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Home My WebLink AboutT12N R3W SEC 15 LT 139T12N R3W SEC 15 Lot 139 #015-484-16 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water 8 Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.cl.anchorage.ak.us (907) 343.7904 Page 1 of 3 Onsite Wastewater Disposal System and/or Well Inspection Report Permit Number. SW050058 PID Number: 015-484-16 Name JENNIFER ZIMMERMAN Wastewater System: ■ New ❑ Upgrade Y Address: 4731 EAST 104TH AVE.* ANCHORAGE, AK 99516 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 265-9170 4 CI Deep Trench ■ Shallow Trench O Bed Cl Mound Cl Other LEGAL DESCRIPTION sa R'�° 1.0 Total Depth Nam a 7!4 9.92 CPO/Sq. rL FL Block: Lot: Subdivision: depth to Pipe boltan Nanl 069ind grade: CM.wl depth bwr pae: — 138 & 139 — SEE DWG. rL 4 n Township: T12N Range: R3W Section: 15 ne addm.w ed aor uw groew: Grand 1 "1n: 150 (2 075) SEE DWG. n n. WELL: ❑ New ❑ Upgrade C a aleac 5 Number of boss: 2 u.ta ce W~ snww: 1 15+ n R Cbewrrgbon Pinata, A.B.C): Tota !j=. To' TOO Cbeaptkn area: D Pow metaM: 3034/ F-810 n. 1500 sae n Dwr. Wed: std waw Lwnl: 1100501.Date GEG, Ltd. M 3 28-29/2005 X\S�\N n Vole: Pump set u: Caw" "ht Abaww Grams: TANK tip„ n, n SEPARATION DISTANCES ■septic Cl Holding 0S.T.E.P. Cl Other To Septic Absorption Lift Holding /Prkatw pANCHORAGE TANK N 3000 From Tank Field Station Tank SewerLpww Well 100'+ too'+ — — 25'+ wtwld. STEEL w aa^roam« .. 2 Surface water 100'+ 100'+ — — — LIFT STATION Lot Line 5'+ al'+ — _ _ M e M ewana tawvA«tar Foundation 5'+ 10'+ — — — W* k au off- t. w wL Curtain Drain NO KNOWN Pamw Naw • u d kwgeGenw peri ro br Remarks: BENCH MARK t aur B.pdpup: �-, *WAIVER GRANTED. BOTTOM OF SIDING NEAR POINT ,-A- 1 00.00 ENGINEER'! B Inspections performed by: GEG, Ltd. Dates: 1st 3/28/2005 °�'. 4 . . :.". 2nd 3/29/2005 Q 3rd 3/29/2005 QO ...: fey ........ n .... a Q0�° Development jervices Department Approval ' tCE-79 3 \FSO 5�� Reviewed and approved by: ate: 1.5_1�,J�1 /�1� Op°"46'f rofel sloe 40QO�0��0 (Rev. 13/01) , I PERMITNUMBER: AS DRAG PARCEL 10 NUMBER: SW0 SWO50058 015-484-16 tetINSTALLED FLOW ALTERNATE SITE WILL - ff _ SPUTTER i`_ REOUIRE THE USE OF i------ ��yop r-- -� AN ADVANCED y' -- -J TREATMENT SYSTEM TM/2 13 NEW ------ - o r-----� NEW DRAINFIELDS - - 'T -- 6u L -----J 4SULATED PIPE r/ 4 INCH INSULATION 4 FEET WIDE. NEW 1 ..._ CREEK I ••i .3.. \� 8 INSULATED PIPE UNDER .''•' DRNEWAY r 4 INCH \\ INSULATION 4/ FEET WIDE.• -!��•. ` 140.02 120.24 DBL1 142.47 122.54 DBL2 143.92 123.84 FS 177.38 158.18 CO2 177.49 162.78 WTI 179.13164.34 CO3 187.96 165.51 EAST 104 `Y�C•p�tiC SL,.g7.4 WELL 1 r A I R ST1 126.98 105.07 ST2 140.02 120.24 DBL1 142.47 122.54 DBL2 143.92 123.84 FS 177.38 158.18 CO2 177.49 162.78 WTI 179.13164.34 CO3 187.96 165.51 MT2 186.21 163.77 MT3 196.51 180.99 C04 198.53 183.05 C05 202.59 180.58 MT4 1200.61178.70 1 1 I I 1 I IF GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS • ....... 3N1 L ROM 00.4 T 101 • WOM1Lt " N ? • ROK (f01)OJti1T • IK (Y07).Ue-i}M • r ' w.y-v.wMw PREPARED FOR: PHONE NUMBER: PACE NUMBER: •••• • •••••• ......