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Home My WebLink AboutHOLLIS LT 2Hollis Lot 2 #015-472-29 Dec S 1 18 03.13p hncho age Nell & Pun -gyp Ser 9072430742 p.1 t Development Services Department Building Safety Divisian On -Site Water 8: Was+ewater program 4700 Elmcwe Rood P O, Box 190550 Mark 6sgrch Rr,choray�, A K 99507 Mayor �saf::- rr�w.:n�ni.arg/,,rs to (907)343-7904 Pump Installation Log Well Drilling Nrnia NwIlber: Sti4 Parcel. Identi icati(gi Number: -05 - q 7 y Legal Deseriptioa —_ Nolh s L a Piin,p Iustallaiion )Gate: - --` — t21zg/1 P11111l7 IntakeDeptl3 YElo, Top Or Well ��asine;jLi Pump M;RRufacturer's name: F,2I' aa4 Pump Model: ('_.at,S' V S 1 6 PUTIAP Size -3/ Shp P itte;s adapter Burial Depti:: 0 feet Pitless :adapter NTanxafacturer's Name: Pities Adapter ]xistalier: lam' "rVeil Disinfected T7pcn Completion? Yes Ll No Method ofDisiafectioll: Pump Iustailer Fame; ALA-,,� S30 t j0"" i-�' Ye-- A ✓t Gi i l/► G` C i �� 5�� Date of Issue: Property Owner Name & address: AttL'LIti0I1: "rl)e nuii:p in_talier sl;all provide Fp.: r;p :nsiallaticn log to the DSD Within 30 days ofpump installatiop.. Municipality of Anchorage - Development Services Department jam: Building Safety Division On -Site Water and Wastewater Program. 4700 Bragaw, St. P.O. Box 196650 Anchorage. AK 99519-6650 PageOf 2 www ci.anchorage.ak.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SL/ 0,5-0 l 03 PID Number: O IS- 7 2-2 Name fkrnl<. kk rf"gC;,? Wastewater System: ❑ New ® Upgrade �dms Jl o / l4i dPa uwo Trzsl 6 / ABSORPTION FIELD Plain 3 v� - 3 3 Sfs NurD.r of 30dm K Deep Tr 0 SMilue TranM D Bed M Mould o otl LEGAL DESCRIPTION sw Ratuq 1. 2 Tale Depm ti W" grad. 9. GPDtFtl FI. Blx Lot StedmPon Depen to pipe bohom from onq w gran. Gravel deem (wrath ppe L — 2 r/Ull Jr. I Ft. ,7(. SS' FI To.rnhg. Range se sort Fr added above arlgrnle Pale Cravel Largth O• FI. /.. r 2 FI. Well: EjCiS/ ❑ New ❑ Upgrade Gravel.+dn Z.S Noncar a Ines / Dlnanu eeta.en Ines — FI. FI Cbsvfcaton (Pnvmo. q 8. CI Total DBpm cased to Tale idl xi t n raa Pipe "'e-7 FI. FI G 37& F1' 7F: D—SOTv On— iii Draw Dar Drllyd Suho Walw L.vle neiaiw Dat. MelNrd Ft h t s/ 19 105' Yrr Puny Set le Ca" Heght Mow Grana "D5 -O I v TANK GPM FI. FL SEPARATION DISTANCES m Septic ❑ Holding ❑ S.T.E P. ❑ Other. To Septic Absorption Lift Holding ubouPnvate M..Aoctav camt, From Tank Field Station Tank Sewer Line 4 n t%or-O r -%On 000 Gat well rOo' 102, — — >zs' Metar.le VHunner Ef-evt of Cmrpanmerxa 2 S.de�.wle« > coo' ) rc,0' — — LIFT STATION V. A Lot Lar 3' �' — — sa Gal saver 'Pump on rule M 'Pump otr rral atWin ratty War. a1 Faxratrn cc SV • c .r 'Z r — N n in Pump Make b Modle ErwnFle atspe , PertormW W Como D'an — — — Remarks L-c,line wp I ✓e� irS ung, Or. BENCH MARK Locaton.rvl DoM Vl. n P ftc nac Gn QP a il'- �p �O>t%n OF tl(icln S f0�no.- 1 d�Qn Un Or� •� ur.r rn rtm [.rv,n sumea rvle�on OF how IOo.O Ft E bo k}r/Ivn wr�i Stir/ Engineer's Stamp s,'-auEim rw� \ t Inspections performed by: FIu F%n -rrc4 S✓c Dates: 1" 5-/151zsr i. ;o �`v9TH , d.....:.......... e.....:.. 2"a r/ rb/cg Z rhz_ 4', tServicesDe artment Approval .Developm .a.HEODORE F. Y00RE 1, Reviewed and approved by: A Or AnDate: �� S? ••' :CEa3589 °,; Nt. •,� ar ' �tl�•'a•,.�L•�4. i •i �1,L5L'�. �a4� y `v LOT 2, HOLLIS SID 42 -FOOT LONG SOIL ABS. TRENCH w. 4.5' EFFECTIVE GRAVEL r FL 'At r (CJ7N `x� •,• it .......................... .� .............�"::.'s. . THEODCRE F. MOORE 1 i'' ••. CE -358949 -4 i;. ORIG. GROUND ELEV. ISW050103,' ' INV. ELEV. 9 PERMIT NO: BOTTOM ELEV. „ BOTTOM T.H.#1 /// ELEV. 77.6' i WATER @ 82.1'5114/05 I PID NO: 015-472-29 ; R 100' ♦ , I SWING TIES:?� �. FROM: „A•• "B" "C" , "D" "E" TO: S.T. C.O. 7" 86' 62' S.T. C.O. "G" 89.5' 61' DBL. C.O. "H" 91.5' 61' TR. C.O. "I" S.- 21' %28• TR. M.T. "J" 67' 35.5' `11?i TR. C.O. "K" 14: y `v LOT 2, HOLLIS SID 42 -FOOT LONG SOIL ABS. TRENCH w. 4.5' EFFECTIVE GRAVEL r FL 'At r (CJ7N `x� •,• it .......................... .