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HomeMy WebLinkAboutHILLSIDE VIEW LT 1AOnsite File Hillside View Lot 1A #015-242-85 Permit Number:OSP261156 Tax Code Number:01524285000 Work Type:Well Upgrade Effective Date: Design Engineer: Site Legal Address:HILLSIDE VIEW LT 1A G:2740 Owner:BRODERICK BRIAN & KANDY Site Mailing Address:7440 ALATNA AVE, Anchorage Lot Size in Sq Ft:83864 Total Bedrooms:6 This permit is for the construction of: Disposal Field Septic Tank Holding Tank Privy Non-Public Water Well Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Coodinate with On-Site staff regarding preferred method. 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing 6/11/2026 6/11/2027 GARNESS ENGINEERING GROUP LTD Special Provisions: Submit well decommissioning logs for all decommissioned wells prior to permit closeout. Documentation shall also be provided describing the method used to decommission the underground water storage tanks. Expiration Date: ¨¨¨¨þ ¨ Issued To: Issued By: Date: Date: 6/11/2026 6/11/2026 GARNESS ENGINEERING GROUP LTD Isatou B Njie MUNICIPALITY OF ANCHORAGE On-Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On-Site Water System Permit MUNICIPALITY OF ANCHORAGE Development Services Department =" Phone: 907-343-7904 On -Site Water & Wastewater Section ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel 1. D. 015-242-85 Property owner(s) BRIAN BRODERICK Day phone 907-748-4900 Mailing address 7440 ALATNA AVE., ANCHORAGE, AK Site address 7440 ALATNA AVE., ANCHORAGE, AK Legal description HILLSIDE VIEW; LOT 1A Number of Bedrooms 6 Engineering Firm GARNESS ENGINEERING GROUP, LTD. Building Permit Number Not Applicable ■❑ APPLICATION IS FOR: APPLICATION IS AN: (® all that apply) Absorption Field ❑ Initial ❑ Septic Tank ❑ Upgrade Holding Tank ❑ Renewal ❑ Privy ❑ Well THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance- Permit/Rush Fees: Z Waiver Fees: Date of Payment: C �� Zy 2!o Date of Payment: Permit No. �� S ,� Z i 1 S (� Waiver No. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP261156, Isatou Njie, 06/11/26 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP261156, Isatou Njie, 06/11/26 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191258 PID Number: 015-242-85 Dwelling: X Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New 0 Upgrade Name RITA GITTINS ABSORPTION FIELD ❑ Deep Trench ❑ Wide Trench ❑ Bed ound Site Address 7440 ALATNA AVENUE *ANCHORAGE, AK ❑ Other Phone Number of Bedrooms Soil Rating Total depth original grade 907-223-0400 G GPD/SFJ Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot HILLSIDE VIEW; LOT 1A Fill added above original gr Ft. Gravel length Ft. Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total orption area Number of trenches Dist. between trenches From Tank Field Tank Line Ftz Ft. Well 100'+ TANK 9 Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER TANK Capacity 1250/1000 Gal. Surface Water 100'+ Material Number of compartments Lot Line 51+ NA HDPE 7 Foundation 101+ LIFT STATION Manufacturer Capacity Remarks OLD TANK DECOMMISSIONED PER UPC Gal. PER CONTRACTOR Alarm location Electrical installed by Installer PIPE MATERIAL House to tank D3034 Tank to drainfield D3034 A+ HOME SERVICESCO/MTD3034 Drainfield D3034/EXISTING inspector DAVID GARNESS, P.E. BENCH MARK (Assumed elevation) 100.00 ft Inspdection 15t 5/6/2020 2 - nd Location and description 3`° - 4'h _ TOP OF MH ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp oo�oOp�� Conditional Approval: Date �� •'9s,��0 oo TH '•.