••• JENNIFER ZIMMERMAN (907) 265-9170 2 OF 3 �Q m •;Jet ness: 1 LEGAL DESCRIPTION: DRAWN BY: OO s CE -79 3 \do T12N• R3W SECTION 15, LOT 138 & 139, C•J•G•'i-0�l4•�°Y.1co� 0 o o�o TYPE OF WORK: DAOpt /assio� TE: OQOOO��oo AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE 10/18/2005 ;Rev. 0L05) N 89056'149E 279.87' .D, T. MOL[ T. NOL( ROD/ "W. I ee.D � '9.1 I 166.2 I rl N , a2T LOT 138 D° N N I J 0 x 1D 1 ..� O > I I LJ Gx I D N i I I 16t°•TION TI.D ❑ N Z I O I � EY. NDP N I ... .� // Foo O % Ir t05.• 07 1� �• //°7 N O �GON W SRI ca J6 C F�T e�� — — — — — — — — — — — — — m ❑ APPRO% LOCATION — C ❑ 1r` Z OF ■EWER CRI° WELL ❑ i I rt 9126.2 1. 14PW 279.87' A� 'I I I EAST 101ST _ AVENUE of AC�S��o TH*•a ....................../......... AS�..�i fTAeII"— a SHANE A. HOLT: a r LS -6914 G 1�nw�e • eeo NOTES 1 LOT lit It 66.211 SO. rtR ELEVATIONS SASEO ON "RUINED CATUM PROPOSED FINISHED FLOOR ELEVATION IS RCSARS OR AWN. MONUMENTS ATALL CORNERS PER FLAT. AS -BUILT SURVEY& PROPOSED CONSTRUCTION PLAN SCALE: 1' R SD' PE68I0HAL po IMERESYCERTIFYTHATIIIAVEPERFORMEDA 4p�OOpO MORTGAGE_ S INSPECTION OF THE FOLLOW NG DESCRIBED PROPERTY. LOTS 178 AND 178. SECTION 15. T12N.R3W. S.M. ORIO 2526 ANCHORAGE RECORDING DISTRICT. ALWA AND THAT THE IMPROVEMENTS SITUATED THEREON ARE 1,IV1THIN THE THE INFORMATION HEREON IS FOR THE USE OF LENDING INSRTUTIONS SPECIFICALLY TO SHOW ANY CONFLICTS BETWEEN IDUSTING STRUCTURES AND PUTTED LOT LINES OR EASEMENTS AMD R NOT TO BE USED FOR POSITIONING ADOITIONAL PROPERTY LINES AND NO VISIBLE ENCROACHMENTS COST STRUCTURES OR FENCELEIES. OTHER THAN NOTED. EASEMENTS OF RECORD. OTHER THAN THOSE SHOWN ON THE RECORDED PUT. ARE NOT SHOWN HEREON. DATED AT AHCHORAGE.ALASF.A THIS 71ST NOTE.ANY FENCELINES SNDWNMELOCATED APPROXIMATELY ANO ARE MOTTO BE USED TO DETERMINE PROPERTYNINES DAYOF SEPTEMBER 206 MOLTLANOSURVEYING 58 a116-�117.a9 �......s a.w.m roe. TELw.un MUNICIPALITY OF ANCHORAGE Development Services Department Onsite 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: SWO50058 Legal Description: T12N R3W SEC 15 LT 139 Design Engineer: 0855 Gamess Engineering Group, LTD Owner Name: AMIR & ELISA AZIMI Owner Address: 4731 E. 104TH AVE ANCHORAGE. AK 99516 - 3I 4a A,�-1 3 Date Issued: Mar 24, 2005 Expiration Date: Mar 24, 2006 Parcel ID: 015484-16 Site Address: 004731 104TH AVE E Lot Size: 32200 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: ❑✓ Disposal Field ❑✓ 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. 5. The following special provisions. a.) Septic system Is being installed on Lot 138 for the existing 4 -bedroom single family dwelling on Lot 139. A 10 bedroom septic system has been designed for the existing 4 bedroom single-family dwelling on Lot 139 and a possible future 6 -bedroom residence on Lot 138. The appropriate approvals must be obtained prior to the connection of a second residence to the septic system. Received By: Issued By. Date: 3-0S - CJC Municipality of Anchorage ' Development Services Department Building Safety Division On -Site Water 8 Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907)343-7904 e .,� �( ON—SITE SEWER/WELL PERMIT APPLICATION !P T FOR A SINGLE FAMILY DWELLING Parcel I.D. nl - q.go- rtf, Permit Number Property owner(s) AMIR AND Fi ISA AZIMI Day phone (907) 337-62_0 Mailing address (1) 4731 E 104N * AN HORArr ev Mailing address (2) Zip Code 99516 Legal description (Lot, Block & Sub'd.) N/A Legal description (Section, Township & Range) T12N, R3W, SEC. 15, LOT 139, Lot Size 3�. Acre Sq.Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade ❑ 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. GARNESS ENGINEERING GROUP Ltd. Permit Fees: y%yd + l�w1 Date of Payment Z -)O xp�� Waiver Fees. - Date of Payment Receipt Number. 004 631 11- Receipt Number. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS March 23, 2005 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 South Bragaw, Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Attn: Juile Makela, P.E. Ref: Proposed Septic System Upgrade for Lots 138 and 139: Section 15, T12N, R3W A design was submitted to your department on 3/10/2005. We are revising the design to include a future house location and to show an alternate site. Two more test holes were excavated on lot 138. We are proposing to install the drainfield around these test holes. Per the request of the owners we have designed a 10 bedroom system for the existing 4 bedroom house on lot 139, and a possible future 6 bedroom residence on lot 138 . This design option would include the installation of a 3000 gallon septic tank and two 5 -wide type drainfields to be installed on lot 138. For the foreseeable future the septic system will serve only a single family residence. Before a second residence can be connected to the septic system approval will need to be obtained from A.D.E.C. Comments regarding the designs are summarized as follows: I. SOILS: See the attached log, which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See the attached design for the drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic upgrade. 4. TOPOGRAPHY: The average slope in the area of the proposed drainfield/s is approximately a 5 to 10 percent running southwest to northeast. In short, there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. ase contact us at 337-6179. S. NOTE. Attached is a site plan drawing, a design drawing, three soil logs, which are all part of the design package for this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337.6179' Fax: (907) 338-3246' Website: gamessengineering.com If I / I11 \ I / LLI \ 1 J (l� /oto T12. R3W. SEC 15. LOT 117, NO UTILITIES J T12. R3W. SEC 15. LOT 118A. ry. Z p PROPO-SED S -EP -TIC � SEPTC MEA UPGRADE TM13 + = -----LSE-DES-GN, PACE 2 OF TC MJ , TM,2 EP POSSIBLE LOCATION"_--_"__ '===7 .''>• OF 6 BEDROOM HOUSE TH/1 LOT 138 \-ALTERNA•. T12, R3W. SEC 15. LOT 137, „o PRPOSEO WELL \ \\\ IXISTIN IXISTINC WELL / i moi•'-% lOT 139 EXISTING 4 BEDROOM _ _ EAST 1 Q4=AV IVU HOUSE I III I11 I�I I I III III III l GARNESS CONSULTANTS NGINEERING4CTORS GROUP` Ltd. Al C 11100[ II0,0. 9118 101 • N.5p NI K 7 • h • ♦u (W7" -D" • •[lS w�. yni O PREPARED FOR: PHONE NUMBER: PACE NUMBER: AMIR AND ELISA AZIMI (907) 337-6250 1 OF 3v LEGAL DESCRIPTION: DRAWN BY: •� T12N, R3W, SEC. 15, LOTS 138 AND 139, R.A.L. TYPE OF WORK: DATE: REVISED �e SITE PLAN FOR PROPOSED SEPTIC UPGRADE 3/23/2005 w PROPOSED DRAINFIELDS ALTERNATE SITE. WILL (SEE DETAIL CSE,PTIC AREA REWIRE THE USE OF AN PACE 3 OF 3)� ADVANCED TREATMENT INSTALL FLOW SPLRTER� cxrru 1 COQ`_—_"'---- —S2' I 10• TH/1 \ POSSIBLE LOCATION •,*.4 .. ,:� •,• OF FUTURE 5 , BEDROOM HOUSE Q /1 INSULATE PIPE UNDER / DRIVEWAY w/ 4 INCH / INSULATION 4 FEET WIDY.