NET TIME WATER LEVEL' NET DROP TIME (MINUTES) READING (INCHES) 10/30/2007 1 2:50 - 6- - 12 (2.0-2.5) 2 3:20 30 O" 6" 13 3 3:20 - 6- - 4 3:50 30 0" 6" 14 5 3:50 - 6" - 6 4:20 30 0" 6" 15 16 UNABLE iTO PERFOiRM PERCO~ION TEST IN iLOWER BENCH ~UE TO 17 SURFACE RUNOFF RUNNING INTO BENCH. ~g;L~ :.:.T:' ~ ;;.~2~2~L~. ** 18 PERCOLATION RATE 5 (MIN,/INCH) PERC. HOLE DIA, 6 (INCHES) 19 TEST RUN BETWEEN 2.5/~.0 FT. ~D 3,0/4,5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: I YES ~ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: KYLE MAUS COHHENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTI~ THAT THIS WAS/P~FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~J~/jl DEPTH TO DATE GROUNDWATER DRY 10/23/07 DRY 10/31/07 DRY 8/29/11 ISOIL LOG STI ORGANIC ITEST HOLE SM SOILS LOGGED BY: COHHENTS: SOIL CLASSIFICA_.ITIONS ORG ML CL OL NH CH OH SC DEPTH TO GROUNDWATER DATE 2' 10/24/07 2.5' 10/31/07 SEE ATTACHED DRAWING DATE READING PERCOLATION RATE TEST RUN BETWEEN CLOCK TIME NET TIHE (HINUTES WATER LEVE READING NET DROP (INCHES) - (MIN./INCH) PERC. HOLE DIA. 6 (INCHE~ FT. AND FT. A FOUR HOUR PRESOAK WAS PERFORHED: [] YES [] NO SUSAN OSWALT PERCOLATION TEST PERFORHED BY: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ORGANIC SOIL C LAS SI F.______JICATIO N S OM/ML GP ML GM CL GC GL GM SW MH VERY MOIST SP CH SM OH SC SP GRAY SAND AND GRAVEL, SOME LARGE ROCKS DEPTH TO GROUNDWATEF DATE WEEPS @ 3',5',6' 10/24/07 1.8' 10/31/07 SEE ATTACHED DRAWING SOILS LOGGED BY: COHMENTS: SUSAN OSWALT DATE READING CLOCK TIME PERCOLATION RATE - (PIIN./INCH) TEST RUN BETWEEN FT, AND A FOUR HOUR PRESOAK WAS PERFORMED: PERCOLATION TEST PERFORHED BY: I NET TIME WATER LEVEL NET DROP (MINUTES READING (INCHES) PERC. 'HOLE DIA. FT. [] YES [] NO (INCHES PERFORMED BY OEO, Ltd. I, JEFFREY A, GARNESS, CERTIFY THAT THIS WAS ~ERFqRMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: =~' ~'/e ~'/- -'-~ '"' '"':' '" ISOlL LoG -PERCOLATION TESTJ ORGANIC JTEST HOLE ~558J SM/GM SOIL CLASSIFICATIONS ORG ML CL OL MH CH OH SC DEPTH TO GROUNDWATER DATE DRY 10/24/07 3.25' 10/31/07 SEE ATTACHED DRAWING SOILS LOGGED BY: COMMENTS: DATE READING CLOCK TIME NET TIME (HINUTES) WATER LEVEl READING PERCOLATION RATE - (HIN./INCH) PERC. HOLE DIA. TEST RUN BETWEEN - FT. AND FT, A FOUR HOUR PRESOAKWAS PERFORMED: [] YES [] NO SUSAN OSWALT PERCOLATION TEST PERFORHED BY: - NET DROP (INCHES (INCHES) PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS iDERF(~RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: )Z~/)~/D~z~ ~:~)RDMEESDCRj~"ONDEPTH ~' ..... ~Ji~ T~TRRACE' PTREARcTC ~O LATp~°OpN°s2TS~A~~ ITEST HOLE #5591 12~!! ORGANIC SOIL CLASSIFICATIONS 4 SU GC OL o o~ SW MH 5 ~ SP CH  DEPTH TO DATE 7 ' GROUNDWATER i WEEPS @ 4',6',10' 10/24/07 B.5' ~0/`31/07 ML, SM LENSES 10 1~ DATE READING CLOCK NET TINE WATER LEVEL NET DROP TINE (NINUTES) READING (INCHES) 11/1/2007 1 2:45 6" - 12 2 .3:1S `30 5" 1" 1`3 `3 5:15 6" - 4 3:45 `30 5" 1" 14 5 5:45 - 6,, _ 6 4:15 30 5" 1" 15 16 17 18 PERCOLATION RATE `30 (MIN./INCH) PERC, HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 5.5 FT. AND 4.