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Home My WebLink AboutHILLSIDE NORTH #7 BLK 5 LT 1Hillside North #7 Block 5 Lot 1 #041-021-75 Municipality of Anchorage Community Development Department Page 1 of 3 On -Site Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907)343-7904 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP161156 PID Number: 041-021-75 0 New ❑ Upgrade Name: BRIAN MILLER ABSORPTION FIELD ■ Deep Trench ❑ Shallow Trench []Bed ❑ Mound Address: 9970 MIDDLEROCK ROAD *ANCHORAGE, AK 99507 ❑ Other Phone: No. of Bedrooms: Soil Rating: Total Depth from original grade: 231-5828 4 0.8 GPOSq Ft. *10 (MAX.) Ft LEGAL DESCRIPTION Depth to pipe invert from original grade: Gravel depth beneath pipe: SEE DWG. a 7.0 Ft Subdivision: Block: Lot: Fill added above original grade: Gravel length: HILLSIDE NORTH #7 5 1 SEE DWG. 55 F< Ft. Township: Range: Section: Gravel width: Beds Number of lines: Distance between lines: 2.5 FL - - Ft. SEPARATIONDISTANCES Total absorption area: 750+ Number of trenches: - Dist. between trenches: - To Septic Absorption Lift Holding Public/Private From Tank Field Station Tank sewer Lines 90. R Ft. Well 100'+ 100'+ - 254 TANK N Septic ❑ S.T.E.P. ❑Holding ❑Other Manufacturer. Capacity: Surface Water 1004 1004 - - ANCHORAGE TANK 1250 N/A Gal, Lot Line 5'+ 104 - - Material: Number of compartments: STEEL 2 LIFT STATION Foundation 10'+ 104 - Manufacturer: C Gal. Curtain Drain NONE KNOWN Remarks: SEE ATTACHED LETTER REGARDING INSPECTIONS 'Pump on" level at "PumpofNlevelac High water alarm at: SEE ATTACHED SLOPE WAIVER REQUEST Pump Make & Model 77 1 Electrical Inspections performed by: PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield Installer WILCO EXCAVATION Drainfield D3034 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 100.00 Ft. Inspection Location and Description: Dates: 1st 7-13-2016 2nd 7-14-2016 3rd - 4th - BOTTOM OF TRIM AT SW CORNER OF HOUSE ENGINEER'S SEAL Community Development Department Approval .� SF `A� J. w444 41, Conditional approval: Date: Zz 17 6 °•:Y �� Al 0 . .... .... 0 0 ./ .. ;.•.........................4: •. 10 y rn ss �: � CE 795 AV Approved: Date: ��FESS��:•� LICENs! ,11 \��L�� #AECC884 Incna�linn RnnnA 1_1_t�Ann Engineer: Legal Description Parcel ID: Permit: Report Type Municipality of ch®rage On -Site Water and Wastewater Program P.O. Box 196550 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite Review Comments GARNESS ENGINEERING GROUP LTD HILLSIDE NORTH #7 BILK 5 LT 1 04102175000 OSP161156 WellSeptic As Built Review 11/13/2019 Completed By: R.Carroll The application has been reviewed and the following comments have been generated. These are to be satisfactorily addressed prior to MOA approval: As -built survey originally submitted was dated 7/25/19, but was not printed to scale. The survey that was submitted with the resubmittal was dated 5/31/19 and is missing standpipes. Please provide a to -scale as -built survey with all standpipes identified to match the record drawing. %Z .$ D L vim_ C) 2. According to the photos provided, the septic tank is not adequately protected from traffic. Either additional barriers need to be provided or calculations submitted to demonstrate the structural integrity of the tank, accounting for the potential that a vehicle could be parked over it. 3. Please address the structural stability and protection of cleanouts/monitoring tubes for the drainfield located in the driveway. /�-o D 0-,(-S.S C C)SA C- t z7-/2-to 0 L 1 ``'` _tee •:-_•�zh--° �' ` - - - 5= ' p: r �" - _- _ 1 TY'"'`e � � �s Fi i' J• -��z 1 �':( � 'F.-F<� ��L \l� �S ti Y, ,<.. �r c.� K y� 'ti,. ..r 'Y ? c ♦��`f{ lit 1\- - wJ'C'11, �{'P •rf�, r ��$'! t �pq. :Y4' . 'S-1 .. . a' Y.`�(4�• .