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HomeMy WebLinkAboutBEAR RIDGE S11082Onsite File A larger wman view WITM i H ..ocations is on GARNESS ENGINEERING GROUP 9 y CONSULTANTS & GENERAL CONTRACTORS» r 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Phone (907)337-6179 * Fax (907)338-3246 * Website: garnessengineering.com mi - 9 1'110) D GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS = - The proposed subdivision is located in Eagle River, Alaska, off Eagle River Road at approximately mile 11. The current legal description of the properties being subdivided is Teri Subdivision, Addition No. 2, Tract A& W'/Z, NW %4, NW %, & NW %4, NW 1/4, SW %, NW %4, & W'/2, E'/Z, NW %, SW A NW '/4, Section 33, T14N, R1 E, & Section 4, T13N, R1 E, S.M. Please see Section 5, showing the subdivision layout. The following is a summary regarding both the aquifer test, the subdivision test holes, and septic reserve area. SUBDIVISION AQUIFER TEST The aquifer test is one criterion of many for subdivision development. The purpose of an aquifer test is to verify and demonstrate that there is sufficient water in the aquifer to support the entire subdivision without affecting surrounding wells in the area. WELL CONSTRUCTION A well currently exist on proposed Lot 8; Bear Ridge Subdivision. Two additional exploratory wells were drilled in the proposed subdivision, one on proposed Lot 5 and the other on proposed Lot 11 See site map in Section 5 for well locations. All wells were drilled with an air rotary drill rig and are constructed of 6 -inch diameter steel casings. The wells were grouted with bentonite and disinfected with chlorine upon completion. The well logs are attached to this report and can be found in Section 2. The following is a summary of the well log data. The existing well located on the proposed Lot 8 (NW %4 of Section 4, T1 3N, R1 E) was drilled on July 3, 1998 by Sullivan Water Wells. The well was drilled to a total depth of 201 feet bgs (below ground surface) with the static water level to be at 109 feet below the top of the casing. According to the well driller, the recovery rate was found to be 30 gpm (gallons per minute) upon completion. The new well located on proposed Lot 5 was drilled on August 3, 2004 by Sullivan Water Wells. Bear Ridge Subdivision Aquifer Test and Septic Reserve Areas 1 September 10, 2004 .'; Municipality of Anchorage Department of Development Services On-site Drinking Water and Wastewater Department "'•"' " "'• """"""• . ..... eff y ch r Garn ss. 4700 Bragaw Street Anchorage, AK 99507 E-7 Attn: Dan Roth ` �'o •., ' �'� Subject: Bear Ridge Subdivision Aquifer Test and Wastewater Reserve Areas��,� Dear Mr. Roth, Garness Engineering Group, Ltd. (GEG) has been hired by Joe Cizek, the owner and developer of the property, to coordinate and evaluate the aquifer tests for the proposed Bear Ridge Subdivision (preliminary plat under Cizek S/D). Also the owner hired GEG to perform test holes and create a septic reserve site map for the referenced subdivision. The proposed subdivision is located in Eagle River, Alaska, off Eagle River Road at approximately mile 11. The current legal description of the properties being subdivided is Teri Subdivision, Addition No. 2, Tract A& W'/Z, NW %4, NW %, & NW %4, NW 1/4, SW %, NW %4, & W'/2, E'/Z, NW %, SW A NW '/4, Section 33, T14N, R1 E, & Section 4, T13N, R1 E, S.M. Please see Section 5, showing the subdivision layout. The following is a summary regarding both the aquifer test, the subdivision test holes, and septic reserve area. SUBDIVISION AQUIFER TEST The aquifer test is one criterion of many for subdivision development. The purpose of an aquifer test is to verify and demonstrate that there is sufficient water in the aquifer to support the entire subdivision without affecting surrounding wells in the area. WELL CONSTRUCTION A well currently exist on proposed Lot 8; Bear Ridge Subdivision. Two additional exploratory wells were drilled in the proposed subdivision, one on proposed Lot 5 and the other on proposed Lot 11 See site map in Section 5 for well locations. All wells were drilled with an air rotary drill rig and are constructed of 6 -inch diameter steel casings. The wells were grouted with bentonite and disinfected with chlorine upon completion. The well logs are attached to this report and can be found in Section 2. The following is a summary of the well log data. The existing well located on the proposed Lot 8 (NW %4 of Section 4, T1 3N, R1 E) was drilled on July 3, 1998 by Sullivan Water Wells. The well was drilled to a total depth of 201 feet bgs (below ground surface) with the static water level to be at 109 feet below the top of the casing. According to the well driller, the recovery rate