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HomeMy WebLinkAboutHILLSIDE VIEW LT 1AOnsite File Hillside View Lot 1A #015-242-85 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 ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME IPHONE I Q'NEVV ❑ UPGRADE MAI LING ADDRESS j0/ / E l ceb r LEGAL DESCRIPTION /—A f/ LOCATION NO. OF BEDROOM YU DISTANCE TO: Well Absorption�a Dwelling ` �F- PERMIT NO.� / ( 7 31- ! . I -Z W H Manufacturer Material) No. of compartments Liq. capacity in gallons IF HOMEMADE: � Inside length Width Liquid depth —i a Z DISTANCE TO: Well D Iling PE dT NO. 2 z FQ- Mr J Material q �anufa Li p y in gallons Liquid ca a w= DISTANCE TO: We ,{"� ,�,� Foundation I,— 0R C- Nearest lot line PERMIT NO. `'� '� J LL Z P Z w No. of lines Len th of each line >� Total length of lines Trench width inches Distance b tween lines CQ..J Q I-- Top of tile to finish grad ` Material beneath tile Zo +sre+res Total effectiveabscorpti© area �{ W i7 Length Width Depth _ PERMIT NO. �.'. Qa F- W° Type of crib i6 diameter nb depth Total effective rption area to D NCE TO: Well Building foundation Ne est lot line W C �c,N" Depth Driller Distance to lot line PERMIT NO. l o 7 DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS f SOIL TEST RATING INSTALLER t:�crl,�Cs .�- REMARKS 0 1 APPROVED,�(/�/� / � �I n N 1 . i en DATE / LEGAL 7�! �i 1 i( '�d t� L t /t! lL fl✓i Qi(iti DEPARTMENT Of HEALTH AND ENVIRONMENTAL FOITECTION 825 'L STREET., ANCHORAGE., AK. 99'., t 264-4720 I..j F= p L_ F -i r -j Ca r- F:= CSB —:F. I -V FE :EF. E: 1-4 E=_ F;;:- F=' FZ r-1 11 PERMI'T NO. 810-174 APPLICANT THOMAS GITTINGS 1011E. TUDOR RD. 276- 2 LOCATION HILL -SIDE &. AL.ATNA L LEGAL LOT 2 HILLSIDE VIEW SUB LOT SIZE 60000 SQUARE FEET 'TYPE OF SOIL ABSORPTION -SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROCIM = 5 SOIL RATING (SQ FTeBR)= 330 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: r-*,-E=-F="-r"— -1 THE LENGTH DIMENSION IS THE LENGTH r I N FEET) OF THE TRENCH OR DRA INFIELD. 1-3 THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). F2 E=_ 1_7! t-1 I FZ F= IEN OH. F= F=" -V I A::: -y- F=4 r-4 F< #=-. I :E FE -1 'f-510, 0 C3 Fl I I C-1 r-4 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. -r L :F " FR F. ZEE L•Fr e:2 > 1 r-4 _�-- F=3 E- 0- -IF :1 C-1 Ir -4 --!U I BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM Is 100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND TO A 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. I CERTIFY THAT 1: 1 AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: 1 WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: 1 UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 5 BEDROOMS. 4 SIGNED: ---------------------------------------- APPLICANT THOMAS GITTINGS t !:I ISSUED BY _�DATE/__ V. 4EI- A w PppLtr'mT -LOCAr WN t1s» m €Lusf 4, ""4R LOT 2 HILL'a+.fm 'sof # -Vjo Type UF - .50EL 5y$rem IS. TRENCH Lor wfZE Arm klA FLAW)= 339 REQUIRED SIZE 13F V -W !RYEL r(Qa Ste'ST M 'S- THE LetlaTH Diff IN FSEr) OF THE rw arm 13 a T PIT i, TW DISTv" flW r aorrf SjF THE .fir C.t#4 FEE". € 4 RV rom:Wl TW - THE i�3r DEPTH fee niE "Infma £wig tv f'Vd� SETWEEN Wr€rteAM THE rr L " fie't'ft� l4 klt' feed'>_ cr Lt r n RES�ISELfTY TO t � r"" er r LV'RtWj THE r z r r r Err �r taus of Aw 3�'LLS :sir ro THIS pAcFlmry AM Tm s tpewneTMT THE i LL 14ILL Lw'-Vj= ELI, [Na OF P15'r'Sre Wt Liar Fc .