� OO 0�:4/TH l 0...���.......1............� U efiry� Gbrness: Q r Septic Syste Approved z Date — E -7 - ��Dap�Ofess�°"°o Note: this appro�pi does not include well permit requirements. #AEC M4 PERMIT NUMBER: PARCEL ID NUMBER: OSP191258 RECORD DRAWING 015-242-85 ALATNA AVE A I B MH 72.1 89.5 STI 72.0 94.1 DBL1 71.9 95.4 DBL2 71.8 96.3 ST2 71.7 97.5 ST3 71.6 102.6 DBL3 71.7 103.4 DBL4 71.6 104.4 SWING TIES WERE DRIVED FROM AUTOCAD .DWG FILE PROVIDED BY SURVYOR (SIGNED .PDF IS ATTACHED) 155 ; ..4 .: ••,. � \ 100 r• ..',L..' �•r fir• \ �. ••'� .fir • - :� :; ry.- .•_ ` NEW 1500 GALLON GREER TANK; 100' WELL RADIUS WAS FLAGGED BY SHANE HOLT, PLS DURING CONSTRUCTION •+= "�• ;:, / NEW 1000 GALLON GREER TANK •. ; lam: EXISTING FIELD CLEANOUT NOT SHOWN ON AS -BUILT SURVEY, BUT PRESENT IN THE FIELD PER GEG INSPECTION IN I I -%/61Z I I � I I � I N I SIC ALE) I i.:. 0 Hi..•. •. 7 r- • - DBl3&4 WATER STORAGE TANK .��OF ���'• � 1111 r ......`. •• 4ij..• •..••••. •6• ♦ fi Jeffrey A. arness a �\� s 0 �'• E -7f 953 1� � LICENSE.��� #AECC884 A ,.w, r.,., ENGINEERING,, SALES t CONSULTING 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE. AK 99507 • PHONE (907) 337-6179 • FAX (907) 338-3246 - WEBSITE: wvnv.garnessengineering.00m PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BRIAN BRODERICK 907-223-0400 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: HILLSIDE VIEW; LOT 1A D.J.G. TYPE OF WORK: DATE: II, SEPTIC TANK RECORD DRAWINGS 7/7/2023 WATER STORAGE TANK .��OF ���'• � 1111 r ......`. •• 4ij..• •..••••. •6• ♦ fi Jeffrey A. arness a �\� s 0 �'• E -7f 953 1� � LICENSE.��� #AECC884 A PERMIT OSP191258 RECORD DRAWING TOP OF TANK AT INTLET = 95.84 INVERT OF BUNG AT INLET = 95.1 TOP OF TANK AT INTLET = 95.56 INVERT OF BUNG AT INLET = TOP OF MANHOLE = 100.00 FINAL GRADE = 99.51-99.65 2" INSULATION TOP OF TANK AT OUTLET = 95.86 NEW 1500 -GALLON SINGLE COMPARTMENT H.D.P.E. SEPTIC TANK ST3 TFINAL GRADE = 98.75 ST4 NEW 1000 -GALLON SINGLE COMPARTMENT H.D.P.E. SEPTIC TANK PARCEL ID NUMBER: 015-242-85 INVERT OF BUNG AT OUTLET = 94.99 2" INSULATION TOP OF TANK AT OUTLET = 95.53 INVERT OF BUNG AT OUTLET = 94.70 IffARNESS ENGINErERING GROUP, Ltd ENGINEERING LE S ,� CONSULTING 3701 E TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507' PHONE (907) 3376179 -FAX (907) 33&3246' WEBSITE: v.v.w.ga, a ngneetir4 o PREPARED FOR: PHONE NUMBER: PAGE NUMBER: RITA GITTENS 907-223-0400 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: HILLSIDE VIEW; LOT 1A D.J.G. TYPE OF WORK: DATE: I,- SEPTIC TANK PROFILE 5/8/2020 i- N."to'0#4 Aw f��1 . 1.........:9 .....................1. .... / � effrey�Imess•••�e = J i LICENSE�1�,�� `S'= #AECC884 / AVE Lm gem Low 4) 'Ins -9 -9,Yl lot 0 Lm AS Lm LA. cz; Ln 11 aj 3A/(V(7 3oisi7iH 3 I --------------- R c r>' 0 E M f E 0 0 , Cc E r'L 0 > C �: 5 m 0 It 0 M m .-; 0 0 0) (D CL C pa CA C a 4-J > t 3 2�1 .0 0 0 m CL L- LL o - V) d 0 m 0) m c Cl) 4) 0 M m 4-J CL 4- 0 0 COu 0 m c c 0) uCO '-p "0 8 0 C -0 8 > © CL 0 6 = .1 wtio (D 00 U) > 0 m 04 Ln 0) 0 VV) M 0 t 0) 0 E !P -0 J L -r *us" > 0 rq m In "d E E 0 x 4-J M 0 0 0 rcn 0 0 "0 'a c m -C M C 40 C,O C: c m 8 0 -C 0 0 0 x © = *C5u 0 C4 CL U -0 — Cl.LO- .0 CL U- •M -C CL V) CU =0 (c �<LpwLu > tko m 00 (U q 0cu E 4-J 4-0 W 4-J 00 r -I c 0 M U < E Ln 0 0 E = w 0-0 U 4-J 0 CL.