was found to be 30 gpm (gallons per minute) upon completion. The new well located on proposed Lot 5 was drilled on August 3, 2004 by Sullivan Water Wells. Bear Ridge Subdivision Aquifer Test and Septic Reserve Areas 1 The well was drilled to a total depth of 164 feet bgs (below ground surface) with water flowing out the top of the casing. According to the well driller, the recovery rate was found to be 40 gpm (gallons per minute) upon completion. The new well located on proposed Lot 11 was drilled on August 4, 2004 by Sullivan Water Wells. The well was drilled to a total depth of 182 feet bgs (below ground surface) with water flowing out the top of the casing. According to the well driller, the recovery rate was found to be 20 gpm (gallons per minute) upon completion. AQUIFER TESTS The aquifer tests were completed on August 18, 2004 by Jim Sullivan with Arctic Pump & Well, Inc. Water level indicators were used to measure the level in each of the wells during testing. Test #1 was performed on the well located on Lot 11 while monitoring water levels in observations wells on Lots 5 and 8. Test #2 was performed on the well well located on Lot 5 while monitoring the well located on Lots 8 and 11. During both aquifer tests, the ground water recharge was so significant that it was impossible to get 70% draw down; therefore, the Municipality of Anchorage On-site Division granted GEG permission to have two 6 -hour tests conducted in place of the required 24-hour tests. Aauifer Test #1 Mr. Sullivan installed a pump in Lot 11 well at a depth of 42 feet bgs. The pump was turned on and ran for a total of 12 minutes at a flow rate of 23 gpm which caused the water level to drop to the intake of the pump. Mr. Sullivan than lowered the pump to a depth of 105 feet bgs. The pump was than turned on a ran for a total of 190 minutes with the flow rate fluctuating between 17.6 and 23 gpm which caused the water level in the casing to drop to the pumping level. At this point, the flow was continuously ran at 20 gpm for an additional 170 minutes with the water level staying at the pumping level. Throughout the test, the well on Lot 5 was monitored and found that the well was flowing out the top of the casing at a rate of 18.75 gpm during the entire testing period. The well located on Lot 8 was also monitored during the test and found the water level in the casing never varied from 114 feet btc. At the end of the 6 hour well test, the pump was shut off and recovery readings were taken. In 20 minutes and 26 seconds, the well completely recovered from the pumping level and was flowing over the top of the casing. Aauifer Test #2 Mr. Sullivan installed a pump in Lot 5 well at a depth of 42 feet bgs. The pump was turned on and ran for a total of 360 minutes at a flow rate of 25 gpm. The first 20 minutes of pumping at this rate caused the water level to drop to 33 feet, 1 inch btc. The remaining 320 minutes of pumping at this rate caused the water level to drop to 34 feet, 10 inches, a drop of 1 foot 9 inches from the 20 minute reading. Throughout the test, the well on Lot 11 was monitored and found that the well was flowing out the top of the casing at a rate of 10 gpm during the entire testing period. The well located on Lot 8 was also monitored during the test and found the water level in the casing never varied from 114 feet btc. At the end of the 6 hour well test, the pump was shut off and recovery readings were taken. In 2 minutes and 28 seconds, the well completely recovered from the pumping level and was flowing over the top of the casing. CONCLUSIONS Both tests indicated a minimal affect on the observation wells while pumping the central well at 20 & 25 gallons per minute for a six -hour duration. After the well flow tests, the wells did fully recover. Based upon this data, it is our conclusion that drinking water wells will not have a significant impact on neighboring wells and that there is sufficient water to service the wells for single-family homes. Bear Ridge Subdivision Aquifer Test and Septic Reserve Areas 2 SEPTIC RESERVE AREAS AND TEST HOLES FOR SUBDIVISION TEST HOLES A total of 14 lots are being proposed to be served by a private on-site well and septic system. At least one test hole was excavated on each property with the exceptions of Lot 8 which is currently being served with an on-site well and septic system that are MOA approved. Attached are the soil logs in Section 4. The test holes on Lots 1 to 5 and 11 to 14 had soils that visually appeared to be poor. However, percolation test were performed by EPA standards and found them to be acceptable. Also groundwater monitoring was performed during the high groundwater season (May 1511) and found groundwater levels to be acceptable. Given