--% \ CREEK \ EXISTING SEPTIC SYSTEM TO BE �3 •�. ,� POSSIBLE LOCATION OF ..PROPOSED 4RNEWAY NUMBER OF BEDROOMS: 10 GALLONS PER DAY (CPD): 1500 PERCOLATION RATE/S: <1 h 2.2 MIN./INCH PROPOSED APPLICATION RATE: 1.0 CPD/SO.FT. �\ \ COMPLETELY 'ijt CLEANOUT \ ABADNONED \\ w EAST 104 AVEW U \ \ MAXIMUM DEPTH: 12 FEET WIDTH: 5 FEET LENGTH: 150 FEET TOTAL TRENCH LENGTHS: 2 O 75• LONG EFFECTIVE: 4 FEET REDUCTION FACTOR: 0.50 ACTUAL, SO.FT.: 15DO WAS A 7 PACE SPECIFICATION LETTER THAT TO THIS DESIGN. BY PROCEEDING EnRW.Rn m*14 TERMS AND GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS � 5101 L 7Un11410. LUL[ 101 • MOCAWL " w 7 . N (YOl}L17i1T • FM (W7)1Y ". we 9 - mow. yam. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: AMIR AND ELISA AZIMI (907) 337-6250 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: T12N, R3W, SEC. 15, LOT 138, AND 139, 1 R.A.L. DESIGN FOR PROPOSED SEPTIC UPGRADE Ill. n1I151 INSULATE PIPE UNDER DRIVEWAY w/ 4 INCH INSULATION 4 FEET WIDE. INSTALL DOUBLE \ CLEANOUT g li��'�y PROPOSED 3000 \GALLON SEPTIC TANK \ NUMBER OF BEDROOMS: 10 GALLONS PER DAY (CPD): 1500 PERCOLATION RATE/S: <1 h 2.2 MIN./INCH PROPOSED APPLICATION RATE: 1.0 CPD/SO.FT. �\ \ COMPLETELY 'ijt CLEANOUT \ ABADNONED \\ w EAST 104 AVEW U \ \ MAXIMUM DEPTH: 12 FEET WIDTH: 5 FEET LENGTH: 150 FEET TOTAL TRENCH LENGTHS: 2 O 75• LONG EFFECTIVE: 4 FEET REDUCTION FACTOR: 0.50 ACTUAL, SO.FT.: 15DO WAS A 7 PACE SPECIFICATION LETTER THAT TO THIS DESIGN. BY PROCEEDING EnRW.Rn m*14 TERMS AND GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS � 5101 L 7Un11410. LUL[ 101 • MOCAWL " w 7 . N (YOl}L17i1T • FM (W7)1Y ". we 9 - mow. yam. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: AMIR AND ELISA AZIMI (907) 337-6250 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: T12N, R3W, SEC. 15, LOT 138, AND 139, 1 R.A.L. DESIGN FOR PROPOSED SEPTIC UPGRADE Ill. n1I151 75' — — — — — — — — — — — — — — — — — — — — — — MT Co co I L- °------- --- - -----------------j �o• 75' -------------- I ---------------- CO MT Co I L__0 - - - — - - - - - - - - -------------J —GRADE O HIGHEST POINT - 90.00 IN FROM TANK NOTE: ELEVATION OF PIPE EXITING HOUSE = 90.89. BENCHMARK IS BOTTOM OF SIDING AT PIPE EXITING HOUSE = 100.00 B.O.T. 68.92 -PROPOSED TRENCH BOTTOM ELEVATIONS - 78.00 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS 6 GENERAL CONTRACTORS M C 110011 110.0. 11IM 101 NCMDWX N1 K 7 • NCM[ (101}ST) '" • TI (901)0 =" • K�. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: AMIR AND ELISA AZIMI (907) 337-6250 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: T12N, R3W, SEC. 15, LOT 138, AND 139, 1 R.A.L. TYPE OF WORK: DETAIL DRAWING OF PROPOSED TRENCHES IR.,. olm l GRADE O TH/3 - 83.74 � THp GARNESS ENGINEERING GROUP Ltd. i�� CONSULTANTS & GENERAL CONTRACTORS •� roi a no+o. curt ion • w.u�onnq• wc. eew� • ew[: oo rein • rwv: ew u•e • •'®snG q .rwry.m„ ........... . ..... •••••• . SOIL LOG - PERCOLATION TEST F LEGAL DESCRIPTION: T12N, R3W SEC. 15, LOT 139, i Corn ss.: PERFORMED FOR: PATTY YALE a;/, CE -795 DATE._1/19/2005 19 2005 1. TEST HOLE #1 DEPTH TO GROUNDWATER . 1 .