- a - 0 C t13>( t H CL 0ttI CL tu > (D (D c 0 (1) 0— m -.0, CL 4) 0 co CL (n 0 10. cu E C: 4-J cn 0 0 0 0 E 4-J Z> U 4-J M r W a5 M d 4"J Ln a m E r L < C-4- cwi 4 c r>' 0 E M f E 0 0 , Cc E > C �: 5 0 It 0 M m .-; 0 0 0) (D CL C pa CA 0 0 . c 0 > t 3 2�1 .0 0 0 m CL L- V) d 0 m 0) m c Cl) 4) 0 0) 4-0 = CD 4-J 0 COu 0 m c c 0) Qj CL "0 8 0 C -0 (A 0 6 = .1 wtio a) 00 U) > 0 m 04 Ln 0) 0 VV) M 0 t 0) 0 E !P -0 J L -r *us" > 0 rq m In "d E E 0 4-J M 0 0 0 4-J V-4 4- "0 'a c m -C tLOm C,O C: c m 8 0 -C 0 0 = *C5u 0 C4 •U.J 0 0 •0 0 5 a E -a 40;t a.— -C CL V) CU =0 (c i 4.j 4) u > tko m 00 (U m 0 rn 4-J 4-0 W 4-J 00 r -I c 0 M U < E Ln 0 0 E = w 0-0 U 4-J C t13>( LL W (n N�,PA(tTy MUNICIPALITY OF ANCHORAGE oCfI( / • On-Site Water&Wastewater Program r \ PO Box 196650 4700 Elmore Road ` , j Anchorage,Alaska 99519-6650 Phone: (907)343-7904 Fax:(907)343-7997 °' http://www.muni.org/onsite s, f• Department �'yf NQN AQE On-Site Wastewater Disposal System Permit Permit Number: OSP191258 Effective Date: 7/1/2019 Work Type: SepticTank Upgrade Expiration Date: 6/30/2020 Tax Code Number: 01524285000 Site Legal Address: HILLSIDE VIEW LT 1A G:2740 Site Mailing Address: 7440 ALATNA AVE, Anchorage Owner: GITTINS RITA S Lot Size in Sq Ft: 83864 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 6 This permit is for the construction of: ❑ Disposal Field 2 Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received B . Date: ` 60‘ f Issued By: / , Date: 7© 1 MUNICIPALITY OF ANCHOR 6789 '' +l Community Development Department - I 'hiAQ�/n,eI .•4��r,3 's4 Development Services NILP9720)13-' • :7 On-Site Water & Wastewater Program E� Mayor Dan Sullivan 14‘1&. ti On-Site Sewer/Well Permit Application '1:f6 8 L For A Single Family Dwelling Parcel I.D. 015-242-85 Property owner(s) RITA GITTENS Day phone 223-0400 Mailing address 7440 ALATNA AVENUE *ANCHORAGE,AK 99516 Site address 7440 ALATNA AVENUE *ANCHORAGE, AK 99516 Legal description (Sub'd, Block & Lot) HILLSIDE VIEW; LOT 1A Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 6 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: ( aIl that apply) Initial ❑ Single Family (SF) Absorption Field ❑ (w/wo ADU) Septic Tank ® Upgrade Duplex (D) I I Renewal Holding Tank I I Multiple Dwellings n Privy ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: 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: 422-S•Ob Waiver Fees: Date of Payment: oc/2s/1q Date of Payment: Receipt Number: 23g32I Receipt Number: Permit No. OSP 161 12ce Waiver No. (Rev.01/11) GARNESS ENGINEERING GROUP, Ltd ENGINEERING SALES CONSULTING June 21, 2019 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program c3 " J2--S' v� 4700 Elmore RoadxPe-3 -tom Anchorage, AK 99507 v,.ct� S' i �-, Ref: Proposed Septic Tank Upgrade for illside View; Lot 1A To whom it may concern: The existing 6-bedroom house /served by onsite wastewater and a private well. The septic tank is ansimammosmommompplew. We are proposing to decommission the old 1,500-gallon steel septic tank and install a new 1,530 single- compartment Infiltrator septic tank followed by a 1060 single-compartment Infiltrator septic tank. Double cleanouts will be installed between the two tank and also after the 1060 tank. We are unaware of any adverse impacts this installation will have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. .