the visual appearance of the soils, it would be our recommendation that alternative technology septic systems be installed on these properties. The soils found on Lots 6 to 10 were found to be excellent and will only require conventional type septic systems. SEPTIC RESERVE AREAS Attached is a septic reserve area map found in Section 5. An appropriate reserve area has been place on the map that correlates to the percolation rate found on the property. TOPOGRAPHY The average slope over the majority of the properties is a 15 to 20 percent slope running approximately northeast to southwest. There are small humps or hills that may have slopes greater than 25 percent throughout the property, however it is our opinion that with proper placement of drainfields and grading if needed, these slope will not be a concern. Based upon our numerous site visits, there is minimal concern with slope conditions. If you have any` astions, please contact me at 337-6179. E., M. S. PreIide tV Cc: Dan Roth, Municipality of Anchorage Bear Ridge Subdivision Aquifer Test and Septic Reserve Areas 3 snug cu u -r ua: cca Jim aulllvan aur-oaa-caro p, t < .ARCTIC PUMP & WELL INC. = Jim Sullivan PO Box 770197 UMEagle River, AK 99577 ROM (907) 688-2510 (907) 2S8-2510 August 19, 2004 Jody Maus c/o Garness Engineering Group re: Joe Cizec, Bear Ridge Subdivision Dear Mr. Maus: As per your direction, we completed a flow test starting with Lot 11. We initially set a pump in the well at 42 feet and the well was flowing at 10 GPM. Here are the results from our test: Duration in tt:inutes .Draw Down Depth Flow Rate 1 3 f19 in 23 GPM 2 8 ft 1 in 23 GPM 3 15 ft 11 in 23 GPM 4 20 ft 4 in 23 GPM 5 24 ft 23 GPM 8 30 ft 10 in 23 GPM 12 44 ft 23 GPM At this point, the water level was at the intake of the pump so we shut down and lowered the pump to a depth of 105 feet and restarted the test. The water was flowing over the top of the casing. Here are the results from this test: Duration in minutes Draw Down Depth Flow Rate 1 4 ft 8 in 17.6 GPM 4 12 ft 3 in 17.6 GPM 5 23 ft 17.6 GPM 6 25 ft 2 in 17.6 GPM 7 27ft4in 17.6 GPM 8 29 ft 17.6 GPM 9 30ft8in 17.6 GPM 10 32 ft 3 in 17.6 GPM 11 33ft7in 17.6 GPM 20 45 ft 11 in 17.6 GPM 30 49 ft 3 in 17.6 GPM 50 52 ft 4 in 17.6 GPM Arctic Pump & Well, Inc. Page 1 of 3 Bear Ridge Subdivision VS LV v"f VU. LLC J1III JU 111 VC11 .7U/-000 -G.7 Y.7 PG ARcTic PUMP & WELL INC. =a - Jinn Sullivan. PO Box 770197 MW I salSno Eagle River, AK 99577 (907) 688-2510 (907) 258-2510 70 54 ft 5 in 17.6 GPM 90 54 ft 1 in 17.6 GPM 110 57 ft 17.6 GPM 120 76 ft 2 in 23 GPM 130 80 ft 1 in 23 GPM 140 91 ft 10 in 22 GPM 150 98 ft 2 in 22 GPM 170 103 ft 4 in 21 GPM 180 104 ft 6 in 121 GPM 190 106 ft 3 in 120 GPM At this point, the draw down and flow rate stabilized and did not change for the remaining 170 minutes for a total of 6 hours. Throughout the duration of the test, the monitoring well on Lot 5 was flowing at a constant 18.75 GPM. The water level in the well at Lot 8, which is the existing residence, was monitored and never varied from 114 feet. At the end of the flow test, we shut the pump off and monitored the well recovery. Here are the results: Duration in minutes Rater Level 1 97ft8in 2 84ft6in 3 76 ft 2 in 4 69 ft 2 in 5 62ft8in 10 36 ft 1. in 15 loft 11 in 20 1ft4in 20 min, 26 seconds flowing Then we installed a test pump in the well at Lot 5 at a depth of 42 feet. Here are the results: Duration (in minutes Draw Down Depth Flow Bate 1 6 ft 3 in 25 GPM 2 11 ft 6 in 25 GPM 3 15 ft 11 in 25 GPM 4 min, 30 seconds 21 ft I in 25 GPM 5 21 ft 10 in 25 GPM 10 29 ft 5 in 25 GPM 15 32 ft 3 in 25 GPM Arctic Pump & 6Y611, Inc. Page 2 of 3 Bear Ridge Subdivision MUG cu u -r ua: cca jim 5ut l Ivan bU I-bud-ez) fd P. J ARCTIC PUMP & WELL INC. A�z JimSullivan PO Box 770(97 5 Eagle River, AK 99577 (907) 688-2510 (907) 258-2510 20 33 ft 1 in 25 GPM 25 33 ft 8 in 25 GPM 30 33 ft 7 in 25 GPM 45 33 ft 10 in 25 GPM 60 33 ft 6 in 25 GPM 75 34 ft 25 GPM 90 34 ft 25 GPM 105 34 ft 3 in 25 GPM 120 34 ft 5 in 25 GPM 150 34 ft 6 in 25 GPM 180 34 ft 8 in 25 GPM 210 34 ft 10 in 25 GPM 240 34 ft 7 in 25 GPM 300 34 ft 10 in 25 GPM 360 134 ft 10 in 125 GPM At the end of the flow test, we shut the pump off and monitored the well recovery. Here are the results: Duration (in ndhates) Water Level 1 18ft6in 2 5ft8in 2 min, 28 seconds flowing Throughout the duration of the test, the monitoring well on Lot 11 was flowing at a constant 10 GPM. The water level in the well at Lot 8, which is the existing residence, was monitored and never varied from 114 feet. I would like to thank you for the opportunity to work with you on this job. Your helpful instructions made this job easy to complete and the end result is good for our customer, which will be helpful for the timely completion of his subdivision. If I can be of any further assistance, please feel free to contact me. Sincerely, J' ' Sullivan Arctic Pump & Well, Inc. Page 3 of 3 Bear Ridge Subdivision --------------7f--------------'--- / r �=/f)a1; w A !fm swo e S/0 # 2 \t t � \ \ r i ma�'sNr•N 9RKD B!' A PHAGE aw. ANa 9911: Sri,Et1 /RKT ,• /J ata sp . i i� m�cr B nrmm esouEs i � jj 71 i s lll I (rte 1 =2. Hnpt t 1/ ' J IIOrt111 81nPE S/D d {pf ]. 