� �3' �'�s�ii�`Y tL�a.uC rj - �� " `4.��iY�AI •y`�c �.l'►1. - - • . �,�i� �� ' S�`:.:`�eS�y� � .-1. ml to W - ' f , , !A'�" , -'z ,, ". ' I Ml u 100' WELL RADIUS APPROXIMATE LOCATION OF WATER SERVICE LINE PER CONTRACTOR A. 7n. THE RESERVE DRAINFIELD WILL NEED TO BE THE EXISTING DRAINFIELD RE -BUILT OR NEW•TESTHOLES PERFORMED TO THE .16 WEST OF THE PROPERTY. 's NEW DRAINFIEL oc, C0 -MT NEW 4 BEDROOM B HOUSE '.+T H # 1 DBL1 & DBL2 TiCO C NEW 1250 GALLON STEEL SEPTIC TANK A-41 A IV, f14 cl GARNJVJ�513 ENGINEERING G"RIC)OUPLtd CIVIC. & ENVIRONMENTAL ENGINEERS , 3701 F MAW RWD. SWE 101 0 ANCHORWL AK 99507 PWK W-0179 - FAX (907) WEBSrrFwaw - PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BRIAN MILLER (907)231-5828 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: HILLSIDE NORTH #7; BLOCK 5, LOT 1 PNB TYPE OF WORK: DATE: ._ SEPTIC SYSTEM RECORD DRAWING 11 /A / 1 q(RFviRFr) "i "1111111PIIIIIII FCO 62.8 47.6 25.8 ST1 - 31.4 67.7 ST2 - 26.2 75.4 DBL1 - 25.0 77.1 DBL2 - 24.7 77.9 C01 39.8 20.9 - MT1 32_220.3 jr2 135.9 1 66.2 1119.21 1 MT2 135.3 165.8 1119.01 A Si: QFJ e .......... . ................ ....... .... ; .... 0 s Q5 m �yafrne 1P �•fill, 1,7 AV 4• 1�71 or .............. !�,\, 4W a—itIFESS IN YA TA I PERMIT NUMBER: OSP161156 RECORD D RAW I N G SEE ATTACHED ENGINEERING LETTER REGARDING ELEVATIONS FINAL GRADE = 98.82-98.83 TOP OF TANK ST1 ST2 AT INLET = 92.32 TOP OF TANK / AT OUTLET = 92.33 INVERT OF BUNG / I I NEW 1250 GALLON I I IN OUTLET = BUNG AT INLET = 91.89 SEPTIC TANK INVERT OF BUNG MT CO FINAL GRADE = 99.43-99.69 ORIGINAL GRADE @ HIGHEST POINT = 88.86 \� FILTER FABRIC INVERT OF PIPE = 85.92 - 85.89 PER ELEVATION SHOT IN THE C/O 7.0+ FEET (PER GEG INSPECTION REPORT) PARCEL ID NUMBER: 041-021-75 4 OF TRENCH = 78.86-79.09 PER ELEVATION SHOT AT THE BOTTOM OF THE MTS RELATIVE ELEVATION @ BOTTOM OF T.H. = 72.86(T.H. DRY ON 5/24/16) CIVIL & E N V I R 0 N M E N TA L ENGINEERS 3701 E. TUDOR ROAD, SUITE 101 . ANCHORAGE, AK 99507 - PHONE (907) 337-6179 - FAX (907) 338.3246' WEBSITE: www.gamessengineenng.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BRIAN MILLER 231-5828 3 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: HILLSIDE NORTH #7; BLOCK 5, LOT 1 D.J.G. TYPE OF WORK: DATE: PROFILE DRAWING 6/20/2019 li Municipality of Anchorage "A6 I h•purnncnt P.O. Box 196650 0 4700 Elmore Road Anchorage Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Section X*X* VARIANCE/WAIVER Xx*X Waiver#: OSV191091 COSA#:OSC191336 Permit#:OSP161156 PI D#: 041-021-75 Legal Description: Hillside North #7 Block 5 Lot 1 Engineer: Garness Engineering Group Applicant: Brian Miller Your request for a waiver of the required 50 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 0.0 feet. See engineer's waiver request for justifications. This waiver approval applies to the existing absorption field only. Any future upgrade to the on - site wastewater disposal system will require all separation distances be met or another approval from this department. Waiver is Granted: X Waiver is not Granted: Date: c2(� I Approved by: Name of Reviewer November 4, 2019 (REVISED) Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Hillside North #7; Block 5, Lot 1, Waiver Requests To whom it may concern: During the installation of the drainfield, the lot was vacant. When our firm was contacted and informed that the home had been completed, we made another site visit to confirm separation distances and perform a well adequacy test. During our site visit it had been discovered that a second driveway had been excavated below the drainfield, creating a cutbank, and additional fill (approximately 10 feet) had been placed over the drainfield. This new driveway and imported fill, has created slopes greater than 25% at the drainfield