-rely, Jeff :y . Garn. s P.E., M.S. Pre.. d-1 3701 East Tudor Road,Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com c _ 4 40'WELL RADIUS BREITZMAN: ALPINE ALPINE LOT4 TERRACE' TERRACE: BLOCK , ALPINE �pTIC BLOCK 2, NO LOT 5 TERRACE; ARE_LD LOT 1 CONCERNS BLOCK 2. LOT 6 St% ' 61 101'WELL RADIUS - A AVE d -. { :u.. I ( ,00,WELL RADIUS I .; 108 WELL RADIUS ;r L _. ILLSID;�V R� 3 ii HAWKINSON; -W.,•,-.., :y 2'G_' s LOT 1 i:.>�;;�< �a•^�' r.--; '~ VACANT .. ,4, -.', . Al ) <yr,j-• . lop• t.1r'•'r'&• IA i HILLSIDE VIEW;LOT 4 il r.HAWKINSON Alits ERSTORAG. TANK I ` TENGBERG: ADDENDA,LOT 1 ADDENDA.LO TRACT B2A r 100'WELL RADIUS 0 Qij 4L / ALE . ‘-'•--------_ 4 yl 1"=100' • % GARNESS ENGINEERING GROUP, Ltd 4'• '* -1---'—' ENGINEERING SALES CONSULTING - 0 3701 E.TUDOR ROAD,SUITE 101'ANCHORAGE.AK 99507'PHONE(907)337-6179'FAX(907)338.3246'WEBSITE www garnessengineenng.cam * Or PREPARED FOR: PHONE NUMBER: PAGE NUMBER # T. / A. Garn:.ss i�.. TAMI HEBER 907-223-0400 1 OF 2 ♦�J,'• C 7 3-- ���� PROJECT/LEGAL DESCRIPTION: DRAWN BY: ♦♦ •• HILLSIDE VIEW; LOT 1A PNB 1I ♦ /Jp� �\P\, •• TYPE OF WORK DATE LICENSE 41111 "`� 4 4. SITE PLAN 6/19/19 #AECC884 (AI.ATNA A ,,,A3, ' GEG,Ltd.HAS AN 8 PAGE SPECIFICATION LETTER NOTE:CONTRACTOR MUST HAVE ALL 100'WELL THAT PERTAINS TO THIS DESIGN.BY PROCEEDING // RADII WHICH ENCOMPASSES THE SUBJECT LOT FORWARD WITH THIS INSTALLATION,THE FLAGGED BY A PROFESSIONAL LAND SURVEYOR ENGINEER,WELL DRILLER,CONTRACTOR AND PRIOR TO CONSTRUCTION AND ENGINEERS PROPERTY OWNER AGREE THAT THEY HAVE LAYOUT. READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. �r., . • \ / SUMP 1(INSTALL PROPOSED 1,060 '.;, :.).%••. / NEW CO AND MT) INFILTRATOR _ 4. : N• .'• : SEPTIC TANK • .'..r..' • i'. (SINGLE-COMPARTMEN• ' •:. •T"!� EXISTING PROPOS'(i 1,t*.'A•:": '"'•'.• : +— -- EXISTING INFILT'"TOR.:: ';.':'�, I SEPTI•,TANIir•:.='•. :•,,•,.4'' • ST3 T2 T1 Ht (SINGLE-CO 'ARiMEd(T ;.. INSTALL DBL Cl.' ' ):' :s.'• i•..S;4.: •.: '' 1 ASSUMED / ' :•.'. f " ' '• ' LOCATION • • ,•'': r; . ` c / '' \\\\\\\ •4. .J• •• , \ \ p SUMP2 /� ' '- \ \ _i / c___ J / \ \ / ', \ \ EXISTING 1,500/GALLON - \ STEEL SEPTICrTANK TO BE DECOMMf SIGNED (- EXISTING 6 PER YPC BEDROOM HOUSE )Pt I 1 11/4WATER.......„.... • 'ADIOS STORAGE TANK I I O \\ • 100'WELL I I i Ate. , r=40' 1 /- , \ / \ / \ l GARNESS ENGINEERING GROUP, Ltd *I . •��* ENGINEERING•SALES•CONSULTING ; ""''''�� •• _ 3701 E.TUDOR ROAD,SUITE 101'ANCHORAGE,AK 99507'PHONE(907)337-6179'FAX(907)338.3246'WEBSITE:Nww.pemessen neering.com -!�4 16840 • PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 , J•• S i•WRITA GITTINS 907-223-0400 2 OF 2 �•...• E-79 zPROJECT/LEGAL DESCRIPTION: DRAWN BY: 0 • .•• ` Llr••• �HILLSIDE VIEW; LOT 1A PNB 1� l . ... , .4PTYPE OF WORK: DATE: 411 "'F ESS\ ��44 LICENSE SEPTIC TANK UPGRADE DESIGN 6/20/19 #AECC884 ,������� MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 *0 ENVIRONMENTAL ENGINEERING DIVISION ON -SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE EW ❑ UPGRADE MAILING ADDRESS l)// E lard LEGAL DESCRIPTION e, ��✓ `C LOCATION NO. OF BEDROOM ' -15-n V DISTANCE TO: Well /h y --cam Absorption a a Dwelling PERMIT NO. a z yH Manufacturer ( Material I No. of ompartments Liq. capacity in gallons IF HOMEMADE: Inside length Width Liquid depth Y DISTANCE TO:� Well Dwelling .. PERMIT NO. _ 2 z Manufactr�r r ! " -- Material - ' Liquid capacity in gallons w= DISTANCE TO: Well fi_ / Foundation -CC:} Nearest lot line j / PERMIT NO,.