6lxx t• ! i IIOlilll 9dK Sr€1 ! i , F � i sTi svw, tsu s/o p=ro �Ym !K A 9WM.lE aF3L p0 9P,R: MIEY NI u, f.' 1 3 ------------------`! ' COLVILLETSTREET (HARCA ST r f r i"t { i s lll (rte 1 =2. Hnpt t 1/ ' J IIOrt111 81nPE S/D d {pf ]. 6lxx t• ! i IIOlilll 9dK Sr€1 ! i NI u, f.' 1 3 ------------------`! 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Hnpt t 1/ ' J IIOrt111 81nPE S/D d {pf ]. 6lxx t• ! i IIOlilll 9dK Sr€1 ! i r r i i 3 1rn a snot fifi y wwranc a� s1: t lARIH SIDE S/a � € ! : on, f / Mim1F2$ 6W6 / �' J / _ i t w THOMAS ROAD . sF Z1 1 rY x =2; t 1 ------------- . _ aoeaT n' 2: s/o wemr Ttloltc �a ttoaxr iloMws s/o 1 t \ 42 tE� 6 \\\ RINI 1 { I r \ i i 1� 0a��G�\off `k / ! 6.1 "�"M1 amE s SCALE 1 , Q r0- M 'fid Z / 40- < 0- [ate n w Fel 0 rh U c � > N o F W 'Y h F oZ Z M a Z 1- Z O a ONr-�`t >_ az COQ CITw Lil m z4k(n Q N N ��> LilW C 7 N La Z LLJ Elf p 0\LJ Z� V) 0 U Q � Zd LLJ M m m� (n��i m— V) 3 Q W f— SHEET � OF 1 0FA GARNESS ENGINEERING GRC3UP, Ltd. CONSULTANTS & GENERAL CONTRACTORS .. 3701 E TUDOR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)338-3246 • WEBSRE: gomeeeengineering.00m SOIL LOG - PERCOLATION TEST 01 7*OQO LEGAL DESCRIPTION: LOT 1; BEAR RIDGE SUBDIVISION (PROPOSED LOT 1; CIZEK S/D) OO .J fr' y�cirr�ess. PERFORMED FOR: JOE CIZEK DATE: 6/4/2003 Qo4.s� E-7953 DEPTH 44rea�'rofesslo0° (feet) ORGANICS TEST HOLE # 1 ���40000�a 2 3 4 5- 6- GM/ML pl DENSER 7 W/ DEPTH 8- 9 10 I 11 12 13 14 15 16 17 18 SOIL CLASSIFICATIONS w d GW GP GM GC SW SP SM SC NET TIME (MINUTES) ORG ML CL OL MH CH OH := 1 II II�III IJI / — ;I; I; 00 pool c 0€7ffi � k: I // .',' 3:11 30 5 1/16" DEPTH TO DATE GROUNDWATER 11.5' 6/4/2003 8.4' 6/12/2003 SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 3/26/2004 1 2:41 — 6" — 2 3:11 30 5 1/16" 15/16" 3 15:03 — 6" — 4 15:33 30 5 1/15" 15/16" 5 15:33 — 6" — 6 16:03 30 5 1/16" 15/16" 19 PERCOLATION RATE 34.3 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JOE MARCHETTI COMMENTS: MAY REQUIRE THE USE OF AN INNOVATIVE TYPE SEPTIC SYSTEM DUE TO VISUAL APPERANCE OF SOILS. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THISWAS PE, FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: c c GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS', 3701 E. TUDOR ROAD, SU[rE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)338-3246 • WEBSM gamessengineering.aom SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: LOT 2; BEAR RIDGE SUBDIVISION (PROPOSED LOT 2; CIZEK S/D) PERFORMED FOR: JOE CIZEK DATE: 3/23/2004 DEPTH — — (feet) = #2 1 _ORGANICS TEST HOLE 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 /ML CTU RS GRAVEL ) SILT SOIL CLASSIFICATIONS ;' GW GP GM GC ORG I I I I I I( ML / CL ! OL 3/23/2004 III(I 3/26/2004 0000°a 7o anano SW SP I MH / CH 7/12/2004 6" SM SC '� �' �' OH n DEPTH TO GROUNDWATER DATE 13' 3/23/2004 5' 3/26/2004 5' 5/17/2004 8.5' 7/12/2004 o OF on ly"= pof A. Gar ess.: C —79 4's elceG .o w pyo SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 7/13/2004 1 14:00 — 6" — 2 14:30 30 1 " 5" 3 14:30 — 6" — 4 15:00 30 1 " 5" 5 15:00 — 6" — 6 15:30 30 1 " 5" 19 PERCOLATION RATE 6.0 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.0 FT. AND 3.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: MAY REQUIRE THE USE OF AN INNOVATIVE TYPE SEPTIC SYSTEM DUE TO VISUAL APPEARANCE OF SOILS. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 6_ 0600 � GARNESS ENGINEERING GROUP, Ltd. SDI CONSULTANTS & GENERAL CONTRACTORS Q dr J .7* 13701 E TUDOR ROAD, SURE 101 •ANCHORAGE, AK. 99507 •PHONE (907)337-6179 •FAX: (907)336-3246 • WEBSRE gameseengineering.com SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 3; BEAR RIDGE SUBDIVISION (PROPOSED LOT 3; CIZEK S/D)e f Gar essi 13 PERFORMED FOR: JOE CIZEK DATE: 3/23/2004 o4Q �ceG DEPTH �44e�s� ''•• ... •••'• F,°�o (feet) ��ofeso�oo ORGANICS TEST HOLE #3AD0000�a 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 * /SM SOIL CLASSIFICATIONS DATE GW GP ORG I~II~III ML *4.0' IiIII, GM GC CL OL 7.0' 7/12/2004 SW I MH SP CH SM �� �' OH NA � �0- SC 18- 19— PERCOLATION RATE - (MIN./INCH) PERC. HOLE DIA. _ TEST RUN BETWEEN - FT. AND - FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: - COMMENTS: *MAY BE INFLUENCED BY SNOW MELT RUNNING INTO BENCH PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PFqRMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DEPTH TO GROUNDWATER DATE 13, 3/23/2004 *4.0' 3/26/2004 *4.0' 5/17/2004 7.0' 7/12/2004 SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME WATER LEVEL (MINUTES) READING NET DROP (INCHES) NA � �0- OSP 0� - (INCHES) GxARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE. (907)337-6179 - FAX: (907)338-3246 - WEBSM g=mse.qinearing.com ISOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 3; BEAR RIDGE SUBDIVISION (PROPOSED LOT 3; CIZEK S/D) PERFORMED FOR: JOE CIZEK DATE: 7/12/2004 DEPTH (feet)IUORGANICS ITEST HOLE 7-# 3B] 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 /Sm SOIL CLASSIFICATIONS DATE GW G P GM GC SWI SP SM SC E E ORG ML CL OL CH OH 7/20/2004 7/13/2004 1 oon blall I — IMH In' 2 14:30 DEPTH TO GROUNDWATER DATE DRY 7/12/2004 9' 7/20/2004 7/13/2004 1 14:00 — J fr A.­&�n*e* s* s*: 7953 �D�apro f SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 7/13/2004 1 14:00 — 6" 2 14:30 30 o" 6" 3 14:30 — 6" 4 15:00 30 o" 6" 5 15:00 — 6" — 6 15:30 30 011 6" 19 PERCOLATION RATE 5.0 (MIN./INCH) PERC. HOLE DIA. TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 6 (INCHES) 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES F-1 NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS rnmMFNTS- MAY REQUIRE THE USE OF A LIFT STATION DEPENDING ON LOCATION OF HOUSE. PERFORMED BY GEG, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS _PIERVORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 16L GA.RNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 701 E TUDOR ROAD, SUITE 101 • ANCHORAGE. AK. 99507 • PHONE (907)337-6179 • FAX: (907)338-3246 • WEBSRE: gamessengineering.com SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 4; BEAR RIDGE SUBDIVISION (PROPOSED LOT 4; CIZEK S/D) PERFORMED FOR: JOE CIZEK DATE: 7/12/2004 DEPTH (feet) ORGANICS TEST HOLE #4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 /ML ;ER w/ =PTH SOIL CLASSIFICATIONS DATE GW 7/12/2004 ORG 7/20/2004 GP 1 ML ISI I~GM 6" / CL GC I I ; OL °o o°UO ` O SW MH 'n nBnD UE8 6 m �����• . SP 6" CH SM �� OH 30 2" �' SC 5 DEPTH TO GROUNDWATER DATE DRY 7/12/2004 11.5' 7/20/2004 7/13/2004 1 14:01 - SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 7/13/2004 1 14:01 - 6" - 2 14:31 30 2" 4" 3 14:31 - 6" - 4 15:01 30 2" 4" 5 15:01 - 6" - 6 15:31 30 2" 4" 19 PERCOLATION RATE 7.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.0 FT. AND 2.5 FT: 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: MAY REQUIRE THE USE OF AN INNOVATIVE TYPE SEPTIC SYSTEM -DUE TO VISUAL APPEARANCE OF SOILS. 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: U " GARNESS ENGINEERING GROUP, Ltd_ CONSULTANTS & GENERAL CONTRACTORS- 3701 ONTRACTORS3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)338-3246 • WEBSRE: gameeeengineering.com SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 5; BEAR RIDGE SUBDIVISION (PROPOSED LOT 5; CIZEK S/D) PERFORMED FOR: JOE CIZEK DATE: 5/29/2003 DEPTH _ _ _ (feet ORGANICS TEST H 0 LE #5A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 GM/ML DENSER w/ DEPTH SOIL CLASSIFICATIONS DATE GW GP GM GC SW SP SM SC 5/29/2003 ORG ML CL OL MH CH OH -I Ir I I~I I L.:.. / oligo a� �o� nano tTT �VI fl II!I! t I �� �' DEPTH TO GROUNDWATER DATE DRY 5/29/2003 DRY 6/12/2003 DRY 19/24/2003 I. * .* .....I .... . ..... ............. ey . arness.* CE -7953 ...... .'mea 4 Pro fessi0� SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) YOV 19 PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. — (INCHES) TEST RUN BETWEEN — FT. AND — FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: — ('0MMFNlTC PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASER ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: i� 1& 00600 1 � a GA RNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS ....... .. ... ..... .......... 3701 E VDDR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)336-3246 • WEBSRE gamessenginmring.eom SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 5; BEAR RIDGE SUBDIVISION (PROPOSED LOT 5; CIZEK S/D) VA '.J f y Garn ss. VVV 79 �t PERFORMED FOR: JOE CIZEK DATE: 3/24/2004 OQ4's ,c�G DEPTH404eo' pr o f es sio�a��� (feet) TEST HOLE #5B 40000 1 — ORGANICS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 * I/SM TO I/ML SOIL CLASSIFICATIONS DATE GP GM GC SW SP SM Sc H ORG ML CL OL MH CH OH :.- I I I I~I I I // 5/17/2004 ;I; I // lj �' �� �' ° 30 1/2" DEPTH TO GROUNDWATER DATE DRY 3/24/2004 8.5' 3/26/2004 *4' 13/31 2004 8,5' 5/17/2004 SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 3/24/2004 1 2:10 — 6" — 2 2:31 30 1/2" 5 1/2" 3 2:31 — 6" — 4 3:10 30 1/2" 5 1/2"-- /2"5 5 3:10 — 6" — 6 3:31 30 1/2" 5 1/2" 19 PERCOLATION RATE 5.5 (MIN./INCH) PERC. HOLE DIA. TEST RUN BETWEEN 2.5 FT. AND 3.0 FT. 6 (INCHES) 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN ('(1MMFI\ITC• *LEVEL BELIEVED TO BE INACCURATE DUE TO SNOW MELT RUNNING INTO BENCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS TERWRMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 6_ GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS * 4� {r ...... .... ... ............. 