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORHED: ~ YES ~ NO SOILS LOGGED BY:. SUSAN OSWALT PERCOLATION TEST PERFORHED BY: KYLE MAUS COHHENTS: PERFORMED BY GEG, Ltd. I, dEFFREY A. GARNESS, CERTI~ THAT THIS WAS~E~FORMED IN ACCORDANCE WITH ALL STATE ANO MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~]~1~ DEPTH TO DATE GROUNDWATER WEEPS @ 4',6',10' 10/24/07 8.5' 10/31/07 GARNESS .ENGINEERING GROUP, Ltd. LEGAL DESCRIPTION:. REX'VIEW TERRACE; PERFORMED FOR: JEFF REGNART LABORATORY TESTS z F~ LOG1 TRACT B DATE: 10/25/2007 /ROAD BORINC PT 560~ CS SM & HL WITH SOHE GRAVEL SM HL SEE ATTACHED SITE PLAN SOIL CLASSIFICATIONS .... ;"~':~ ML OL °, HH CH OH SC DEPTH TO GROUNDWATER DATE SEEPS ~ 4.5' 10/25/07 SOILS LOGGED BY: SUSAN OSWALT COMMENTS: _. ZZZZZzzzZ ~ d d d d ¥ d d d d ZZZZZzZZZ oo o o o o o o o o ~o -I . -. ~... ! '.~J. ~ .?~ARNESS ~NGINEERING GROUP, Lt~l.~-~ff,%.~."'."J j.~,.]",~?~0~ JSOIL LOG - PERCOLATION TESTJ ' ' ~....~ ,-*~__ .~'~J~ I ~ LEGAL '" ~ ' ....~ 'q.~hqb~" &-~/ ORGANIC JTEST HOLE ~561~ ' ~~"rofeSS[O~ SOIL C~SSlFICATIONS GM  ORG ML HL gL Gu OL HH gH DH SC DEPTH TO GROUNDWATER DATE 5' 10/25/07 1.25' 10/51/07 SEE ATTACHED DRAWING SOILSLOGGEDBY: COHHENTS: DATE READING PERCOLATION RATE TEST RUN BETWEEN CLOCK NET TINE TIHE (MINUTES) WATER LEVEL READING - (HIN./INCH) PERC. HOLE DIA. - FT. AND - FT. A FOURHOUR PRESOAK WAS PERFORHED: [] YES [] NO SUSAN OSWALT PERCOLATION TEST PERFORHED BY: - NET DROP (INCHES) '1 (INCHES PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PEfRFO/RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~2-[1~[0'~ GARNESS ENGINEERING GROUP, Ltd ~;~+~ CONSULTANTS & GENE~L CONT~CTORS ..... ~ FSOlL LOG - PERCOLATION TESTI · ////~[ ' ...... .... ORGANIC ~TEST HOLE ~562~ SOIL C~SSIFICATIONS OM/ML CL w/GRAY SAND OL M~XED IN HH CH OH SC DEPTH TO GROUNDWATER DATE IN ORGANICS 10/2.5/07 0.5' 10/31/07 SEE ATTACHED DRAWING SOILS LOGGED BY: COMMENTS: DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) PERCOLATION RATE TEST RUN BETWEEN - (MIN./INCH) PERC. HOLE DIA. - FT. AND - FT. A FOUR HOUR PRESOAK WAS PERFORMED: [] YES [] NO SUSAN OSWALT PERCOLATION TEST PERFORMED BY: - 6 (INCHES PERFORMED BY GLO. Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS~ PE~RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: IZ./trl/o'-7~ GARNESS ENGINEERING GROU , L . ~""~c~rH//~[" '".cT'q~\ msomL LOG - PERCOLATION TESTI LEGAL DESCRIPTION: REXVIEW TERrace; TRACT . - PROPOSED TraCT A, CREEKVi[W Esr. (feet) ORGANIC ITEST HOLE w/COBBLES TO SOIL C~SSIFICAIIONS 4-- [, '~ ., SW MH };. · .., SP CH SM OH ~ SC SEE ATTACHED DRAWING ~ DEPTH TO DATE 7-- ~ GROUNDWATER 8-- ~. 14' 10/24/07 ;~ D~Y ~0/3~/07 9-- ;~ SP/m 10-- ~, DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 TIME (MINUTES) RE'lNG (INCHES) ~ 11/1/2007 1 2:40 - 12-- ~ 2 3:10 30 O" 6" '~' 3 5:10 - 6" 13-- ~ 4 5:40 50 0" 6" 14-- 5 3:40 - 6- - 6 4:10 50 0" ~5~ ~8 ~ERCOLAIION RATE 5 (~IN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 lEST ~N BETWEEN 6 FT. IND 6.5 FI. 20 A FOUR HOUR PRESOAK WAS ~ERFORHED: I YES ~ N0 SOleS ~OGGED BY:. SUSAN OSWALI ~ERCOLATION TESI ~E~F0~ED 8~: KYL[ aAUS CONHENTS: WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECI ON THIS DATE: DEPTH TO DATE GROUNDWATER 14' 10/24/07 DRY 10/31/07 GARNESS ENGINEERING GROUP, Ltd. JSOIL LO(? - PERCOLATION TESTJ LEGAL DESCRIPTION: REXVIEW TERRACE; TRACT B PERFORMED FOR: JEFF REGNART DATE: 10/25/2007 SOILS LOGGED BY: CONHENTS: ORGANIC SM SAND AND GRAVEL WET ITEST HOLE #5641 SOIL CLAS.~SIFICATION S ORG NL CL OL NH CH OH SC DEPTH TO GROUNDWATER DATE 4' 10/25/07 2.33' 10/51/07 DATE READING CLOCK TINE SEE ATTACHED DRAWING NET TIP1E (HINUTES) WATER LEVEL READING NET DROP (INCHES) PERCOLATION RATE - (MIN./INCH) PERC. HOLE DIA. 6 (INCHES TEST RUN BETWEEN FT. AND FT. A FOUR HOUR PRESOAK WAS PERFORMED: [] YES SUSAN OSWALT PERCOLATION TEST PERFORMED BY: [] NO PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ,PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: F~,/IcT/~,'"~ JSOIL LOG ~OLA~ON TESTJ ' ~..M..~./~I ........ LEGAL DESCR PTION' RENEW TER~CE; TRACT B "~ ' "~'~':'" '~ IT sT OLE BENC I SOIL C~SSIFICATIONS ORG HL CL OL HH CH OH SC DEPTH TO GROUNDWATER DATE WEEPS 0 12',13.5' 10/25/07 DRY 10/31/07 DRY 11/1/07 SEE ATTACHED DRAWING DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 11/1/2007 1 2:`30 - 6" - 2 5:00 50 O" 6" 3:00 3:30 30 3:.30 - 6" - 4:00 30 0" 6" SOILS LOGGED BY:. COMMENTS: PERCOLATION RATE 5 (HIN./INCH) PERC. HOLE DIA. 6 TEST RUN BETWEEN 2.0 FT. AND. 2.5 FT. A FOUR HOUR PRESOAK WAS PERFORMED: [] YES [] NO SUSAN OSWALT PERCOLATION TEST PERFORHED BY:. KYLE MAUS (INCHE~ PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ~ERFgRMEo IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: GM SM SOIL CLASSIFICATI, )NS GP ML GM CL GC OL SW MH SP CH SM OH SC DEPTH TO GROUNDWATER DATE WEEPS @ 12',13.5' 10/25/07 DRY 10/31/07 DRY 11/1/07 SEE ATTACHED DRAWING DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 11/1/2007 1 2:,55 - 6" - 2 3:05 30 O" 6" 3 ,5:05 - 6" - 4 3:35 50 O" 6" 6 3:35 4:05 30 SOILS LOGGED BY: COMMENTS: PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 .