®t 7 J LL Z P 2 W No. of lines Length of each line 3 C Total length of lines Trench width inches Distance tween lines b as HTop of tile to finish grad t Material beneath tile Total of ective ab orption area w Length Width Depth PERMIT NO. wa Type of crib Crib diameter -Cfib depth Total effective abst5fption area y DJST NCE TO: Well Building foundation Neatest lot line W Cjas -/ Depth Driller Distance to lot line PERMIT NO. / DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS SO] LTEST RATING, C) INSTALLER' REMARKS L' d APPROVED DATE LEGAL tz-uiaKrsev. sl/8) 1 ; ��hA 1 ������I_1 � ���1 � ��������������� DEPARTMENT O/ HEALTH AND ENVIRONMENTAL P-1TECTION 825 'L STREET, ANCHORAGE, AK 99L � 264-4720 kA / h! PERMIT NO. EE K.. 0. 5=1 hl !ON (3 hl--- 1=3 1 0- 1EEE, 7 �E1 F-... �: F".". ( 810174 ) �������� / APPLICANT THOMHS GITTINGS 1011E. TUDOR RD. 275 | \ LOCATION HILLSIDE & HLHTNR ~ -/ LEGHL LOT 2 HILLSIDE VIEW SUB LOT SIZE 60000 SQUARE FEET ' TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH �A MAXIMUM NUMBER OF BEDROOMS = 5 SOIL RATING (SO FT/BR)- ]]0 /l .�� '74x)/11�� THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: ��= J 1 �EE P.. .--I ����� ��������= � THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFI THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE. OF T GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFHLL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET) �Eo­ ED 015; Ez FO, 1- 1 P0 1- top thl K "07 1 TR' Eo::= :1L���� PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. _ �--- ��� 1 M K101005 mE=E= FREEC001 1 KEE71., BHCKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN H WELL AND ANY ON -SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR H PRIVATE WELL OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL MINIMUM DISTANCE FROM H PRIVATE: WELL TO H PRIVATE SEWER LINE IS 25 FEET AND TO H COMMUNITY SEWER LINE IS 75 FEET. WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS OF THE WELL COMPLETION, OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. �007 Fit 0-1 1 7- EH: 0-0 to, 1 to! Eon: to, E-.- E_-'­[l'___:7 r-;I�; E-S. Al-EE.- �� I CERTIFY THAT 1: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON -SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE.. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. ]: I UNDERSTAND THAT THE ON -SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 5 BEDROOMS. SIGNED:_______________________________ APPLICANT THOMHS GITTINGS ISSUED BY)I/- DHT '� Y -------- - --------- \~ ° r --------------------- © I SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION— PERCOLATION It TEST Pouch 6-650, Anchorage, Alaska 99502 276-2221 i SOILS LOG - PERCOLATION TEST_ a� PERFORMED FOR: , � \ I DATE PERFORMED:_ T 10 n t LEGAL DESCRIPTIOI ( t Zl�u7�C\ DEPTH SLOPE SITE PLAN (FEET) 1 2 4 G A 5 6 7 8 9 10 11 WAS GROUND WATER �'•` > --� S ENCOUNTERED? L O 12 P IF YES, AT WHAT _ E 13 DEPTH? 14 15 16 17 18 -- -- -- 20 * 9Z ti • COMMEN PERFORMED( 72-008 (7/76) 4 _ f----- --- --- — - I, —l----- — I � 4 Reading Date Gross — Net Depth to Net Time Time Water Drop <, rnCo �••••+•• *r•••o• _ •• � PERCOLATION RATE (minutes/inch) -E TEST RUN BETWEEN _ FT AND FT Csorfh O. Talbor e • e"TAn `Z�,W CERTIFIED BY: DATE: ��F c7iW F� :::-- / � C- - �o 31 . qqv ct, �� i rl VZj Depth I 1.'oier.a. _• mJrr,s `,Mrh _ ta. Leor -)n -3 'eE• 4� n I wQ.P 0 t/, n w`k M I , � s it) G , .2 7/ sm W 7 4i n5L I I I fit,, II II IqI&tCIPA DEFT. OF HEALTH & �o II ECENED I II I I II I I I No. I, Depth I San :)'--Caption I I II I I I II II I LLA S II LAS 339�5, C� •`Y INC. A 633 EAST 815T AVENUE ANCHORAGE. ALASKA 99502 SUBSUREACE EXPLORATION Shift Report of Operations r Name Address City Project. Static Level GPYIELD � !