- I NSPECTt0h AM AP�L By n4ts TMr tj ILS. eE SURMCr TO �+moi r i �_ t rr 1_50 ria �r � ji ,*L€c OENG too ice rwe OF Pttic s .L. To R r #Ir? soiER LDW IS :5 Vii_ ALL Y . Sr B OWD TO r€ fr �' �rrt�r arta +art t .; t*W APPLY_f t6.r-rcr€► t tt�rrcf cotr[Fv rrr FORTH BY THE r1p."IC tPA- I TY OF f:w" - _ t € rL in rs sr cry � 141TH THE COM - &- I r r - , --G € rF ,� rar '{ t om c T! fes# b TO £mViDe MSI.— irk sSEDROLM SIS -------- -------- r THamRs rjtrrftns j _.. XWX of Anchorage l�7 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264-4111 GEORGE M. SULLIVAN, MAYOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION December 31, 1980 Thomas K. Gittings 1011 East Tudor Road Anchorage, Alaska 99504 Permit # 800650 Subject: Lot 2 Hillside View Subdivision A permit issued by this department for well and/or sewer system has expired as of this date. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal Ordinance. If you have drilled the well, a well log should be sent to this department to document the installation date. If an engineer inspected the installation of the on-site sewer system, please have them send us the as-builts for our files. If there are any further questions, please call this office at 264-4720. Sincerely, In Les N. Buchholz, R.S. Senior Environmental cialist LNB/ljw enc: Copy of Permit SWP/057 �I DEPARTMENT QHEALTH AND ENVIRONMENTAL F-7TECTION 825 ;L STREET, ANCHORAGE, AK 99" 1 264-4720 tj E: I I F4 p-4 E> iD r-4 — _�_ I -r F7 !F. F="L4 FE F;;?. 1=" E"Fe r-1 I _r PERMIT NO. ( 800650 ) APPLICANT THOMAS K. 46TTINGS 1011 E. TUDOR 276-4812 LOCATION HILLSIDE & ALATNA LEGAL L2'H.ILLSIDE VIEW LOT SIZE 60000 SQUARE FEET rr -.41 TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH u lo MAXIMUM NUMBER OF BEDROOMS = 5 SOIL RATING <SQ FT, -'BR) - THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: r, -o E= Fz"-r H ::L4 I 1="ID-rHL=00_9 C3F,"F4%/E=l C), I=- F=' -r H -1 c2l THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THEREV!StAgETI-41IS amfr� FOR TRENCHES. THE OR '-EL PT UE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). F;-Im 1= G� U I F? F= r -s :F. F F= -r 10 -r n N K -=3 1 2" F= -1 =5 C-11 13 n L_ L_ #3"!E: 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 v LLOER""T'QF;;?E: F;�F=G)l_llF;;.wF=C_- -rWO < 2" > I N _�S F=* F= /_ -F I U-1 "!F - BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE 15 25 FEET AND TO A COMMUNITY SEWER LINE 15 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. F4 E- Fc M I -r F= X F=" I FZ? F=!F. C.