3701 E TUDOR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)338-3246 • WOSit- gamessengineering.aom SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: LOT 6; BEAR RIDGE SUBDIVISION -(PROPOSED LOT 6; CIZEK S/D) O e I G rness.* olE— 3 PERFORMED FOR: JOE CIZEK DATE: 3/24/2004 9,ceG V 4 DEPTH 4�Ded °rofessioo�� (feet) _ ORGANICS TEST HOLE #6 Op =� �OOoo DEPTH TO GROUNDWATER DATE $b®E SOIL CLASSIFICATIONS ;:: 60W 2 ell 0 - ea0 5/17/2004 Ube ORG GW �e. aoo 'q''d 3 Ube ,ugB GP ML I� I�I I f �" �y�I — B.O.H. 0bo Ube GM CL 7:18 I I { 4° Do V. GC OL 7:18 �0ot 9 6" — SW MH 5 ' o v G P/ S P 51b to -OV S„o� SP /CH �� �' — vat — SM OH 6 "; m"a ol POORLY GRADED 2" SC 9 7:38 — U®a GRAVEL 10 DEPTH TO GROUNDWATER DATE $b®E w/ SAND 7 ;:: 60W SILT MIXTURES DRY 5/17/2004 Ube — �e. aoo 2 7:08 10 ,ugB 3 1/4" 3 0'v to e — B.O.H. — Ube 4 7:18 10 4" 2" 5 DEPTH TO GROUNDWATER DATE DRY 3/24/2004 DRY 3/26/2004 DRY 3/31/2004 DRY 5/17/2004 13 14 15 16 17 18 SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 3/24/20004 1 6:58 — 6" — �e. aoo 2 7:08 10 00 V. 3 1/4" 3 7:08 — B.O.H. — 13 14 15 16 17 18 SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 3/24/20004 1 6:58 — 6" — 2 7:08 10 2 3/4" 3 1/4" 3 7:08 — 6" — 4 7:18 10 4" 2" 5 7:18 — 6" — 6 7:28 10 4" 2" 7 7:28 — 6" — 8 7:38 10 4" 2" 9 7:38 — 6" — 10 7:48 10 4" 2" 19 PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEISTUMAN COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF RM_ ED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: fir- i b GARNESS ENGINEERING GROUP, Ltd. _,. CONSULTANTS & GENERAL CONTRACTORS SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: LOT 7; BEAR RIDGE SUBDIVISION (PROPOSED LOT 7; CIZEK S/D) PERFORMED FOR: JOE CIZEK DATE: 5/30/2003 DEPTH (feet) ORGANICS =-.�� TEST HOLE #7A ®a 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 GP/SP MORE SAND w/ DEPTH SOIL CLASSIFICATIONS DEPTH TO GROUNDWATER GW GP I~ I I~I I ( GM / GC ORG ML CL OL ;. .I'' '..,..�. 6/12/2003 oa ao o SW I MH SP S CH OH t l$ E-795 �� �' ScC O sio�°o q DEPTH TO GROUNDWATER DATE DRY 5/30/2003 DRY 6/12/2003 ...... .. .. .................. c 0 F ...... .. .. .................. e A. ness,* E-795 4��apro f e s O sio�°o SEE ATTACHED SITE PLAN DATE READINGI CLOCK � NET TIME ITIME (MINUTES) I WATER READ NG LEVEL� NET DROP (INCHES) S � PSS P SNS RgEO � P — PEG 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JOE MARCHETTI COMMENTS: THE INSITU SANDY SOILS WILL ACT AS A SAND FILTER PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASP F RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: C GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)336-3246 • WEBSITE: gameseengineering.com - SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 7; BEAR RIDGE SUBDIVISION (PROPOSED LOT 7; CIZEK S/D) PERFORMED FOR: JOE CIZEK DATE: 5/30/2003 DEPTH (feet) ORGANICS TEST HOLE #7B 7 -�� GP/Sp SOIL CLASSIFICATIONS 6/12/2003 2 :.z"'�®®• 9 MORE SAND ®� ==.+-��• w/ DEPTH GWORG 3..;:.�•� •�:-s�•�� a GP I� I III ML '_�:;:,,�;,,' °�• I~I I I I GM CL 4x@1° GC .II OL SP CH ,' SM ���' OH 6 SC 7 DEPTH TO GROUNDWATER -�� GP/Sp 5/30/2003 DRY 6/12/2003 :.z"'�®®• 9 MORE SAND ®� ==.+-��• w/ DEPTH CIO mo• 15 :z; ��• :;';:•�• 6O • 18 BOH DEPTH TO GROUNDWATER DATE 17' 5/30/2003 DRY 6/12/2003 ff yHess: C —7953 •`moo ro f e s sio�°Qc SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) S \N 9 GP��pN PIRG 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: JOE MARCHETTI COMMENTS: THE INSITU SANDY SOILS WILL ACT AS A SAND FILTER PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE F RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: .. ......... o P.. GA.RNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS � � 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)338-3246 • WEBSITE: gcmeaeengineering.com SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: LOT 7; BEAR RIDGE SUBDIVISION (PROPOSED LOT 7; CIZEK S/D) 0 e 9F. G rness:� PERFORMED FOR: JOE CIZEK DATE: 6/4/2003 pp�'s1` ,cG 4 �4DEPTHe ��p (f et) ORGANICS TEST HOLE #7C 4 ��0000��Vp oo 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 GP/SP w/ SOME SILT THROUGHOUT SOIL CLASSIFICATIONS a G WORG GP GM GC SW SP SM SC 6/4/2003 ML CL OL MH CH OH 6/12/2003 I~II~I) I / °o otio�p EI!II I ��,' 2:24 30 DEPTH TO GROUNDWATER DATE DRY 6/4/2003 DRY 6/12/2003 6/4/2003 1 1:54 — SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6/4/2003 