� Depth -Begin Shift Depth -End Shift Depth Drilled TIME DISTRIBUTION HOURS Drilling Pull Casing Pumping Standby _ Surging LABOR ECUIPMENT Name lHours I Item I Size Hou IDnil-Rig "riatoed I I Pickup I Boom Truck Welder _ Compressor II venerator Notes: �� n •� t - InDf� c c `.LIE L,_45Y.A • D%P:.AT`..ENT OF NLIURAL PESOuPES t Division of Geolo,ieot 9 Geap�ysieo! Surveys Drilling Permit No. t.C•CATaON OF WELL (Place{ complete either lo, lb or ic.) A.D.L. he. Flo` ib� 1/4gIr1. Section No. TornehipNO Pang. E� Meridian rT= wo I'rc.{I DISTANCE AND DIRECTION FROM ��ROAD INTERSECTIONS S. OWNER OF WELL i 11JJJJ �l�ii,�j���r'l.Sf�/ o J /�a'%/�ir7 r�J vC 1 , W .i Ir l Address: -7 7 Struet Ledreaa oral Area of Weil Location J�� , C.f pTrovph Subdiviswn Lot Block 2 WELL LOG Feel eelor 4. WELL DEPTH: (final) 5. DATE OF COMPLETION . Su22 3 -"ft. __ _ - -Bolfom Material Typo ---- Top -, - f •( g. Cable tool � lory Driven ❑ Dug i Auger Jalted ❑ Bored ❑ Other: - - }__2 f e i 7. USE: (�e,.b m.sstic O Public Supply O Indu.try 0 Irrigation Recharge Q Ccn•,meficof _� Teat Well Q Other: .._.._1.i' t A! I-•L ..I' ,C'� /i U['/ ` ..�CI - 6. CASING: Q Threaded Z- *'.ded diam.G � _in. lo� It. Depth Weight ;to �'ft �_.L' diom. In. to ft. Depth Slickup ft k ( c G' it I'Te �� ' 7 9. FINISH OF WELL: Type: p�YZ-51 L_ Ciomctar -.__-- Slot/Most, Size, 0 a (o iSl 3 r� / y Sat W.eon ft and ft. Boekiiiting Gravel pock -- — +��� rwr' / /"' Q 10. STATIC WATER LEVEL' Si t:• ft. �2 j Above or 9-'Btior land surface Date EOuipment used: • 4/Td 1/--_-'_� II . PUMPING LEVEL belor land Surface and YIELD '� ' - i 1 at? ft. otter �^hrs. p.;rrping �iJ- giA \ ft offer Me. pumping 9.0 rr -� • v _V�~U % _/1 a<ti>,Q\S �, 12. GROUTING visit Gfoutad' Ye C� Mc1er101 heat Cement C Other'- �w f 13. P„MP (!t o. cr!Cb!a) HP .---=----- - -• - -- -ongtf, or �fO'r Pipe t! co.acity Subm a Jet Cent•rficol (] Other 14 REMARKS: —^ --(T 15. *Clef Te n.pt •Cturt _-._..a t 1 F _-_ 0 C ��- 1-- ifi. WATER WELL CONTRACTOR'S CERTIFICA'iON: Tnit cell +ot Or.IItC una{r ey tun:d�ttrrn :nC trry •tp:.rt ri +rut to ••.t Let' Of Rt k"o-it'j" Or: t.t1 - - - Raga+e aC hus.netk Ncrn6 Cc/ot,1t' L,ttrst `. -Ear :.!,�,ntd : r ✓� -.LOSE � �Li'�-..Fr _ _. _. __. - _ r � - -- r" - ._._ .- '- .. r Lu'rE• :09 Fat.'r'.•r •Or..{ r .. ltri•+ ii'Mv8 (n: Bt) Ct PI .. _. .Da .t". Ani TE '" .•• .Sao_, r.. •-. _ ..F• ..t :*e• bevelopm ni Services bepartmen t Building S-afel-y D-)Msion Wcter & Was t ewa i er rro;rcir, ^700 Bragow Street P.O. Box 196650 Mark Begich Anchorage, AK 99519-6650 Mayor w..muni.or�/onsiTe (907) 343-7904 Pump Installation Log Well Drilling Permit Number: SW Date of Issue: Parcel Identification Number:66-" Li9" : 6 Legal Description LL}7 :q- Pump Installation Date: ,5 —1,4 _'D Pump Intake Depth Below Top of Well Casing: I :ZS—feet Pump Manufacturer's Name: Pump Model: C^-r 1 �J j3 Pump Size XZ hp Pitless Adapter Burial Depth: U feet Pitless Adapter Manufacturer's Name: 0 Pitless Adapter Installer: /VA Well Disinfected Upon Completion? Y-Yes ❑ No Method of Disinfection: Comments: Pump Installer Name: Aw F5 Pro erty Owner Name & Address: r A G , -r--r , ,.