• 0 1/19/2005 DRY 1/26/2005 DRY im D% Mm 31 . - 1 3;1131 30 ioi, VZZA 3 RUN 31111111 ilii — Ym- 3�11�1 2y+��11�1 1 V", • y1 •rI'r�s'- 3 1 2- 2 1/2- DEPTH TO GROUNDWATER DATE DRY 1/19/2005 DRY 1/26/2005 DRY 3/10/2005 D% 372-3 I vs DATE READING STH#I NET TIME (MINUTES) N NET DROP (INCHES) 1/19/2005 1 4:09 — 6- _ 2 4:39 30 3 1 2- 2 1/2- 3 4:39 — •;. I _ 1 5:09 30 3 1 2- 2 1/2- 5 5:09 — 6- _ .:a i;r,�' �� i9• 100 5:39 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 1/19/2005 1 4:09 — 6- _ 2 4:39 30 3 1 2- 2 1/2- 3 4:39 — 6- _ 4 5:09 30 3 1 2- 2 1/2- 5 5:09 — 6- _ 6 5:39 30 3 1 2- 2 1/2 - PERCOLATION RATE 12 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.5 FT. AND 6.0 FT. A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY GEC, Ltd. I, JEFFREY A. GARNESS• CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: _ 3 /N h t— GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS.�� SOIL LOG —PERCOLATION TEST LEGAL. DESCRIPTION: PERFORMED FOR: AMIR AND ELISA AZIMI DE (feet 1 5=_" ORGANICS ITEST HOLE 2 ilea K$jw3*dE .� NET TIME (MINUTES) ' NET DROP (INCHES) II1111111 3:35 1111!11 6" �//�. 2 ;0% 10 HIM • k�9! 3:45 IIIIIIIII 6• 9' 4 ZOOM, 10 0111! 4.5" MAW, 0 - 6" DEPTH TO DATE GROUNDWATER DRY 3Z16/20051 DRY 3/23/2005 ,4jH#2 ,STH#3 1 I 1 I DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 3/17/2005 1 3:35 — 6" _ 2 3:45 10 1.5" 4.5" 3 3:45 - 6• 4 3:55 10 1.5" 4.5" 5 3:55 - 6" _ 6 4:05 10 1.5" 4.5" 7 4:05 - 6" _ 8 4:15 10 1.5" 4.5" 9 4:15 - 6" _ 10 4:25 10 1.5" 4.5" 11 4:25 - 6" _ 10 4:35 10 1.5" 4.5' PERCOLATION RATE 2.2 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6.5 FT. AND 7.0 FT. A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY CEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 3�i;/C5 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: PERFORMED FOR: AMIR AND ELISA AZIMI DE (feet O==/ ORGANICS TESTHOLE 3 DEPTH TO DATE GROUNDWATER DRY 3/16/2005 DRY 3/23/2005 ,STH#2 STH#3 N 31141 vZZ014 MM NHN • ..max c>^f \ 111111111 !•M 14% 1 1 � I j4+%`}` I}If[�i Y/i/� • DEPTH TO DATE GROUNDWATER DRY 3/16/2005 DRY 3/23/2005 DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 6 M\N JAS. R0�0 PASO OS PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 7.0 FT. AND 7.5 FT. A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THISVy§ PE ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: OSS ,STH#2 STH#3 N / .:�jn \ ..max c>^f \ !•M 1 1 � I DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 6 M\N JAS. R0�0 PASO OS PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 7.0 FT. AND 7.5 FT. A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THISVy§ PE ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: OSS Ingress/ Egress Easement Grant made this 24th day of March 2005, between Elisa Azimi-Tabrizi, NHN E. 104", hereinafter referred to as the Grantor, and of Elisa Azimi-Tabrizi, 4731 E. 100 hereinafter referred to as the Grantee. Whereas, the grantors are owners as tenants in the entirety of the following described realty: T12N R3W Sec15 Lot 138 & 139, according to the official Plat #SW2536 in the Anchorage Recording District, Third Judicial District, State of Alaska, And, Whereas, the grantees are desirous of enjoying the use of a certain portion of the grantor's land for the sole purposes of ingress and egress to Grantees land for the purpose of maintaining a private septic. • ,.1 Whereas, the grantors have agreed to grant to the