1 1:54 — 6" — 2 2:24 30 9/16" 5 7/16" 3 2:24 — 6" — 4 2:54 30 3/4" 5 1/4 5 2:54 — 6" — 6 3:24 30 3/4" 5 1/4"_ PERCOLATION RATE 5.7 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.5 FT. AND 5.0 FT. 20 ` A FOUR HOUR PRESOAK WAS PERFORMED: YES ❑ NO I B.O.H.. SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JPE MARCHETTI CnMMFNTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ER ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: v 4 µ�u GA.RNESS ENGINEERING GROUP, Ltd. C • •/j y�� CONSULTANTS & GENERAL CONTRACTORS Q �r T 3Y 0 ....... .. . ................a 3701 E TUDOR ROAD, SURE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)336-3246 • WESSRE gamessengineeAng.com SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: LOT 7; BEAR RIDGE SUBDIVISION (PROPOSED LOT 7; CIZEK S/D) �i, . of A. Go ess.. p� O� C 7 �p PERFORMED FOR: JOE CIZEK DATE: 6/4/2003 p�-s ,cQO feet() _ �- ORGANICS 4��QaP"fesslol'o\��� ^ TEST HOLE #7D o � o0o as 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 GP/SP w/ SOME SILT THROUGHOUT SOIL CLASSIFICATIONS DATE GW GP GM GC SW SP SM SC 6/4/2003 ORG ML CL OL MH CH OH 6/12/2003 3/24/2004 I I I I! / �a o opo ®��. ® ;I;I; I t�N If I �',' r" cl9 30 2 1/2" DEPTH TO GROUNDWATER DATE DRY 6/4/2003 DRY 6/12/2003 3/24/2004 1 4:55 — SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 3/24/2004 1 4:55 — 6" — 2 2:25 30 2 1/2" 3 1/2" 3 2:25 — 6" — 4 2:55 30 2 1/2" 3 1/2" 5 2:55 — 6" — 6 3:25 30 2 1/2" 3 1 /2" PERCOLATION RATE 8.6 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.0 FT. AND 6.0 FT. 20 '' "'D ° A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO B.O.H. SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JOE MARCHETTI COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 4 RFORMED IN ACCORDANCE v 0 GARNESS ENGINEERI � _ NG GROUP, Ltd. _- CONSULTANTS & GENERAL CONTRACTORS 3701 E MOOR ROAD, SUfTE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)336-3246 • WEBSM- gomeseengineering.00m SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: LOT 9; BEAR RIDGE SUBDIVISION (PROPOSED LOT 9; CIZEK S/D) PERFORMED FOR: JOE CIZEK DATE: 5/30/2003 DEPTH--- ORGANICS (feet TEST HOLE #9 1 ice'" 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 GP—GM SOIL CLASSIFICATIONS DATE GW GP��I GM GC SW SP SM Sc ' ORG ML CL OL MH CH OH 6/12/2003 1~I lj$ ;I;la I ' �� �' A DEPTH TO GROUNDWATER DATE DRY 5/30/2003 DRY 6/12/2003 ov 0F A CIT................... J fry A. mess; E-7953 ,��v_rofes! 10- o SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) N G lvO SO, 6I HJT 0� 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. TEST RUN BETWEEN 3.5 FT. AND 4.0 FT. 6 (INCHES) 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES 0 NO SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY: JOE MARCHETTI COMMENTS: THE INSITU SILTY, SANDY SOILS SHOULD ACT AS A SAND FILTER PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PRF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD, SUrrE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)338-3246 • WEBSM gameeeengineering.com SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 10; BEAR RIDGE SUBDIVISION (PROPOSED LOT 10; CIZEK S/D) PERFORMED FOR: JOE CIZEK DATE: 5/30/2003 DEPTH ----- ORGANICS (feet) TEST HOLE #101 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 GP -GM SOIL CLASSIFICATIONS DRY 5/30/2003 E ORG GP I I I I I I I ML GM / CL GC ;I;I; OL °off °opo SW ( MH SP CH SM �',' OH Sc DEPTH TO GROUNDWATER DATE DRY 5/30/2003 DRY 6/12/2003 o'��• OF� •'�-9s�p 4 �* •. eff darness: C —7953 fire ' ' • ...... - • ' • �C�°'p 4,Nt,pro f e s sion°oo SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) GP�vll � PASO 0� .6I�I2� 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.5 FT. AND 4.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JOE MARCHETTI COMMENTS: THE INSITU SILTY, SANDY SOILS SHOULD ACT AS A SAND FILTER PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PRF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Ito toq 6060 0044 0 o � GARNESS ENGINEERING GROUP, Ltd. H y0� CONSULTANTS & GENERAL CONTRACTORS Q � T .... ... . .... ............../ 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE. AK. 99507 • PHONE: (907)337-6179 • FAX: (907)338-3246 - WEBSRE: gameeeengineering.com G SOIL LOG - PERCOLATION TEST •. .. , , . ,• •..,••••...G LEGAL DESCRIPTION: LOT 11; BEAR RIDGE SUBDIVISION (PROPOSED LOT 11; CIZEK S/D) �O f e G mess. . ` PERFORMED FOR: JOE CIZEK DATE: 3/24/2004 0�4; CE -7 3 `c OQ O DEPTH — 0�4e (feet) 4I l0 f essi0('°o� ORGANICS TEST HO LE # 1 1 400006 a 7 8 9 10 11 12 13 14 15 ..