� .............�"::.'s. . THEODCRE F. MOORE 1 i'' ••. CE -358949 -4 i;. ORIG. GROUND ELEV. ABS. TRENCH PAGE 2OF2 WELL PLAN VIEW SCALE: 1" = 30' PROFILE VIEW NOT TO SCALE N -GALLON fIC TANK -TEST HOLE #1 4'+ SOIL COVER / \_INV. 1000 GALLON I 94.6' INV. 94.4' SEPTIC TANK ,,.�.,,.„.,.„.. ' INV. ELEV. 9 42 -FOOT LONG SI BOTTOM ELEV. „ BOTTOM T.H.#1 /// ELEV. 77.6' / WATER @ 82.1'5114/05 ABS. TRENCH PAGE 2OF2 WELL PLAN VIEW SCALE: 1" = 30' PROFILE VIEW NOT TO SCALE N -GALLON fIC TANK -TEST HOLE #1 4'+ SOIL COVER / \_INV. 1000 GALLON I 94.6' INV. 94.4' SEPTIC TANK ,,.�.,,.„.,.„.. IIolt Land Surveying 345-5513 August 24, 2005 Ted Moore Flattop Technical Services 14530 Echo Street Anchorage, AK 99516 Dear Mr. Moore: Per your request on August 24, 2005 I measured the distance between the well and the standpipe for the upstream end of the septic tank on Lot 2 of Hollis Subdivision, located at 11061 Hideaway Trail. The following is a description of the measurements I made and the separation distance I calculated. The distance between the center of the well casing and the center of the septic standpipe is 102.51 feet. When allowance is made for the radius of the well casing (3 inches = 0.25 feet) and the radius of the septic tank (29 inches = 2.42 feet), the apparent separation distance between the edge of the well casing and edge of the tank would appear to be 99.84 feet. However, the septic standpipe in question slopes toward the well a distance of 0.25 feet from the bottom to the top of the standpipe. Thus the septic tank is actually 0.25 feet further away from the well then the apparent measurement made based on the standpipe cap would suggest. Based on my measurements I determined that the actual distance between the closest edge of the well casing and the edge of the septic tank is 100.09 feet. Please feel free to give me a call if you have any questions on my measurement procedure, and/or have the Municipality On -Site Services technicians give me a call if they have any questions regarding the discrepancy between their reported measurement and my measurement. Sincerely, Shane A. Holt, RLS MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number: SWO50103 Legal Description: HOLLIS LT 2 Design Engineer: 0019 Flattop Technical Services Owner Name: HANK HARRISON Owner Address: PO BOX 110325 ANCHORAGE. AK 99511-0325 $/18 G 12 =oo p.. Date Issued: Apr 27, 2005 Expiration Date: Apr 27, 2006 Parcel ID: 015.472-29 Site Address: 011061 HIDEAWAY TR Lot Size: 49511 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: ❑,/ Disposal Field ❑.r Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Date: Issued By:1 I 1 1 Date: 2;' �\ Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Pv <d.iL .YAP Parcel I. D. CIS-�Lq Permit Number SW ZD Property owner(s) I kr.. k 14e, rr✓6. Day phone 7,y45- s.768 Mailing address P.o. aec ►io3 LS r� /}ac Zip Code 99r// Site address a ors r Nca(eet.. 2u 7'rwr'/ L?q 76 Zip Code Legal description (Lot, Block & Sub'd.) 4.01- 2- nb//!s S i-/> Legal description (Section, Township & Range) Lot Size Liq`iI Acre Sq.Ft. THIS APPLICATION IS FOR: Number of Bedrooms Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade 12 THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. ?�. < ?ne-,-c (Signature of property owner or authorized agent) Permit/RushFees: $N6o Waiver Fees: I 7 4ccf/r+0 Date of of Payment: 4Iog5I05 Date of Payment: p5 (1)5 Receipt Number: (DIOUD PAl Receipt Number: lDlo(olib (Rev. 09/04) FLATTOP -TEC NIDAL SERVICE& �.. ikt .'P'�'ti:i.:.:.L..-. '^—,:, <. c;,'�•d ..an..----<.:rNl..s €�.::.