HomeMy WebLinkAboutKASILOF HILLS BLK 8 LT 8I( iloff Hill Block 8 Lot 8 #015-132- 07 MEN W '. �,Xt o Municipality of Anchorage dl nEC2018 � Community Development Department Page 1 of 3 On -Site Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 a http://www.muni.org/onsite • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP181349 PID Number. 015-132-07 ❑ New E Upgrade Name: GWEN BAUER ABSORPTION FIELD ® Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address: 10640 STROGANOF DRIVE *ANCHORAGE, AK ❑ Other Phone: No. of Bedrooms: soil Rating: Total Depth from original grade: (401) 965-1118 5 1.2 GPD/Sq. Ft 10.18 MAX. Ft /+ �+ LEGAL DESCRIPTION Depth to pipe Invert from original grade: Gravel depth beneath pipe: SEE DWG. Ft 6.56 Ft Subdivision: Block: Lot: FIII added above original grade: Gravel length: KASILOF HILLS 8 8 SEE DWG. 57 Ft Ft Owns Ip: anger eC On: - - - Gravel width: Beds Number of lines: Distance between lines: 2.5 Ft - - Ft SEPARATION DISTANCES Total absorption area: 747+ Number of trenches: 1 Dist between trenches: To Septic Absorption Lift Holding Public/Private From Tank Field Station Tank Sewer Lines SQ. Fit Ft Well 100'+ 100'+ 25'+ TANK ■ Septic ❑ S.T.E.P. ❑Holding ❑ Other Manufacturer. capacity. Surface water 100'+ 100'+ - INFILTRATOR 1530 N/A Gal. Lot Line 5'+ 10'+ - - Material: Number of compartments: HDPE 2 LIFT STATION Foundation *101+ '10'+ Manufacturer. c Curtain Drain NONE KNOWN Gal. •Pompon• level atPump oft level at Highwater alarm at Remarks: *ST1 1S 10 FEET AWAY FROM TEMPORARY TREATED WOOD DECK SUPPORT (NO FOOTER). THE TANK AND DRAINFIELD ARE 10'+ FROM ANY PERMANENT FOUNDATION. THIS HOUSE IS TO BE DEMO- Pump Make&Model Electrical Inspections performed by LISHED AND REMOVED AND A NEW FOUNDATION IS TO BE BUILT. THE NEW FOUNDATION MUST BE 10'+ FROM THE NEW TANKAND PIPE MATERIAL DRAINFIELD. House to tank D3034 Tank to D3034 drainfield Installer TERRITORY NORTH CONSTRUCTIONS, LLC. Drainfield D3034 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 100.00 Ft Inspection Location and Description: Dates: 1st 10/26/2018 2nd 10/26/2018 3rd 10/27/2018 4th - BOTTOM OF 4X4 FOR SHED FOOTER Community Development Department Approval ENGINEER'S S 00004 Conditional approval: Date: 4 �0 TH*��� 0 ; 49(Al VA QO '•..J fr! A. am ss: Approved: f� �� �-iX 5 0 1 Date: �n ) E 7 53 '• mQ 4 ed�`�oQ �p NrQ o� ;ono LICENSE Q fess p � #AECC884 Inspection Report _1-1 -12 doc PERMIT NUMBER: OSP181349 FA NEW DRAINFIELD NEW 2 -COMPARTMENT 1530 INFILTRATOR SEPTIC TANK4-- RECORD DRAWING ARCEL ID P015-132-076ER. CSEPTIC I AR!n ----- I I NOTE: THE OLD SEPTIC TANK WAS COMPLETELY REMOVED AS PER THE / / \ NOTE: ST1 OF NEW TANK IS 10 FEET I � DESIGN AND THE OLD DRAINFIELD x AWAY FROM A TEMPORARY TREATED I I \ WAS DECOMMISSIONED IN PLACE / POST THAT IS SUPPORTING DECK I \ i PER THE CONTRACTOR (SEE EMAIL) / \ \ CORNER. DECK TO BE REMOVED IN I I / \ NEAR FUTURE PER OWNER. I \ PROPOSED FOUNDATION FOR NEW 5 BEDROOM HOUSE. OLD \ !. HOUSE IS TO BE DEMOLISHED \ ' • • . ; • • ; • / AID REMOVED PER OWNER. \: DRIVEWAY•• •• a • / / 6 • •� NEW DECK PILE jMT2 I • ' •;• ILL MUST BE 10'+ i ••. Q iLL FROM DRAINFILD . IA *A10 THnl / j / a• • , EXISTING I z I WELL t 'w V P Q I MT7 • ••p•' 10 F C01 B //// . • a. I • 0 I fn o i DB2 DBL1 , • o • / / . N D C 3JcO .. .