(INCHES TEST RUN BETWEEN 5.0 FT. AND 5.5 FT. A FOUR HOUR PRESOAKWAS PERFORMED: · YES [] NO SUSAN OSWA~ PERCOLATION TEST PERFORMED BY: KYLE UAUS PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P~RFOI~MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: LEGAL DESCRIPTION:, REXVIEW TERRACE; T PERFORMED FOR: JEFF REGNART LABORATORY TESTS z .~' GARNESS ENGINEERING GROUP, Ltd TRACT 8 DATE: 10/25/2007 [ROAD BORING PT 5661 PEAT/ ORGANICS SM GM SEE ATTACHED SITE PLAN SOIL CLASSIFICATIONS ORG ML CL OL CH OH SC DEPTH TO GROUNDWATER DATE SEEPS © 5.0' 10/25/07 SOILSLOGGEDBY: SU~N OSWALT COMMENTS: GARNESS ENGINEERING GROUP, Ltd. ~.~...':'..~c/r,..,,.-..~--- ISOIL LOG - PERCOLATION T£STI .~...[/.[)~ ..... ;Ii LEGAL DESCRIPTION: REXVI£W IERRACE; TRACT B- PROPOSED TRACT A, CREEKVlE~'/ £ST. ....~/'/__ CE1795~ ~.~,. '. CE- 95 ..' . .. DEPIH ~ (f7t)_,~ .... OROAN,C ITEST HOLE #567I SM/ML SOIL CLASSIFICATIONS __ ~ GP ML 4--' "' GC 0I ,'-'. SW MH 5--""' · ., SP CH ,'-' SM OH $__ ,'-" SC SEE ATIACHED DRAWING 7--""' SP-SM WITH DEPTH TO DATE '°-', SOME GRAVEL GROUNDWATER 8 --"" ' 9.5' 11/20/07 i!iII III 7.3' 11/27/07 10__%', "" CLOCK NET TIME WATER LEVEL NET DROP 11~'"' DATE READING TIME (MINUTES) READING (INCHES) 12 -- B.o.I~ ] 1/23/2007 1 12:00 - 8" - 2 12:05 $ 0" 6" 1.3 _ / 3 12:06 - 6- _ 4 12:12 6 O" 6" 14-- 5 12:12 6" - 6 12:18 6 O" 6" 15-- 16-- 17- 19- PERCOLATION RATE 1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20-- A FOUR HOUR PRESOAK WAS PERFORMED: · YES [] NO SOILS LOGGED BY: dODY klAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, dEFFREY A. GARNESS, CERTIFY THAT THIS WAS I~ERJrORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~ DEPTH TO DATE GROUNDWATER 9.5' 11/20/07 7.3' 11/27/07 .../. GARNESS ENGINEERING GROUP, Ltd. msomL LOS - PERCOLATION TESTI -- -- ~ (feet),1_ =- OROANIC ITEST HOLE ~5681 SM/~L SOIL C~SSIFICATIONS 2I ~"'~~ ~ GP ~ HL ,'-', GM CL 4 _ ,'-', G C OL ,','. % ~, SW MH ,'-'. ~ SP CH ,'-' SM OH *-' SC SEE ATTACHED DRAWING ~"' SP-SM ~ITH DEPTH TO 7 I ~ I'' DATE ,%" SOME GRAVEL GROUNDWATER 8 -- ~'e" 11' 11/20/07 ,'.' 8' 11/27/07 lO-- f~, DATE READING CLOCK NET TIME WATER LEVEL: NET DROP 1 1 I ,',' TIME (MINUTES) READING (INCHES) %,. 1/23/2007 1 2:30 - 'e' 2 ~:00 6 13 ~ 3 ~:00 - 6" 4 3:30 6 2" 6 ~:00 6 2" 15-- 16-- 17" I~-- PERCOLATION RATE 7.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19- TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20- ~ A FOUR HOUR PRESOAK WAS PERFORMED: I m SOILS LOGGED BY:. JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFR~ A. GARNESS, CERTI~ THAT THIS WASpE~ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DEPTH TO DATE GROUNDWATER 11' 11/20/07 8' 11/27/07 ~,~, .,' ,~ PERFORMED FOR: JEFF RE,NART DATE:~~?