� S Attention: The puinp installer shall provide a pump installation log to the DSD within 30 days of pump installation. DEPT. OF ENVIRONMENTAL CONSERVATION AITICTJORI'i-:JE T7ESTE.1-1N Dn mOFFICT-1 3601 C STREET, SUITE 322 AN'_'NO1,ZA%S1_', ALAS..'A 99503 1 LIr. Tobben S-;Dur!,.Iand, P.E. Consulting Engineer 6751 74'. Dliimoad B.1v"'. Anchorage, Alaska 99502-3904 STEVE COWPER, GOVERNOR 563-6775 ',Tovemnber 30, 1990 MLINICIPALITY OF ANCHORAGE DEPT. OF HE:' UH & ENVIRONMENTAL PROTECT! qE:, 'n " lf�1'00 ,r RECEiVED RT�',: Lot 2, THillside View Subdivision, Class -_ Public Water and Wastewater Disposal Systems (73ed and Drea%fact) , AD'_3C Project Number 9121-FA-026; Review Dear 'Ir. Spurkland: This is in response to your submittals, received in this office on October 31 and '17ovember 1, 1990, in which information on the adequacy test which you conducted on October 28, 1990 and anal­t4 - cal results for nitrates and total coliform bacteria from samples taken from the existing water system were submitted inorder to obtain operation approval for the above -referenced systems. I have reviewed the submitted information and find that the following information is needed before I am able to complete my review: 1. All actual test data collected during the adequacy test will need to be submitted to this office under your stamp as a Professional Engineer {P.E.). 2. on the submitted as -built, three water wells are noted. Information on which well is being used as tie Class C Public Water System Source Well will need to be submitted to this office. 3. Once the Public Water System Source 1,7ell is determined, conformation that the other two wells have been properly abandon will need to be submitted to this office under your stamp as a P.E. 4. If the farthest north well on the above-rej'a.,enced lot is the Public Water System Source Well, an evaluation of the possibility that the wood cribbing for underground sprinkler water storage tank, is a potential source of contamination will need to be submitted to this office under your stam-p as a P.E. T�Ir. ^obben Spurklancl, P.7. "November 30, 10,90 Page 2 Tf you have any questions, please do not hesitate to contact me. Sincerely, �t z 4)OA-C) :;even Rle.,jeno Environmental Engineer Sidi h, DIMS WALTER J. NICKEL, GOVERNOR L L J U Li Z YW MCTHN��M 0111MA I I APC70RA77 71ST17N D73TRICT OFFIM 513-0775 3221 Z ==, SUIT! 722 =70MM, ALASMA 19M E I V ED Februazy 1, FE 8 Ar, Tobicn Spurklant. 7.7. C, Consulting Engineer 5751 9. Dimond DIH. Anchozage, Alaska 955n?.39n4 77: Lot 2, ail7si3e view Subdivi3ion, Claos C 7uhlic catac an,-'. gastewatar nioponal Systamn (7al M Tzea%fast) ADEC Proj... ct . rumber 91?1-71-027; Rzvi3-,7 Dear 7r. Spurkland: This io in response to your submittal, raccivzl in this Mice on December 1.7, 1590, in which you ad0ress the itn-,z-,s noted in my November 30, 1990 letter regarding the nublic water and wastewater disposal systam3 serving the facility on ahovc-rafazancal lot. T have roviawel the submittod information, t5s officals file on tnis facility, ant jiocunsK the project with As2artmental staff a n j] have the following comments: nazed on the information submitted to tAis o2fics, it Cape am that the ezisting public water system uan installM in compliance wit'; the applicable State Regulations at tic time Of installation. In addition, it appears that current regulations an& emu' 3aiinas coull me meet with the exception of the separation d0tance between the existing source aell and tha soK absorption system located on a near -by lot. Therefore, tHe aNicting Class 2 Public Yater Syste:7, serving tae five bedroom Red an3 7reakfast locatsf on the above reference property is approvee for the concerns of this Departmznt. 