grantees as easement solely for said defined purposes and for no other, Now, this grant witnesses that in return for said specified consideration the Grantors hereby grant to the Grantees, there heirs and assigns, full and free right to maintain a private septic upon a portion of the Grantors land. This Grant of Easement is intended to be appurtenant to Grantees above described land and touches, concerns and runs with said lands. This is not intended to be an exclusive easement: The Grantor herein expressly reserves unto themselves equal rights of ingress and egress and all other rights as the owners as tenants in the entirety of the described premises. Any dispute or disagreement arising under or in any way concerning this instrument shall be submitted for resolution to the process of binding arbitration in accordance with the Alaska statures made and provided for said arbitration. The jurisdiction of the Arbitrator shall commence 60 days form the onset of the dispute and shall operate to toll all applicable Statutes of Limitation. 3701 East Tudor Road, Suite 101 • Anchorage, Alaska 99507-1259 Ph: (907) 337-6179 • Fax: (907) 338-3246 0 Website: gamessengineering.com 2 In Witness Whereof the Grantor and Grantee have hereunto set their hands the day and year above written. Elisa Azimi- brizi —.Gran r Elisa AziVtabrizi — Vantee State of Alaska ) ) ss. Third Judicial District) This is to certify that on this 24th day of March, 2005 before me the undersigned, a Notary Public in and for the State of Alaska, duly commissioned and sworn, personally appeared Elisa Azimi, to me known to be the persons described in and who executed the above and foregoing instrument, and acknowledged to me that they signed and sealed the same freely and voluntarily for the uses and purposes therein mentioned. Witness my hand and official seal the day and year in this certificate first above written. le?r';�"4 Z�'e Notary4rublic in and for Alaska My Commission expires f �2& 3701 East Tudor Road, Suite 101 *Anchorage, Alaska 99507 Ph: (907) 337-6179 • Fax: (907) 338-3246' Website: gamessengineering.com STATE OF ALASKA. DEPARTMENT OF NATURAL RESOURCES ANCHORAGE RECORDER'S OFFICE 550 W 7TH AVE SUITE 1200 ANCHORAGE AK 99501-3564 (907) 269-8899 REC DATE RECEIPT NUMBER 03/24/2005 2206934 RECEIPT DESCRIPTION RECORDERS OFFICE FEE BANK CD/CK NUMBER: 8378 RECORDING RECEIPT'AMOUNT: 525.00 SERIAL NUMBER INFORMATION YEAR:2005 BEGINNING NUMBER : 18734 ENDING NUMBER 18734 TOTAL PAGES : 2 RECORDING FEES 425.00 FILING FEES COPY FEES CONFORMED COPY FEES PLAT FEES CERTIFICATION FEES PLAT COPY FEES OVER SIX NAMES FEES NON REFUNDABLE COPY SEARCH FEES OTHER FEES INFORMATION SEARCH FEES MICROFICHE COPY FEES REMITTER: GARNESS ENGINEERING GROUP 3701 E TUDOR RD STE 101 ANCHORAGE AK 99507 COMMENTS: RECEIPT - DO NOT PAY TO VIEW RECORDING INFORMATION-CN-T4t-iNTER T - PLEASE VISIT OUR WEB SITE AT: W W.AKRECORDER.IN NOTE: ORIGINAL RECORDED DO CUM L BE RETURNED FROM MICROFILMING IN 4-6 WEEKS. �aoc6 FROM :. PHDV NO. 3441601 Rofarenca•.Suilding or Land Use Permit Fumber(a) e. •�.. MUNICIPALITY OP ANCHORAGE COVENANT TO ?ROVIDS ACCESS Oct. 09 1999 04:3" PS k ITha Municipality of Anchorage, he einafter the It "Municipality", and "r/IS.Q M, 2'fwi,74aei-a/ name of