/ ~5-15~" ~'~/ DEPTH ~ (~t) O~C~"~C ~TEST HOLE ~569~  ~ SOIL C~SSIFICATIONS ~'~ ~' GW ~ ORG ~ GP ~ ML  GM ~ CL gC Ol  % ~SW MH SP CH SM OH SC SEE ATTACHED DRAWING su W~TH UL DEPTH TO DATE LENSES GROUNDWATER THROUGHOUT DRY ~ 1/20/07 D~ ~ 1/2~/07 10 11 DATE READING CLOCK NET TIME WATER LEVEL' NET DROP TIME (MINUTES) READING (INCHES) ~3 PERCOLATION RAT~ - (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 4.0 FT. AND 4,5 FT. 20 A FOUR HOUR PRESOAK W~ PERFORMED: ~ YES ~ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTI~ THAT THIS WAS ~ER~ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~/~/(~ DEPTH TO DATE GROUNDWATER DRY 11/20/07 DRY 11/27/07 CON~ULTAN~&GENE~LCONT~CTORS~ ~;:*.. ~.~.~.., ' ~. ~) . REXVI~ TERRACE; T~CT B - PROPOSED LOT , CREE~IEW EST · G s. ~ DEPTH ~ (feet) ITEST HOLE ~5701  ORGANICS SOIL C~SSIFICATIONS ::,:*,~': GP ML GM ~ GM i CL GC OL  ~ ~, SW MH ~ SP CH SM OH SEE ATTACHED DRAWING SC DEPTH TO DATE ~GROUNDWATER DRY 10/24/08 9' 1 I/5/08 GM OR ML 10 ~ DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 12 10/27/08 1 4:50 - 6,, _ 2 5:00 50 5.5" 0.5" 15 5 5:00 6" - 4 5:50 50 5.5" 0.5" 14 5 5:30 6" _ 6 6:00 50 5.5" 0.5" 15 16 17 ~ 18 PERCO~TION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 5 FT. AND 6 FT. 20 A FOUR HOUR PRESO~ WAS PERFORHED: ~ YES ~ NO SOILS LOGGED BY:. JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS COHMENTS: RECOMMEND ADVANCED WASTEWATER TREATMENT SYSTEM BE USED. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTI~ THAT THIS WAS ~ER~RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~/~ll DEPTH TO DATE GROUNDWATER DRY 10/24/08 9' 11/3/08 GARNESS ENGINEERING GROUP, Ltd ~":~r~ ISOIL LO(; - PERCOLATION TESTI LEGAL DESCRIPTION' REXVIEW TERRACE; DEPTH ~ (,.,t) ITEST HOLE #57~1 i ~ ORGANICS SOIL CLASSIFICATIONS :;:~:'::~., GW ::.::.:.: ORG  GM CL GC OL i °o o SW MH · SP CH SM ~ · OH SEE ATTACHED DRAWING SC GM DEPTH TO DATE GROUNDWATER DRY 8/26/11 , DRY 8/29/11 10 11 DATE READING CLOCK NET TINE WATER LEVEL NET DROP TINE (NINUTES) READING (INCHES) 12 8/29/11 1 3:11 - 6- - 2 ~:41 50 0.5" 5.5" 13 ~ 5:41 - 6- - 4 4:11 .30 1" 5" 14 5 4:11 - 6,, _ 6 4:41 .30 1" 5" 15 16 17 18 PERCOLATION RATE 6 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 4 FT. AND 5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: · YES [] I~O SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: PIERCE BLEWETT CONNENTS: RECOMMEND ADVANCED WASTEWATER TREATMENT SYSTEM BE USED. PERFORMED BY CEO, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS .*°EI~FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DEPTH TO DATE GROUNDWATER DRY 8/26/11 DRY 8/29/11 ~ TH~-i~"52 ~ TH-~551 LOT 4 LOT 3 2~ RICKY ROAD TH#550~ LOT I LOT 2 / TH#5,'~J LOT I 2