5, final operation Certificate, constituting Wks approval, is ansloced for the existing Cla33 C ?ublic ITater System. in your Decewb= 17, 1220 submittal, a separation Mtanca waivcr wac zcquastel for the 130 Met between tha on -lot public Water system source well an a soil absorption system on Lot 5, Blocn 2, Alpine Tzroacs. As a result cz- of M information su5mittal, the Department has foun! the information yroviM to 02 satisfactory for allowing the requastzO waiver, in accorlanca with 1�� 72.035 an! 12 TM COMO :a) of �3tat,�� -.7a.-,tz�-_.,,,­ater Disposal ana Drinking mater aegulations, resrectively. Me, separation 21iotanc? b.,tween thon existing Mass :: ?uhlic '%ter System Source 1211 ano tj3 soil Absorption System on Lot 5, 1100. 2, Alpine Terraca has been waivaj from 151 fact to 130 faat. This waiver will zamain valid a3 long as semi-annual analytical r2sults for nitrate (as nitroyen) and Total Coliform Dactzzia are submitta-1 to this Department. : raconyanj that water samples be C01120tK], juring nay ana October of each yaar. in aMition, one nitrate levels start to CsAaij over 2 my/_ for more than two consecutive samples, anoinaering plans will neK to b-a to .:-Iis C)ffic,� for installation of a nitrate removal package. 71. sa'? on the r'�DJUI is of the a-cequacy tee r and t ]2 State ant t.2at the existing ,,.,a:-,te:')ate'r dispos l sy tem meat3 all coG2 �-fuiZements of this De-- artncent, :subm, illt2d under your sll- i..iJ 3s .a Professional Engineer , it appear s tilat t.le e isti ng was taw ater iSnocal sy St.a is adetquate to hanal0 the Volu-ma of was e"vlater fro a five ?droo i`lp1C.?2d F^rCa.tlst. Ti-IUS, in accordance :9t1 1 1 fr, AT^. 7 r n,.- '?ram 1 �- s n 7 -a - �- SyS C_i! 7.., ='lush Ja{ E'r �i5�t73u� _. �U-3Li01., �11•_ ]dc�StC't' at Z _ �3=�0 1 t serving tile iccility on Tot 2 '?illsida viev,, SU;:)3ivi^ion is approV=''I f07 Operation. Tills l: tt:'r constitutes f lnal a'_,nrovai for ]c? o :1:�ting t�aot 7a1Zc "Aispocal s y, t e 1. Due to tho ;ionitoring requirements of tii'e waiver, tie following P!ib1ic ?. ?f Slst'?m _�enti ication (T.-m J� Iluilb,: r is a-.73S 23 to tiiis u:Slic .7�`�er .3j�st:!,m, 21 f • ,( ^y copy) of this letter, _ am in%or-foryour clients t;tat the ?`''�T7-lumber asaly'ned t0 their i)u:)lic ;later syste_:1 w- need to be on ali ar.aiyt_cal data :UJlltt2o `Ms 0 that ti]Lwaiver :i11 YPi:13in Vdild'.itnu In closing, I -wish to recommend that additional ,tees be taken to al3andon the 16 inch 5iamet2r, 1_ toot Gleei:) irrigation well. `. hIe aaandoniii--nt `,:)roce']ut+e.`'-✓ r+'coi.mi en`l'ad ay the can ')a faun in the r2e7c:.rLrie'i7tci ?)UtJJ_ Cc.:t4On enti t1 U Suggest _ Practice iOr Shall fluter S-vS!C2nS" . i have enclose 1 a coiay th:_ well aaandoniaent -.,roc2-ures for your use. Titan% iou for your coo-oo-r2.tion witi'l this T)-_partment. VOU huV2 any C1Ues tlOn" , J1 13t? �'0 il0'� heS i t3"L - coil %_ :ilc . ' Sincef v _iaVen _:_I a -a :no Env-eon,-+ental engineer ^nclosuros: AS Stated cc: John 31liti], ^.'''?S, :a o ^nc. r! om, C-iLitins, Owner, i.,/ Enc.