• /t NEW FOUNDATION MUST BE 10'+ FROM EDGE OF NEW SEPTIC TANK / EXISTING EXISTING PROPOSED I I FOUNDATION 5BEDROOM GARAGE CLEANOUT HOUSE I ) I I I I I I i / I \ SCALE: i I 1"=40' I I GARNESS ENGINEERING GROUP, Ltd ENGINEERING o SALES o CONSULTING 3701 E. TUDOR ROAD, SUITE 101 -ANCHORAGE, AK 99507 -PHONE (907) 337-6179-FAX(907) 338-3246' WEBSITE: w game envineerirw. PREPARED FOR: GWEN BAUER PHONE NUMBER: 401-965-1118 PAGE NUMBER: 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: KASILOF HILLS S/D; BLOCK 8, LOT 8 J.L.M. TYPE OF WORK: DATE: \ RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 12/19/2018 OF 4`'• '•49 '•'�♦♦i �. ..... • ,• y A. Gams ' -7953 Z AV "ROF ENSE ,11M.\ 7 IZ \���••• #AECC88a PERMIT OSP181349 RECORD DRAWING PARCEL015-1 2-07NUMBER: 015-132-07 FINAL GRADE / = 96.61-96.77 TOP OF TANK @ INLET = 93.55—\4" OF INSULATION TOP OF � rpER CONTRAC OR) `OUT ET A93. 7 INVERT OF PIPE ° I I III @INLET = 92.84 1530 2 -COMPARTMENT Ll INVERT OF PIPE INFILTRATOR SEPTIC TANK @ OUTLET = 92.68 FINAL GRADE = 92.78-93.62 ORIGINAL GRADE @ C01 MT1 / HIGHEST POINT= 92.49 FILTER BOTTOM OF TRENCH = 82.31 RELATIVE ELEVATION @ BOTTOM OF TH#1 = 75.99 (TH#1 DRY ON Wpl/ /i Ap� -Iwila \mac GARNESS ENGINEERING GROUP, Ltd —� ENGINEERINGDSALESoCONSULTING 3701 E. TUDOR ROAD, SUITE 101' ANCHORAGE, AK 99507' PHONE (907) 337-6179 - FAX (907) 33&3246' WEBUM—gamemngineefing— PREPARED FOR: PHONE NUMBER: PAGE NUMBER: GWEN BAUER 401-965-1118 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: KASILOF HILLS S/D; BLOCK 8, LOT 8 J.L.M. TYPE OF WORK: DATE: I- RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 12/19/2018 OF Z'"* AV! .......... . .... .........0 i 0 �..... a:. 1... ....... rey . Ga . ess W Ar •I ��iP CE 7953 = LICENSE#iN PROFESS " #AECC884 I,�V,����� / From: matt amsden To: Jody Maus Subject: 10640 Stroganof Date: Wednesday, December 19, 2018 9:36:46 AM Jody, Appreciate the chat, the old fiberglass tank at 10640 Stroganof was removed. The new tank was set based on field measurements to be 1Oft from the potential new foundation. M .Jeff Garness From: Jody Maus Sent: Wednesday, December 19, 2018 1:04 PM To: Jeff Garness Subject: FW: 10640 Stroganof FYI -----Original Message ----- From: matt amsden <matt@territorynorth.com> Sent: Wednesday, December 19, 2018 1:00 PM To: Jody Maus <Jody@garnessengineering.com> Subject: Re: 10640 Stroganof Correct, that's where the old field line kept back flushing on me when I had the machine on top. Nasty. M On 12/19/2018 11:58 AM, Jody Maus wrote: > Matt, > Jeff wanted to make sure you backfilled the old tank area with classified fill with 12" lifts as required on the design. Please email me back that you did this for verification. There will be a new foundation that will go directly over this old tank and it needed to be done. > Sincerely, >Jody Maus > Consultant > Garness Engineering Group, Ltd. > 3701 E. Tudor Road, Suite 101 > Anchorage, Alaska 99507 > Phone: (907) 337-6179 > Fax: (907) 338-3246 > Mobile: (907) 223-0555 > Websites: www.garnessengineering.com > -----Original Message----- • From: matt amsden <matt@territorynorth.com> > Sent: Wednesday, December 19, 2018 9:41 AM > To: Jody Maus <Jody@garnessengineering.com> > Subject: 10640 Stroganof > Jody, 1 5/5 I I { LOi 9 l N89000'00" VV 198.20 I