- E- f, E"M E" E"FiC S.: I e "Z - I CERTIFY THAT Vo HEN 1: 1 AM FAMILIAR WITH THE REQUIREDFOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: 1 WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: 1 UNDERSTAND THAT THE ON --SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 5 BEDROOMS. APPLICANT THOMAS K. BI TTINGS O SOILS LOG p MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION TEST Pouch 6650, Anchorage, Alaska 99502 276-2221 D SOILS LOG - PERCOLATION TEST PERFORMED FOR: 0 `' - " - DATE PERFORMED: - LEGAL DESCRIPTIOI SLOPE SITE PLAN E PTH ___ _ , —� ��T,1 I i-� ,- _ GIA �-"Et 4 Date I 15- 516 Depth to Water Net Drop 16- {) 17 18- 8 l30�/1�ft//�i -3' 19 19- n� 20 20 ''b -' •••i$** w•we•• • �„ COMMEN Z c•e O. Talton •,"� �WOa,a ••� •w•Ye�vAw PERFORMED B S WAS GROUND WATER I ENCOUNTERED? L O P E IF YES, AT WHAT DEPTH? I ReaBing Date Gross Time Net Time Depth to Water Net Drop l30�/1�ft//�i -3' n� ZA I s E I I ReaBing Date Gross Time Net Time Depth to Water Net Drop l30�/1�ft//�i -3' n� ZA P ,, ( r PERCOLATION RATE V `' ((minutes/inch) f4TEST RUN BETWEEN - FT AND -t -- FT CERTIFIED BY:. DATE: e�eo;7 (2kz�-4rzd 71 AW19 old. .So oo, Lird -D gel ATle 31' 7�3�r3 / - 6 `i 0 CY C� 0 P -c 7� fl�\ LRS 3 1 bZ INC. A 633 EAST 015r AVENUE ANCHORAGE, ALASKA 99502 SUBSUREACE EXPLORATION Shift Report of Operations - Depth thatena. marxi Len,th Ler•.Cih Project 7 , I/ '57,f ^r —J Size Static Level��L� GPM -YIELD Depth -Begin Shift Depth -End Shift , Depth Drilled TIME DISTRIBUTION HOURS Drilling - Pull Casing Pumping Standby _ Surging LABOR EQUIPMENT Name Hours Item p Z/ :. ILrane ;� :, l If V Drill -Rig Flatbed Pickup f Welder Compressor Generator �A I�:lo Y 51p J•� FY Notes: l „ n V L2 U% uAMWIL/ro r,,a47/a�/ re31015M �� / G W74, , CA - (15 t. vttj CIPA I I DEPT. OF HEALTH & Fliv RONMENLTA NOV 4 1986 PCEIVFD II �i I) No. I Depth San )rcription I IL I If :. INC. A 633 EAST 015r AVENUE ANCHORAGE, ALASKA 99502 SUBSUREACE EXPLORATION Shift Report of Operations - Name 7/ Address City Project 7 , I/ '57,f ^r —J Size Static Level��L� GPM -YIELD Depth -Begin Shift Depth -End Shift , Depth Drilled TIME DISTRIBUTION HOURS Drilling - Pull Casing Pumping Standby _ Surging LABOR EQUIPMENT Name Hours Item Size Hours Z/ :. ILrane ;� :, l If V Drill -Rig Flatbed Pickup Boom Truck Welder Compressor Generator �A I�:lo Y 51p J•� FY Notes: l w :fir.' a. L it Gr L,. LSKA DEPARTmEtiT 0F NLTURAL PESOURES 2 Divi s on of Geolopleol B Gcopnys+col Surveys Vv t, n ' n -0 Drilling Permit No. LOCATeON OF WELL (Ploose complete either to, Ib or lo.) A.D.L. No. B�u9 Subdiv iron Lot Block 10� r/491rt. Section No. To.nenip NO Pangs E0 Meridian i• = r �)a �: C.II DISTANCE ANO DIRECTION FROM ROAD INTERSECTIONS C_ S. OWNER Of WELL %U4A7 /,fins , tz, t4� h0lai'145 o �3 Address! -7����?/sem 7-4 Pa•c 7f4$-0 y� /0�7 a Uer / '^ !� // N y Strust Adams and Area of Well Location N / IG_/J -7C 4= 6" 2 WELL LOG 1 77C �v 1 �hk L 1 t 040 • n _ Material Type .Of 9. FINISH OF WELL: Type: ! 1 �1>• d -- Clomtte r+ ._______— rri S Slot/Math size. Sol be! -eon rt and ft. 05- Backfilling Gravel Pack — 10. STATIC WATER LEVEL' S ft. Aboveor 0-13blor land surface Date Equipment used: ^Se* ,,d ez- _--_y ^`S It . PUMPING LEVEL below land surface and YIELD �( . as ft. of for _Me. PUMping { g:p-+r•: st _ ft. after —fire.pumpmp g.v n•_—i G��ti�ns 12.GROUTING Well Grevled vas �K"' Metenof'. U Neat C•menl _CD other---- .yj � IS.P MP'. (rt o. Ci!CL4) HP —^ Ungtr of trap Pipe f! ca:ac.ly Subm Jet L3 Coni"ficol 0 Daher_--- -. -� 14. REMARKS: 16. WATER WELL CONTRACTOR'S CERTIFICA!ION: ^^ IS. Water T. n.pve!ur._.._—o---'•_J'f _— 0{-� l__1 `..._ This rail was drilled undef rry Iur.ed-:a,en dna tris •deceit n Irue to •••t Lt" et rct Or: LI: 44, Rtg.Na•eC Nu:rna t. NC,6 Ccnvoc' L�ctne •..