location. We are now requesting a zero (0) foot slope waiver because of this development. As can be seen on the attached drawing, at a 25% slope (starting 2.5 feet above the drainfield) the potential point of daylighting is greater than 50 feet horizontally from the drainfield. The orientation of the home and driveway was altered during construction which led to the tank and drainfield being located underneath the driveway. We are requesting a waiver for these variances and justifications are as follows; � c e • The contractor has placed concrete blocks in front of the septic tank to help prevent any vehicles from driving or parking over the tank. • It is likely that because of the placement of the concrete blocks, snow removal over the tank is unlikely which will help prevent any freezing. It should also be noted that the tank has 6.5 feet of cover. The drainfield has approximately 14 feet of cover and is unlikely to experience aes. ., M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com .J/- Jung, 2019 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Hillside North #7; Block 5, Lot 1 To whom it may concern: The subject lot septic system was designed and installed in 2016. The septic system was inspected by Garness Engineering and installed by Wilco Excavation in July 2016. The septic tank was later moved and inspected by GEG. Our field notes for the tank relocation have been misplaced, so the date of this inspection is unknown. During the installation, there were no permanent structures to serve as a "Benchmark", so a "Nail in Tree" was used. During the construction of the home, the benchmark (three with nail) was removed by the contractor; therefore, the elevation control point for the record drawings/final grading is no longer present. A benchmark elevation of 100.00 was establish as the bottom of trim at the house corner and all elevation were back calculated. It should be noted that GEG still has our field notes for the drainfield installation and the original tank installation; therefore, we know the system was 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com lfel ime t Services Diepartnerzt Suilding Safety Division t l on-sfte Water & Wastewater pr r xnn -fir;00 Eitiioic fiGtid P.O. -po% 196650 Anchorage, AK 99507 Mark Begich SA r r Yssts e.m23tti.t2 Jon i�€ Mayor _ (90'7) 3 43-790 Well Log Permit Number-:OSPI61156 Date of Issue: tune 28, 2016 Date Started: 8-19-16 gate Completed: 8-24-16 Is well located at approved permit location? Ix I Yes L j No Legal Description: Hillside North #7 block5 lotl G:2043 Property Owner Name & Address: Brian Miller 8580 Brookridge Dr Anchorage, AK 99504 Borehole Data: Soil Type, Thickness & Water Strata Depth From (ft) To Method of Drilling W air rotary 0 cable tool Casing type: steel � Wall Thickness: .250 inches Diameter: --_ 6 inches Depth: 28 feet Liner Type: PVC Diameter 4.5 Inches Depth: 20' - 300` Casing stickup alcove around: 2 feet - stickup 0 2 sift w( gravel 2 18 silt wl rock N 18 28 bedrock 28 300 Static water level (from ground level): 17 feet Purnping level:- _ feet after hours pumping _- gym Recovery hate- 4 gpm Method of Testing: airlift _._ _ Well Intake Openmg- Type: n Open End n Xn open Bale Q screened Start feet Stopped feet n Perforations Start__._feet Stopped feet — t trout Type: nton #? 