I J[ ii , irnl r ! Cli f I I f Septic vent (typ) � I � l � Greenhouse — TJ OF RECORD, OT ii R I i P N I FJOSF FHOWN 0111THF: RECORDCI-) PLAT APE- 1.110T SHOW."I I_RFzOP1 Ui,!LESU : i (HE IAIISE NOTED. deck. J `­ N8 9 °00'00" W 195.58 Loo 7 '. Elizabeth L. V c,IcI:ka ' k 8036 - LS FB 21-2, pg 40-41 BE O 1 30 30 0 i 0 L r Co AS -BUILT NO CO SNE- S SET THIS DP,TE I hereby certify that I have performed a tMortgage s inspecticn in accordance with ASPLS Standards of the fol!cvving described proper;: LOT 8. BLOCK 8. KASILOF HILLS SUBDIVISION Anchorane Pecording Precinct Alaska, and that the improvements situated thereon ale within the property !il es and do not o : erlao or encroach on the property lying adjacent thereto, alai no improvements on the properly lying adjacent thereto encroach on the premises in question and [}tat there are no road :rays, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska this 26th day of i IAY 2021. FRED V-JALATK.A & ASSOCIATES, L.L.C. Engineers and Surveyors 907-248-1666 I { This drmvinc is ar. a%)msent.@tion o; conditions found I:t the time the mortgage toc36on survey was Pei, armed. This : ccurnent does nct corstituie a boundary 1 s -rvoy and Is sub uGt to atty IIt3CCUraCieS :hat .. subsequent boundary survey inay disclose. The information contained on this dravriny shall not be useci iD I i71is1; arty ro:) a. cnticttn a or oil;.?r irnp; cvr ,neat . Thi::.irswiny til c.,ll unly be w:�'d fur single piupery transaction. Use of this drawing by the n!Jrml i diel;; or by a:ir_rs a: a letter date vACI-Dut 01> consent or Elizabeth L. Walatra is a violation of Federal Copyright lase. Unless gross neu6nence i; discuvar d, !' 118bliity xi'@nt Uf the p opF:re r is limited t0 the amount of fees colleciod for services In rreparallon of this product. ! t~ ry` . r .0 l deck ? n� SO' COI.! 26..i deck. J `­ N8 9 °00'00" W 195.58 Loo 7 '. Elizabeth L. V c,IcI:ka ' k 8036 - LS FB 21-2, pg 40-41 BE O 1 30 30 0 i 0 L r Co AS -BUILT NO CO SNE- S SET THIS DP,TE I hereby certify that I have performed a tMortgage s inspecticn in accordance with ASPLS Standards of the fol!cvving described proper;: LOT 8. BLOCK 8. KASILOF HILLS SUBDIVISION Anchorane Pecording Precinct Alaska, and that the improvements situated thereon ale within the property !il es and do not o : erlao or encroach on the property lying adjacent thereto, alai no improvements on the properly lying adjacent thereto encroach on the premises in question and [}tat there are no road :rays, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska this 26th day of i IAY 2021. FRED V-JALATK.A & ASSOCIATES, L.L.C. Engineers and Surveyors 907-248-1666 I { This drmvinc is ar. a%)msent.@tion o; conditions found I:t the time the mortgage toc36on survey was Pei, armed. This : ccurnent does nct corstituie a boundary 1 s -rvoy and Is sub uGt to atty IIt3CCUraCieS :hat .. subsequent boundary survey inay disclose. The information contained on this dravriny shall not be useci iD I i71is1; arty ro:) a. cnticttn a or oil;.?r irnp; cvr ,neat . Thi::.irswiny til c.,ll unly be w:�'d fur single piupery transaction. Use of this drawing by the n!Jrml i diel;; or by a:ir_rs a: a letter date vACI-Dut 01> consent or Elizabeth L. Walatra is a violation of Federal Copyright lase. Unless gross neu6nence i; discuvar d, !' 