^ee• 14.1 Signal :y Y-�,y LL/ �/ !"..L "��✓ _ .__— _ ✓:+4 i ii 1. .. __._ __ .. cure• :a: Frc•a..•Cr,,.- -- - ��."' � t .-[/ � g/i�/�(D +urn i['Mv.R ice: BI) :^pr ;,_ev.e o•.pr: nHiT :•. .L+o �, r... . e LG•.G q. C,t :..• . U Feel Belaw Surface 4. WELL DEPTH: (final) 5. DATE OF COMPLETION TOp Bottom 6. C] Cable loot Q -Calory o Driven C3 Dug Auger 0Ueffed ❑Bored ❑01 her: ,-- f 7. USE: D-D£r*eetic 0 Public Supply ❑ Industry _ OIrrigation O Recharge O Cammefical .,L0 Tett Well a Other: .�� B. CASING: O Threaded--- diom.� �� in. to�It. Depth weight%eta r'1r diom. In. to ft. Depth Slick up ft ^� ft 9. FINISH OF WELL: Type: ! 1 �1>• d -- Clomtte r+ ._______— rri S Slot/Math size. Sol be! -eon rt and ft. 05- Backfilling Gravel Pack — 10. STATIC WATER LEVEL' S ft. Aboveor 0-13blor land surface Date Equipment used: ^Se* ,,d ez- _--_y ^`S It . PUMPING LEVEL below land surface and YIELD �( . as ft. of for _Me. PUMping { g:p-+r•: st _ ft. after —fire.pumpmp g.v n•_—i G��ti�ns 12.GROUTING Well Grevled vas �K"' Metenof'. U Neat C•menl _CD other---- .yj � IS.P MP'. (rt o. Ci!CL4) HP —^ Ungtr of trap Pipe f! ca:ac.ly Subm Jet L3 Coni"ficol 0 Daher_--- -. -� 14. REMARKS: 16. WATER WELL CONTRACTOR'S CERTIFICA!ION: ^^ IS. Water T. n.pve!ur._.._—o---'•_J'f _— 0{-� l__1 `..._ This rail was drilled undef rry Iur.ed-:a,en dna tris •deceit n Irue to •••t Lt" et rct Or: LI: 44, Rtg.Na•eC Nu:rna t. NC,6 Ccnvoc' L�ctne •..^ee• 14.1 Signal :y Y-�,y LL/ �/ !"..L "��✓ _ .__— _ ✓:+4 i ii 1. .. __._ __ .. cure• :a: Frc•a..•Cr,,.- -- - ��."' � t .-[/ � g/i�/�(D +urn i['Mv.R ice: BI) :^pr ;,_ev.e o•.pr: nHiT :•. .L+o �, r... . e LG•.G q. C,t :..• . U Development Services Department ,oma Building Safety Division 0 On -Site Water $ Wastewater Progrem 4700 BroStreet. P.O. boxx t 19 196650 Mark Begich Anchorage, AK 99519-6650 Mayor www mum ma/nreoe (907)343-7904 Pump Installation Log Well Drilling Permit Number: SW_ Date of Issue: Parcel Identification Number:615-Aqg, :j6, Legal Description Pro erty Owner Name K Address: tktit,.tO vle;W ra LDT 7 �,/s�v Acct r�rq Pump Installation Date: Pump Intake Depth Below Top of Well Casing: I ZS -feet Pump Manufacturer's Name:.. -k- Pump Model: CSS 1Z V a Pump Size f hp Pitless Adapter Burial Depth: U feet Pitless Adapter Manufacturer's Name: Ith Pitless Adapter Installer: I- VA Well Disinfected Upon Completion? aYes ❑ No Method of Disinfection: Comments: Pump Installer Name: Aw P3 i, Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. i }r iI 1r iI i it L' DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE WESTERN DISTRICT OFFICE 3601 C STREET, SUITE 322 ANCHORAGE, ALASKA 99503 .1r. Tobben Spurkland, P.F. Consulting Engineer 6751 W. Dl,tivnu Blvd. Anchorage, Alaska 99502-3904 STEVE COWPER, GOVERNOR 563-6775 November 30, 1990 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALFH & ENVIRONMENTAL PROTECTION C. � r 3 It �Q90 C � O RECEIVED RE: Lot 2, Hillside View Subdivision, Class C Public vdater and Wastewater Disposal Systems (Bed and Dreakfact), AD -1C Project Number 9121 -FA -028; Review Dear -Mr. Spurkland: This is in response to your submittals, received in this office on October 31 and November 1, 1990, in which information on the adequacy test which you conducted on October 23, 1990 and analytical 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 the Class C Public Vater System Source Well will need to be submitted to this office. 3. Once the Public Water System Source well is determined, conformation that the other two wells nave 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 -referenced 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 stamp as a P.E. } ;r. Tobben Spurkland, P.T. T.dovember 30, 1990 Page 2 If you have any questions, please do not hesitate to contact me. cc: John Smi tt;, D: HHD Sincerely, Z 4)&4.c) cCeven k.. Kleweno Environmental Engineer SF OF nA L SN �A WALTER J. NICKEL, GOVERNOR DEPT. OF ENVIRONMENTAL CONSERVATION I.� I :J RI1.:..T OF iC , 775 iC']. nm m aTJ „n -11n 03 RECEIVED February it _ • D1i,J l..l1 71..i .1 , ^onaul tiny engineer ✓c�i 1;ic'siora�e a 7 % 71 `"l Dry 1 nG V t i Ei:7 a ni Human Service: ' l 7 ion, Class 2ua1 j- '''ata_ and Lot 1,7 �a t) ^^ j rt T. 3tc:7atur J; 3"_J 03 al :)Y Cil , SOt�i [117 z 0aii , 11�-`�i:'O 0 [i 4v�'7 =i ",r • Spurklanl: y/1 I^11� _ ' L T '�.Yh ."i? ` • C• Di i. ice on 1:: lit reS'A10n3a to �'i)U_. o..t.J::l .'_e.ta�., i`..-�-�-���-�-a In tiii., - 7, l^^^, 4n h ch VOU a`: drc. > t1i^ it0; note'."'. in , t. o { n 'a '�' i p a. ?OVA?1J 3C', -1-,n lett<_ ru'gt..+. ting the 7Uul it^ '7 t, n'� WdSt�;7e e L. N _r-- fe en -c- lot • :?is��o_^al .3yste:r,3 sarviny t.l�� faciIity or. ')ca i L.... u . FiaVv r^VieFT^c-'� t11c `iubmitz^' 1"iiGi:;�1:..tr10;1, t.l_4 G: -.tit_` ., L. file On t, :11., l Lt. �` .7 F. �a.L^ �. n Lel. yt r n. 71 f i7C 11 _"t 1', "-n UJ W :=t]SSCu t_:le -�rOje t : 1 tl �..-c'.�.. t�.,._:l t_..,a 4aiJ_ ii, i1aVE? tfol'owJng co`ilment3: _la3ecl on tiie infor ilati0n :sub:rdty0 tO t"'.i3 O iice , it cnppear3 that the et:t. is . ng --.0 ._iC i^7la ter SV3 tela was) 1115ta;.lP In C01a^. ianCa :9i the .1;�11iOd7l a Stat ?eguLatioll^ at tt'-,c t ,3 O ins tall at on '.21 aJ.dition, it a a a r s tilat current r e g u I ationc an, guilelinea coul.J ba iilcet. the .:CviJtiO Oi the 3a�.-..iat.iCin uistance between tP.'-�. a7:i^ting sou rceeI_J and tha so11. ab00%Ition .''yste;i Iocatact on a p_. ... - ! 1 !1.`v,vr �-, "�.__ f., ]r, r- Cr .y 'Dub" T `V ni)`~te n-. ar "D yt Iot• Tl L fo/.e, tl. t". C,iSJl. � -'as- Ic -,Tater 1 S/� S-2i:Ving 'tile five 'DZ'1-00- Be' and -_, ea't;fcSt lOCat^_'; 01 tit above - reference I)r02ert(13 app rCV^c�2 for the concerns O:E this finai 0'�;2r. tion Ocrt_J. f icat^_, COnstitU'tt.iilg yP is T",ater Ysta:r.. a��,.1rOVal, 15 LnC105.2� for t:1e e:{i3i.:1;1� C.I...as.i Utll 'n your Je^ sr 1' 1 n^ UJ :separation li>tan-ca `'7aiV^r Y .. :, J_.i s i,,ia.ta_i a r a,.L-cl f f2e� el `_-Wean te :7 0n -lot y.uJliC 'water egu'_. for tae 13 t1 :a t.?