�."P..tw ra CnTL & ENVIRONAfENTAL ENCViEERLYC • ENERGY CONSERVATION & AINALYSIS THEODORE F. MOORE, P.E. 14530 ECHO ST. Pit: (907) 345-1355 ANCHORAGE, ALASKA 99516 April 22, 2005 M.O.A. DSD P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: The purpose of this letter is to provide the required design narrative in support of our application for a permit to upgrade the wastewater disposal facilities on Lot 2 of Hollis S/D, located at 11061 Hideaway Trail. We are also requesting a lot -line waiver allowing the tank to be as close as 3 feet from the south property line and the trench to be as close as 5 feet from the south property line. A soils log, perc test results, a site plan, design drawings and specifications are enclosed for your review. The proposed system will be constructed in the vicinity of test hole # 1. As can be seen from the soil log, the native material between 6 and 19 feet below ground level is a slightly silty gravelly sand with a measured perc rate of less than one minute per inch. Despite the relatively fast perc rate, the sandy nature of the soil should provide adequate filtration without the need to create a separate filter of imported sand. Using the soil application rate of 1.2 gpd/sq. ft., this 3 -bedroom residence requires a total absorption area of (3 x 150)/1.2 = 375 square feet. The'proposed 30 -foot long trench design with an effective gravel depth of 7 feet has a total absorption area of 420 square feet. The lot line waiver is needed in order to allow the septic tank and soil absorption trench to be located safely outside the 100 -foot radius around the well. We will attempt to locate the components somewhat further from the lot line than the distances being requested. As can be seen from the site plan, the existing septic system on Lot 1 of Gato del Sol S/D is over 100 feet away and there is ample room for replacement systems on that lot without there being any constraints imposed by the proximity of the proposed system. The topography of the lot in the area of proposed construction slopes down towards the west at 2- 3%. The proposed project will have no significant impact on present or future water supply and wastewater disposal systems serving adjacent properties, nor will it have any significant impact on reserved space -surface and subsurface, or on drainage. Please give me a call at 345-1355 if you have any questions on this submittal. Sincerely, Ted Moore, P.E. SEPTIC ' WELL I CJ OUS ------------ N LOT 1, HOLLIS SID T.H. " y #1 , , , ------ LOT 1, BLOCK GATO DEL SOL• SEPTIC * 7}� / F*�' 49m .lx ....................... A i THEODOREF.MOORE '., CE -3589 HOUSE LOT 2, HOLDS SID SEPTIC SYSTEM UPGRADE ; 1 SITE PLAN , FLATTOP TECHNICAL SERVICES 1 INCH = 50 FEET ' ` 14530 ECHO STREET DRAWN BY TFM ANCHORAGE, AK 99516 APRIL, 2005 NOTE: THIS IS NOT A SURVEYED PLAT. ALL LOCATIONS SHOWN ARE APPROXIMATE. -�� LOT 2, HOLLIS`S/D - -- R 100' 1 I 1 WELL R 100 `,ABANDON EXISTING ; f \\ SEPTICTANK ; } \ `- i 3 \\ INST.. ABANDON EXISTING ; i o®\ Qa SEEPAGE PIT ; = - -r- ONSTRUCT NEW •— T ''' 130 -FOOT LONG SOIL ABS. INSTALL NEW w. 7.0' EFF. GVL I 1000 -GALLON ; FRENCH _ SEPTIC TANK T.H. " y #1 , , , ------ LOT 1, BLOCK GATO DEL SOL• SEPTIC * 7}� / F*�' 49m .lx ....................... A i THEODOREF.MOORE '., CE -3589 HOUSE LOT 2, HOLDS SID SEPTIC SYSTEM UPGRADE ; 1 SITE PLAN , FLATTOP TECHNICAL SERVICES 1 INCH = 50 FEET ' ` 14530 ECHO STREET DRAWN BY TFM ANCHORAGE, AK 99516 APRIL, 2005 NOTE: THIS IS NOT A SURVEYED PLAT. ALL LOCATIONS SHOWN ARE APPROXIMATE. CONSTRUCT 30 -FOOT LONG SOIL ABSORPTION TRENCH w. 7.0' GRAVEL UNDER PIPE 13 7.51 7 INSTALL NEW 1000 -GALLON SEPTIC TANK J— 4" DIA. F-810 PERF. PIPE �— M.T. "A.. PLAN VIEW SCALE: 1" =10' CROSS-SECTION "A' :"A" SCALE: 1" = S' MONITOR TUBE MOUND BACKFILL 6" GROUND .TER FABRIC 4" DIA. F-810 PERF. PIPE -2 1/2' SEWER GRAVEL Z•5 1lom CLEANOUT DOUBLE CLEANOUT baA�oe ': �9T" : THEODORE F. MOORE Jod - SERVICES PL FLATTOP TECHNICAL '' 14530 ECHO ST. : i1 •:ter s ANCHORAGE, ALASKA 99516 [ :.,.�9Tli.y1.••..'it e TEST HOLE # 1 SOILS LOG - PERCOLATION TEST GP/GM Somewhat silty gravel 4 - r, : THEOOOVE F. A1O0RE LEGAL DESCRIPTION: LOt 2, Hollis S/D "'V.... ' C: - 3589 1''ar DATE PERFORMED: April 14,_2005 47 t;St••,'��p'�',.