- B B.O.H. 16- 17- 18- 19— 6171819 PERCOLATION RATE 1.7 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN C'0MMFNT0,- GP/SP TO GM/SM POORLY GRADED GRAVEL AND SAND w/ LITTLE OR NO FINES DEPTH TO GROUNDWATER DATE I 1 DRY SOIL CLASSIFICATIONS 3/31/2004 G W 2— 6" — 2 ORG 10 :..:..:.:., 3 3 8:22 G P GM III I I ML CL (I ooDo 0 04`i D tl+ k: r 1j$ 4 5��°�� 4 8:32 T T 0" GC SWMH SP SM ;I;II OL CH �� �' OH °A 6 8:32 I I 6" — SC 7 8 9 10 11 12 13 14 15 ..- B B.O.H. 16- 17- 18- 19— 6171819 PERCOLATION RATE 1.7 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN C'0MMFNT0,- GP/SP TO GM/SM POORLY GRADED GRAVEL AND SAND w/ LITTLE OR NO FINES DEPTH TO GROUNDWATER DATE DRY 3/24/2004 DRY 3/26/2004 DRY 3/31/2004 DRY 15/17/2004 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 3/24/2004 1 8:12 — 6" — 2 8:22 10 0" 6" 3 8:22 — 6" — 4 8:32 10 0" 6" 5 8:32 — 6" — 6 7:42 10 0" 6" 7 8:42 — 6" — 8 8:52 10 0" 6" 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: r- (c) 0 GA.RNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE: (907)337-6179 • FAX: (907)336-3246 • WEBSM- gameseengineering.aom SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 12; BEAR RIDGE SUBDIVISION (PROPOSED LOT 12; CIZEK S/D) PERFORMED FOR: JOE CIZEK DATE: 3/24/2004 DEPTH (feet) _ _ ORGANICS TEST HOLE #12 1- 2 GW GP GM GC SW ORG ML / CL ;I;I; OL I MH 3/24/2004 'oe° GP/SP TO OODoua 'D1D'OnD 0� ° u ` SP SM SC CH �� �' OH b� POORLY GRADED 4 GRAVEL w/ SAND 6" �v® SILT MIXTURES 7:46 — 6" — 4 6;::� ..—toe 7° ^0o B.O.B 10- 11 12- 13- 14- 15- 16- 17 21314151617 18 SOIL CLASSIFICATIONS DEPTH TO GROUNDWATER GW GP GM GC SW ORG ML / CL ;I;I; OL I MH 3/24/2004 5' 13/26/200 OODoua 'D1D'OnD 0� ° u ` SP SM SC CH �� �' OH w} 2 DEPTH TO GROUNDWATER DATE DRY 3/24/2004 5' 13/26/200 5' 5/17/2004 6' 7/12/2004 :...f .............. ....... ....... Je r Garness.- CE -7953 ,��apro f e s sio�°oo SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 3/24/2004 1 7:36 — 6" — 2 7:46 10 0" 6" 3 7:46 — 6" — 4 7:56 10 0" 6" 5 7:56 — 6" — 6 8:06 10 0" 6" 7 8:06 — 6" — 8 8:16 10 0" 6" 19 PERCOLATION RATE 1.7 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN COMMENTS: DUE TO THE PRESENCE OF SHALLOW GROUNDWATER, AN INNOVATIVE TYPE SEPTIC SYSTEM MAY NEED TO BE USED. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER 0RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: c -x SS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS:_ 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE: (907)337-6179 * FAX: (907)338-3246 • WEBSRE: gamessenginearing.aom SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 13; BEAR RIDGE SUBDIVISION (PROPOSED LOT 13; CIZEK S/D) PERFORMED FOR: JOE CIZEK DATE: 3/23/2004 DEPTH (feet ORGANICS TEST HOLE #13 2 v 4 5 6 i GP OSP �� 11 GM/SM 7 POORLY GRADED GRAVEL w/ SAND SILT MIXTURES 8 I 9 10 11 12 13 14 15 16 17 18 SOIL CLASSIFICATIONS DEPTH TO GROUNDWATER GW GP GM GC SW SP SM SC 7'-8' ORG ML CL OL MH CH OH 6.25' 3 26 2004 �...,i.l.... / / DOD , 'o 0 7o a ono 7/12/2004 I — �� �' 2 DEPTH TO GROUNDWATER DATE 7'-8' 3/24/2004 6.25' 3 26 2004 5' 5/17/2004 6.5' 7/12/2004 o �... 4.. ................ ff Gar ess.- —7 Q444 ....._ .ceG O pr0 f es°oo� SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 3/24/2004 1 7:40 — 6" — 2 7:50 10 1 " 5" 3 7:50 — 6" — 4 8:00 10 1 " 5" 5 8:00 — 6" — 6 8:10 10 1" 5" 7 8:10 — 6" — 8 8:20 10 1" 5" 19 PERCOLATION RATE 2 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN COMMENTS: DUE TO THE PRESENCE OF SHALLOW GROUNDWATER, AN INNOVATIVE TYPE SEPTIC SYSTEM MAY NEED. TO BE USED. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FO MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: c7 D ' GA.RNESS ENGINEERING GROUP, Ltd. _ CONSULTANTS & GENERAL CONTRACTORS * � .......... . .................. 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK. 99507 ' PHONE: (907)337-6179 • FAX: (907)338-3246 • WEBSITE. game ssngineeringxom SOIL LOG - PERCOLATION TEST .. ............. LEGAL DESCRIPTION: LOT 14; BEAR RIDGE SUBDIVISION (PROPOSED LOT 14; CIZEK S/D) OO of ey arness.: Q 9� CE -7953 e�`G PERFORMED FOR: JOE CIZEK DATE: 3/23/2004 p0 ,�o� DEPTH �Q ST HOLE E # o (feet) ORGANICS T 14 e^���o`�o�a 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 :,M/ML LY GRADED :L w/ SAND MIXTURES SOIL CLASSIFICATIONS <`: a GW GP GM GC SW SP SM SC ~ ORG ML CL OL MH CH OH '= I I~I I ( // °off opo spm m ��rmo II; 6" — �� �' 2 2:40 30 DEPTH TO GROUNDWATER DATE DRY 3/24/2004 10.5' 3/26/2004 4' 5/17/2004 7.5' 17/12/2004 SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 7/13/2004 1 2:10 — 6" — 2 2:40 30 4" 2" 3 2:40 — 6" — 4 3:10 30 4" 2" 5 3:10 — 6" — 6 3:40 30 4" 2" 19 PERCOLATION RATE 15 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: MAY REQUIRE THE USE OF AN INNOVATIVE TYPE SEPTIC SYSTEM DUE TO VISUAL APPERANCE OF SOILS. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER 0 MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Ite,164