'a olaalne:grantaleS 20` Start 0 feet Stopped 20 feet - —Depth: Pump: IntakeDepth_ feet Pump size hp Brand Ni ame Well Disinfected Upon Completion? nx Yes n No Method oflDisind'eet onTchlorcne tablets Comments:grouted 4.5 liner into bedrock per muni Well Drifter: hefty Drifting, Inc. 3540 Akula Dr. Anchorage, AK 99516 Water Sample Results: Arsenic: N 1> Nitrates- iv `� Total t_;oliform Bacteria: �8• ._ " Other Bacteria. uglL - L�� colontes(l00mL.w covloomd. Attention: The well driller shall provide a well fog to DSD within 30 days of completion. It"Ievelopment Services txpartnnent Buildiing Safety Division . . . . ......... On -Site Water Wastewater Program < H A-700 R-norc-Road P 0. Box 196657,0 Mark Begich An c: III o, r a 9 Mayor v., w rn u n i _c.ro./onsi t e (907) 343-7904 Pump Installation Log Well Drilling Permit Number: 8W— 05PJG1115 4 Date of issue: Parcel Identification Number: — Legal Description dillydt 1%rA-, -7t 7 Property Owner Name & Address: K Pump Installation Date: 1(2- 9- Pump Intake Depth Below Top of Well Casing:d6o feet Pump Manufacturer's Name: Pump Model:, /0 50E /9 - 3 31> Pump Size i. 7 hp Pitless Adapter Burial Depth: /0 feet Pitless Adapter Manufacturer's Name: CC1#VbVt1 k)jo Pitless Adapter Installer: tj ('I co Well Disinfected Upon Completion? X Yes F No Method of Disinfection: CAIDrk;G tt(os Comments: Pump Installer Name: (EE� P.O. BoXLU130 Awhorage, AK99511 Attention: The pump installer shall provide a pufnp installation log to the DSD within 30 days of pump installation. V) m ::E 0 V) C/) 0 m X K > rrl 0 Z m rrl K M Amid 0 0 ca (A m 0 M 61) C/) MO Zju Q m 7,�o 0 0 z C) 7 .0, L71 m 0 m rT C) ->< x Ci x m 0 x Permit Number: Tax Code Number: Work Type: On-Site Water & Wastewater System Permit OSP161156 O4102175000 WellSeptic MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Initial Permit Effective Dates: June 28, 2016 to June 28, 2017 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: HILLSIDE NORTH #7 Site LegalAddress: HILLSIDE NORTH #7 BLK 5 LT 1 G:2043 Owner/Address: KREPS KEVIN W & LYNDA L 8580 BROOKRIDGE DR ANCHORAGE AK 995044193 Site Mailing Address: Lot Size in Sq Ft: 405979 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By:~~ Issued MUNICIPALITY OF Community Development Department ~,,~ '~//-'~._h_Phone.~.9~2'~3-7904 Development Services ~ ~ 343-7997 On-Site Water & Wastewater Program Mayor Dan Sullivan On-Site Sewer/VVell Permit Application For A Single Family Dwelling Parcel I.D. 041-02-175 Property owner(s) BRIAN MILLER Day phone 251-5828 Mailing address 7915 PORT ORFORD DR. *ANCHORAGE, AK 99507 Site address NHN MIDDLE ROCK ROAD *ANCHORAGE~ AK Legaldescription (Sub'd, Block&Lot) HILLSIDE NORTH #7; BLOCK 5, LOT 1 Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: ( [~;~11 that apply) Initial [] Single Family (SF) [] Absorption Field [] (w/wo ADU) Septic Tank [] Upgrade [] Renewal [] Duplex (D) [] Holding Tank [] Multiple Dwellings [] Privy [] (SF and/or D) Private Well [~] Water Storage [] THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: N/A Distance: - I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: (0 I' h Receipt Nur ber: C)'5 Permit .o. 0 S P 1 0115 I~ Waiver Fees: Date of Paymer~: Receipt Number: Waiver No. (Rev. 0~/~) June 9,2016 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System for Hillside North #7; Block 5, Lot 1 To whom it may concern: The subject lot is vacant. The property owner is proposing to build a four (4) bedroom home that will be served by a private well and septic system. We are proposing to install a new 1250 gallon septic tank and deep trench type drainfield. Two testholes were excavated on the property and the drainfield is designed around the 30 foot radius of testhole #2. Comments regarding the design are summarized as follows: 1. SOILS: See the attached 2016 logs which show the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: See the attached 40 scale design drawing which shows topography. The average topography around the proposed drainfield is 17%. There is a cutbank towards the west property line, however, the proposed drainfield is >50 feet away from the cutbank. 