�''Oitl Sou rC:� X7"11 =nµ •a Noll ab;3;o J'tion Eyste:t1 On Lot J, i'locl; 2, ,Y `n m^ -^ " el r ;: G�U1t 0:T,y ie'V ii'-.' Oi t%C '?1f Oralati on �u,Xtlittad, the D -Da;: talent 11a� Lot1n] tie ini'o-7 tat � On 1�� OVi.�.t :.t +..D i+ i e rtyU'?3 t_0 :.aivo Ln accor:'.a1nC'a roi.111 ut l�Lac or, nor a_lo 7i --m t 7 _ a ' �n -r .� n , .a '! n fir!'+ 00 n )� 'e) �. t- + -mss. -t '-� .r <, a �/ ...., 3 rJ a n ..1. r.. t, • ., ... t .. 0 f t i i c. � t..c .1 c: 1l:: r r T gulatior.5, res ectivelY • Th3 Disposal ane ,�_inkiny Tater _ L. 1. iter separation oietalc.e aet,.een tt, _,xistin ��as., ub-i 7 o ^n rT't l t'_le Soil 'bsor7tion Swste:.l on Lot J, ',..UC.± Sy ste-m Sour.. L a,1,3 _ ^ 1 cn 'cct '- l 30 � `' 111u �, l.J i.na ' —rraca :"las i722n wai-v3: Erou _ J1: L t,t. tG .�t. .+--. t: t.. L V7aiV�r ::Sl re:lan Voll:: LGIiG a3 S ,11J-annUal allaij"tJ-C iJ_ Suis for nitrate' (as nitroyen) an'� Total Coli"i0r::t'_ji:1Ct ria care Ul;itJ"ttcl +._. .� �. i._ �... s. T .-.. „ !^ o•• ra?y `.)12S bC Co lac;, .a:A, t0 t.J i.s 7,. p a:: t. at C n. t.• i. �.. U-:ililt.11 t.. that ,a'Cer -1,- Uur n '-say ani.l `cto'D,r O eaC', Y -C. -r.i auitj.Dn, 0i1C2 'trate 'e'VaIs start to reilain Over n,. i1g1l for -:lora than t 70 Con;JeCUtiJe sa:,,u.lcas, .-. n' ngi_--_r1n p -11 -ns will need Lo t0 !De3U.:Jitilittc^'� t0 L t13 ol:f1C2 for inStallaation of a nitrate removal 7ac.,aae,.)JUiin;c��m,ec',c!rslcaP:::byG." 7ase:' on the results of the adequacy test aril the state: -lent that the existing wastewater disposal syste:ll meets all code r?=juire:l2nts Of this Oepartilent, sub-mitted under your st'a:i33 as a Professional Engineer, it appears that the existing wastewater Us-p0^al System is adec1uate to handle the votu;le of waste47ater fro:;, a Live 'bedroom Beta & Breakfast. Thus, in accordance with the provisionZ Of l8 '\AC 72, Wastewater Dis--)oral regulations, the wastewater dIisposal system serving the facility on Lot ? �?illside view Subdivision is approved for operation. This latter constitutes final a_)-provai for the -existing Waste;,iater disposal system. Due to the monitoring requirements of the Waiver, the following Publ iCer Jyst?il identification (P'1S�=i Iiui;ib'ar is assigned to this public eater syste; 21=. S_v copy of this letter, = am informing your clients that theX SID Number assigned to their ublic Water systesi will need to be on all analytical data submitted to this DCDartlent so that the waiver Jill reTilain valid. in closing, I Wish to recommend that additional steams be taken to abandon the 16 inch diameter, 14 Loot Weep irrigation Well. TIll 0 abandonment procecaures recoi:t:iiendod by the DC'?artilc'nt can be found in the departmental -publication entitled " Suggeste,, Practice for Small Water Systems". I have enclosed a copy t o T,aell abandoni:lent procedures for your use. 'Bari% you for your cooperation with this 7epartI:.ent. if you have any 1uestions, ')lease do not hesitate to contact me. Sincerely, «even !',leweno Environmental Engineer Enclosures: As Stated cc: John Smith, D1771;9, W/o Enc. Tori Gittins, Ocher, :/ Enc.