� PERFORMED FOR: Hank Harrison 11:19;30333/8 DEPTH PL (feet) Net Drop (inches) 1 SM Reddish sandy loam 2- 3- GP/GM Somewhat silty gravel 4 - Addwater & start 11:17:05 233/8 ML Gray gravelly silt 6- 11:19;30333/8 7- 3718—AW_ 8 SP/GP Slightly silty gravelly sand 2_19 7/18 Becomes cleaner and sandier w. depth 9 11:21:55 Depth to Groundwater titer_ 17.5' Water IQ 17.0' Date 4%14/05. 421/05_ Net Time Percometer (minutes) Reading Net Drop (inches) 4114 12" Presoak 2712 SITE PLAN 3% LOPE -- Date Reading Clods Time Net Time Percometer (minutes) Reading Net Drop (inches) 4114 12" Presoak 2712 12" resoak --.27-1/2— 712Add Addwater & start 11:17:05 233/8 _ _ _ ---11.19:05----2--1g112--37/8— watat er 11:19;30333/8 3718—AW_ 0211:21:30 2_19 7/18 31511.6 dd water 11:21:55 233/8. #3 11:23:55 2 1912 37/8 ZV I I PERCOLATION RATE <1 (minutesfinch) PERC HOLE DIAMETER g" TEST RUN BETWEEN 7.5_FTAND 8.0—FT COMMENTS: _Desisgn absorptiontrench on basis of 1.2 gpd/sq _t No imported sand _filter should be needed due to sandy nature of in-situ material. PERFORMED BY FLATTOP TECHNICAL SERVICES. I��'o-K CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: V / 2t /fit (Ffattop TechnicafSen*u 14530 Echo Street, Anchorage, A2C 99516 O lone (907) 345-1355 Lot 2, Hollis S/D 11061 Hideaway Trail Wastewater disposal system installation Specifications 1.0 General: 1.1 The scope of the project consists of abandoning an existing septic tank and seepage pit and installing anew 1000 -gallon septic tank that discharges effluent into a 30 -foot long soil absorption trench containing a total of 7.5 feet of sewer gravel. 1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor deviations from these drawings may be allowed or required by the engineer conducting the inspections. All construction procedures and material specifications shall conform to Municipal and State requirements. All separation distances shall be in conformance with Municipal requirements, unless specifically waived. 1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around any buried utilities. 1.4 Unless agreed otherwise, the contractor shall be responsible for any tree clearing and grubbing necessary to complete the project. 1.5 The contractor shall provide adequate cover material and rough grading over all system components to ensure that proper drainage is achieved after settlement and that there are no residual depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas. 1.6 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading after the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by the construction. 2.0 Septic Tank: 2.1 The existing septic tank and seepage pit which are not to be retained in service must be properly abandoned by thoroughly pumping, removing the tops and backfilling with soil. 2.2 The new 1000 -gallon, 2 compartment septic tank shall be Municipally approved and shall be set level on undisturbed soil. Each compartment shall be equipped with a watertight manhole cover and a 4" cleanout. If the tank is buried less than 4 feet, it shall be insulated with 2 inches of approved burial type, rigid insulation. 2.3 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The waste line from the residence to the septic tank shall have a minimum slope of 1/4'" per foot, and the waste line between the tank and the soil absorption system shall have a minimum slope of 1/8" per foot. A double cleanout shall be installed on the upstream side of the tank at the point where the connection is made to the existing sewer service line, and a second double cleanout shall be installed within 5 feet downstream of the septic tank. 3.0 Soil absorption system: 3.1 The soil absorption system shall be constructed by excavating a 30 -foot long trench to depth of 13 feet below original. 