individUal,part"-ranip,corporazion,or husbanda if joint owners) '-�-- bersinaftae *Owner", and r l f joint owners) hereinafter the "Neighbor«, enter into the following agreement which shall become affective on the date the agreement is fully executed. Section i. g•ha owner is a(n)_) Al �y1 �lLl and t , or execute(s) this agreement on f of the owner i the capacity of "jdr'%lni?i' antiraty/�1ifa husband and wife)) Qkh 14 /{?Wk-TAGl ) warrants that he/she has authority (n sa s ,i persons signing) to executu this agreementon behalf 1of the owpor. The Neighbor's a(n) OSdrVlq((_�/U_ uy, .. vwL="wn, ecc., or tenancy by enti�rn�ty)�- (� and JOS cJ@n{!��Ul21tli1Uni executes this agreement on' (name • o parson (a i�ning) I behalf of the Neighbor in the capacity of USLO Culel j (individua , pertner, pros en eorporat on , tenants y entirety {if husband end wife)) —f-—• 110—iso %NT TO PROVIDE ACCESS Page i toe arage \1 ng Safety athy Johnson) -6650 (Form revised 8/92) Lr�roItAk ea �. Municipality ofAnchorage M. Dox 196650 • Anchorage, Alaska 99519-UN90 • Telephone (907) 343-8301 • Fac (907) 81 s2oo W 4700 6rngnw Street • Anchorage, Alaska 99507 "w.mml.org . Mayor Mark,Bcyiclr Bullding Safety Division 3/30/2005 Gamess Engineering Group 3701 East Tudor Road, Suite 101 Anchorage, Alaska 99507 Subject: Waiver Request for T12N, R3W, Section 15, Lots 138 & 139 Waiver Request #WR050016 Parcel M #015484-16 Permit # SW050058 1 - Dear Mr. Garness: Your request for a waiver of the required 10 feet horizontal separation from the a sorption tield to the property line has been approved .The approved separation distance is 1.0 foot. This waiver approval applies to the existing absorption field 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, Julie Makela, P.E. Civil Engineer On -Site Water & Wastewater Program Community, Security, Prosperity Municipality of Anchorage Development Services Department • �+ 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#: WRO50016 PID#:015-484-16 HAM_ Permit#:,S1p 50058 Date Received: 312912005 Legal Description: T12N, R3W. Section 15. Lots 138 8139 Engineer. Gamess Engineering Group =,,Il XMXIV Criteria: •.•i •.0 ��•e •ri= ,5ii-a .- Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: ............................................................................... Waiver is Granted: Waiver is not Granted: List Conditions or Reasons for above: Date: By. ' Name of Reviewer .............................................................................. Rec#: OS65371 Amount: $175.Oo Date Paid: ,3RQ(gQQ5 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENE ., . "^RS top March 25, 2004 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic System Upgrade for T12N, R31N', Section 15, Lot 138 & 139. To whom it may concern: A permit was issued for the referenced property on 3/24/2005. We are proposing to move the drainfields farther north. We request that your department issue a 1 -foot lot line waiver from the north property line to the proposed drainfield. I am unaware of any adverse impacts this waiver would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Th*k you for your assistance. Lot Line Waiver $175.00 Receipt 065371 Date 3/29/05 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: garnessengineering.com