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 assistance. jeffre/'~/ Presi~'E I, P.E., M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.corn HILLSIDE NORTH ~7; I~CT C 100' WELL RADIUS DOES NOT ENCROACH ON THE PROPOSED SEPTIC SYSTEM HILLSIDE NORTH ~7; BLOCK 5, LOT 1 1" = 100' HILLSIDE NORTH #7; LOT 6 I \ / / NORTH 1~7; BLOCK ~-, LOT 1 HILLSIDE NORTH #7; BLOCK 5, LOT 2 100' WELL RADIUS DOES J NOT ENCROACH ON THE PROPOSED SEPTIC SYS1EM GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS PREPARED FOR: BRIAN MILLER LEGAL DESCRIPTION: HILLSIDE NORTH ~7; BLOCK 5, LOT 1 3YPE OF WORK: SITE PLAN 6 NUMBER OF BEDROOMS: ~- GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: 5.2 ~¢ 8.6 =ROPOSED APPUCATION RATE: 0.8 ~IINIMUM DRAINFIELD SQ.FT,: 750 FT~ ~RAINFIELD DESIGN: MAXIMUM DEPTH OF EXCAVATION: 10 FEET WIDTH: 2.5 FEET LENGTH: 55 FEET EFFECTIVE: 7 FEET ACTUAL SQ.FT.: 770 FT~ LETTER THAT PERq'NNS TO THIS DESIGN. TO OBTAIN A COPY Of THE LETTER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERqY OWNER AGREE THaT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT 7HE TERMS AND CONDiTIONS OUTUNED. NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPO): 600 PERCOLATION RATE/S: 5.2 MIN/INCH PROPOSED APPUCATION RATE: 0.8 MINIMUM DRAINFIELD SO. FT.: 750 FI~ SITE DRNNFIELD DESIGN: MAXIMUM DEPTH OF EXCAVATION: 10 FEET WIDTH: 2,5 FEET LENCrH: 55 FEET EFFECTIVE: 7 FEET ACTUAL SO. FT.: 770 FT= PROPOSED ALTERNATE PROPOSED 100' WELL RADIUS PROPOSED 1250 GALLON SEPTIC TANK PROPOSED 30X60 4 BEDROOM HOUSE HOFFMAN, P,I~S. WTH LANTECH TESTHOLE LOCATIONS WERE PROFESSIONALLY SURVEYED IN BY SHANE HOLT, P.L.S. / / 'INSTALL FCO DURING HOME CONSTRUC310N OCATION OF 10' CUT TO ROAD DOUBLE CLEANOUTS GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS PREPARED FOR: I PHONE NUMBER: PAGE NUMBER: BRIAN MILLER 907~)251-5828 2 OF 2 LEGAL DESCRIPTION: DRAWN BY: HILLSIDE NORTH ~7; BLOCK 5, LOT 1 D.J.G. 3YPe OF WORK: DATE: ~. 40 SCALE SEPTIC SYSTEM DESIGN 6/27/2016 GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS~ [SOIL LOG - PERCOI_~TION TESTI LEGAL DESCRIPTION: HILLSIDE NORTH #7; BLOCK 5, LOT 1 PERFORMED FOR: BRIAN MILLER DATE: 5/17/16 ORGANICS/LOAM GW/GN ]TEST HOLE #1 ] SOIL CLASSIFICATIONS ORG ML CL OL MH CH OH SC DEPTH TO GROUNDWATER DATE DRY 5/17/2016 DRY 5/24./2016 SITE PLAN SCALE: DATE READING CLOCK NET TINE WATER LEVEL NET DROP TIME (HINUTES) READING (INCHES) 5/18/16 I 2:22 6" 2 2:52 30 2 1/8" 3 7/8" 3 2:52 6" 4 3:22 30 2 1/2" 3 1/2" 5 3:22 6" 6 3:52 30 2 1/2" 3 1/2" 7 3:52 6" 8 4:22 30 2 1/2" 3 1/2" PERCOLATION RATE 8.57 (MIN./INCH) PERC. HOLE DIA. (INCHES) TEST RUN BETWEEN 6 FT. AND 7 FT. A FOUR HOUR PRESOAK WAS PERFORMED: YES · NO [] SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY: ERIKWlDGER COMMENTS: PERCOLATION READINGS ARE WlTHIN1/16OFINCH. PERFORMED BY GEG, Ltd, I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PF::~FOF~MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS ISOIL LOG - PERCOLATION TESTI LEGAL DESCRIPTION: HILLSIDE NORTH #7; BLOCK 5, LOT 1 PERFORMED FOR: BRIAN MILLER DATE: 5/17/16 ORGANICS/LOAH GW/GM ITEST HOLE #2 I 80IL CLASSIFICATIONS ORG ML CL OL NH CH OH SC DEPTH TO GROUNDWATER DATE DRY 5/17/2016 DRY 5/2&/2016 SITE PLAN DATE READING CLOCK NET TINE WATER LEVEL NET DROP TINE ' (HINUTES) READING (INCHES) 5/18/16 1 2:20 6" 2 2:50 30 1/4" 5 3/4" 3 2:50 6" 4 3:20 30 1/4" 5 3/4" 5 3:20 6" 6 3:50 30 1/4" 5 3/4" PERCOLATION RATE 5.2 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES TEST RUN BETWEEN 6 FT. AND 7 FT. i A FOUR HOUR PRESOAK WAS PERFORMED: YES · NO [] SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY: ERIKWIDGER CONHENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER~:ORMi~D IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 5/~¢/, ~