3.2 The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked to allow proper infiltration. 3.3 A total of 7.5 feet of approved sewer gravel shall be placed in the bottom of the excavation with the perforated distribution pipes laid level such that the pipe inverts are no less than 7.0 feet above the bottom of the sewer gravel. Sewer gravel shall be 0.5" - 2.5" screened gravel, with less than 3% passing the #200 sieve. 3.4 Monitor tubes and cleanout pipes shall be of 4" diameter and installed in the locations shown on the design drawings. The portion of the monitor tube extending through the sewer gravel shall be perforated. 3.5 Approved filter fabric shall be placed over the entire top surface of the sewer gravel. A minimum of 3 feet of soil cover is to be placed over the filter fabric. 3.6 The top surface of the cover material shall be raised a minimum of 6 inches higher than the surrounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. Fill slopes shall be no steeper than 3:1. 3.7 Unless specifically agreed otherwise the homeowner shall be responsible for arranging to have the site finish graded after the backfill material has stabilized, and for placement of adequate topsoil and seed to promote rapid revegetation of all areas disturbed by the construction. 4.0 Inspections: 4.1 A total of 4 engineering inspections will be required during the course of the project: (1) initial stakeout with the contractor to establish the location of the system and to discuss the plans, specifications and construction procedures, (2) after the native material has been excavated to expose th:. infiltrative surface to ensure that it is level and at the right elevation, and conforms with the soil test information, (3) after the sewer gravel is in place and the distribution pipes have been laid and connected up to the septic tank, but prior to placement of insulation or filter fabric, and (4) after rough backfill and grading is complete. The septic tank requires one inspection after it is set level and the piping connected, but prior to backfill. This inspection may be incorporated with any of the above inspections. 4.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in advance to ensure the availability of the engineer. Mtuiicipality ofAnchorage P.(). Box 196)50 0 ,Vxhoml c, Alaska V il9.(i N5O . Tcicphonc (9O7) 333.H,M)l - rar (!N17) 333.82(X) 4700 Braga a Street - Anchorage, Alaska 9!A 07 uimmunl,org Mayor Mark 11c#ich Building Safety Di-sisior3 April 27, 2005 Ted Moore, P.E. Flattop Technical Services 14530 Echo Street Anchorage, AK 99577 Subject: Waiver Request for Ilollis S/D Lot 2 Waiver Request WR#: 050022 Parcel ID # 015472-29 IIA/Permit # Dear Ted Moore, P.E.: o, a :y .o a4; ' Your request for a waiver of the required 100 feet horizontal separation from the septic tank to property line has been approved. The approved separation distance is 3.0 feet. And the waiver request of 5 feet from absorbtion trench to property line is approved. This waiver approval applies to the existing septic tank to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, Goodall ivil Engineer )n -Site Water & Wastewater Program Community, Security, Prosperity Municipality of Anchorage Development Services Department • v Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 Waiver Review Worksheet WR#:050O22 PID#: 015472-29 HA/Permit# SWO50103 Date Received: April 27, 2005 Legal Description: Iiollis S/D Lot 2 Engineer. Ted Moore, P.E. Flattop Technical Services 14530 Echo Street Anchorage, AK 99577 Applicant: Hank Harrison Waiver Requested: 3' lot line waiver to tank and 5' lot line waiver to trench Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Waiver is Granted: X List Conditions or Reasons for above: Total: Waiver is not Granted: Date: 2 1, ai By: -7 �7• Name of Reviewer i ........................ 0 ................... ..... ............... mous.... Rec#: 66640 Amount: $M Date Paid: 41271200s