118bliity xi'@nt Uf the p opF:re r is limited t0 the amount of fees colleciod for services In rreparallon of this product. """"ryMUNICIPALITY 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 sJ http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP181349 Work Type: Septic Upgrade Tax Code Number: 01513207000 Site Legal Address: KASILOF HILLS BLK 8 LT 8 G:2541 Site Mailing Address: 10640 STROGANOF DR, Anchorage Owner: BAUER GWEN B & Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Q Disposal Field CEJ Septic Tank ❑ Holding Tank ❑ Privy Effective Date Expiration Date �»1 Cf7( \0 ^•N�O�i� a:l n �I f 1_)chartrnent Lot Size in Sq Ft: Total Bedrooms: 10/3/2018 10/3/2019 29529 ❑ Private 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. 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 Co,* 1 5e ar ij 4�°m A67dpned _kencV o1= 'tD be— 10 Received B Issued By: y: Date: /0 /X_� V Date: g 5 MUNICIPALITY OF ANCHORAGE .,tr� Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On-Site Water& Wastewater Program Mayor Dan Sullivan On-Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 015-132-07 Property owner(s) GWEN BAUER Day phone 401-965-1118 Mailing address 106940 STROGANOF DRIVE ANCHORAGE.AK 99516 Site address 106940 STROGANOF DRIVE'ANCHORAGE,AK 99516 Legal description (Sub'd, Block& Lot) KASILOF HILLS: BLOCK 8,LOT 8 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (®all that apply) Initial ❑ Single Family (SF) IN Absorption Field ® Upgrade ® (w/wo ADU) Septic Tank ® Duplex (D) ❑ Renewal ❑ Holding Tank ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: N/A Distance: - I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP.Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: 6404 r Waiver Fees: Date of Payment: l�_��1d Date of Payment: Receipt Number: 0(a'38131 Receipt Number: Permit No. 05 S 39 ci Waiver No. (Rev.01/'1, . t- ..... Quanics GARNESS ENGINEERING GROUP, Ltd �� Advanced Treatment System ENGINEERING SALES CONSULTING Dealer October 3, 2018 Municipality of Anchorage Development Service Department On-Site Water&Wastewater Program 4700 Elmore Road Anchorage. AK 99507 Ref: Proposed Septic System Upgrade for Kasilof Hills; Block 8, Lot 8 To whom it may concern: The existing 5-bedroom house is served by a private well and septic system. The drainfield is in a state of failure and needs to be upgraded. Additionally, the homeowner is proposing to build a new structure on the property (see attached 40 scale). Given that the existing structure is 5-bedrooms, we are proposing to install a new 5-bedroom system consisting of a 1500-gallon septic tank and deep trench type drainfield. One testhole was excavated on the property and the drainfield is designed around its 30-foot radius. Comments regarding the design are summarized as follows: 1. SOILS: See attached 2018 testhole by GEG which shows, soil classification, percolation test and groundwater monitoring. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: See attached design drawings. During our site visit, no slopes greater than 25% were noted. However, in the event that there are slopes greater than 25% (as shown on the GIS mapping), it is believed that the proposed drainfield will meet the steep slope provision as follows: 1. Trenches shall not exceed sixty inches in width 2. Natural vegetation within fifty feet down-gradient of the disposal field shall remain undisturbed, or the exposed slope shall be stabilized with erosion control vegetation or an approved equal prior to final operational approval 3. The distribution pipe invert shall be a minimum of thirty-six inches below the top of the natural organic surface, measured on the downhill side of the trench. We are unaware of :ny adverse impacts this installation would have on adjacent wells or septic systems. If you have any qua- ions, please contact us at 337-6179. Thank you for your assistance. 1 S� ely, ./ r frey A.yar Cef.-- n:ss,, P.E. M.S. President 3701 East Tudor Road, Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com I \ / I 100'WELL RADIUS 1 1 I 4q1-1/// , I O/ \ 1 / \ KASILOF' LS; I / Q/ BLOCK 8,LOT IQ\ / KASILOF HLLS; —— BLOCK 7,LOT 9 /�// �/• ` \ /-- N / / \ \ / �// /� / 1 `� tt/// \\ I KASIL6F HLLS: 1 I 0p\ ' I BLOCk 8,LOT 9 I I I IWELL RADIUS I ,�00 I KASILOF HLLI;; / / SEPTIC I BLOCK 7,LOT AREA ,---1� 13 \� / \ / / \ / KASILOF HLLS; / \/ \ \ \ BLOCK 8,LOT'/ / \ js/// CARE \ i\�� -'�/ / \ / ADVANCED \-- I Rq°j0. 1> I CAREA II I/ 1 I 1 1 O /KdSILOF HLLS; / \ I / BLOCK 7,LOT 7 N \ / / \ / \ I/ // VACANT \ / 0 O \,- --�-/ I / // _ I- I KASILOF HLLS; KASILOF HLLS; I Wit IS CSEPTIC BLOCK 8,LOT 12 BLOCK 8,LOT 7 '— ......... I< 101...... ------''WELL N A5 / �1�T7 1 KASILOF HLLS; D /// \\\ I1 �'\ \ BLOCK 7,LOT 6 7.---. / \ / / ) \\ \\ ADVANCED // Gyp Yj \\ CARE. / I PTIC \ \N\ /// CC M�T 1 I 1 1 \ / 71 �O/Us700, I I DWS I I I 100'WELL�` I I 1 1 / KASILOF HLLS; / KASILCIF HLLS: I / 1 , BLOCK 8,LOT 13 / BLOCK 8\LOT 6 / C \ / \ I / M _ ' \\ / \ / (Nk ----- --- —1 ISCALE: 1 1"=100' . 4,41.51- °l •0 ./11-�.. • 4 1. ••. • 1111 . _. 1'' GARNESS ENGINEERING GROUP, Ltd , 49 i•jik 11::31 •' ; r 0 k , 1 / 0 3701 E.TUDOR ROAD,SUITE 101•ANCHORAGE.AK 99507•PHONE(907)337-6179•FAX(907)338-3246•WEBSITE:www.gameseengnemig.com •••• PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0.t^ e - A. Ga 1-SS %GWEN BAUER 401-965-1118 1 OF 2 •��- CE,-79 f3 ' � PROJECT/LEGAL DESCRIPTION: DRAWN BY: ..414),..'•' 9111I ''<'.' KASILOF HILLS; BLOCK 8, LOT 8 D.J.G. •4 E 0.- •• TYPE OF WORK: DATE: 4. LICENSE - 1ii""��4 SEPTIC SYSTEM DESIGN UPGRADE 9/11/2018 #AECC884 I • I I [ , • DESIGN CRITERIA: GEG,Ltd.HAS A 8 PAGE SPECIFICATION NUMBER OF BEDROOMS:5 LETTER THAT PERTAINS TO THIS DESIGN. BY NOTE:THE CONTRACTOR SHALL HAVE THE SOUTH AND GALLONS PER DAY(GPD):750 GPD PROCEEDING FORWARD WITH THIS WEST LOT LINES AND THE WELL RADIUS FLAGGED BY A PERCOLATION RATES:2.22 MIN/INCH INSTALLATION,THE ENGINEER,WELL DRILLER, REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION PROPOSED APPLICATION RATE:1.2 GPO/BEDROOM CONTRACTOR AND PROPERTY OWNER AGREE MINIMUM DRAINFIELD SQ.FT.:625 FT' THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE DRAINFIELD DESIGN: TERMS AND CONDITIONS OUTLINED. MAXIMUM DEPTH:10.5 FEET WIDTH:2.5 FEET 1 LENGTH:55 FEET VV// EFFECTIVE: 6.5 FEET ACTUAL SQ.FT.:715 FT' T I N °O APPROXIMATE LOCATION OF EXISTING / \G DRAINFIELD BASED UPON CLEANOUT LOCATION AND MOA RECORD DRAWINGS;EXISTING / PROPOSED HOUSE I DRAINFIELD TO BE ABANDONED IN PLACE / a ... O • I /N� PROPOSED DECK ' ••• '..• .'.•� T \ / ' • PROPOSED DRAINFIELD '•'•.. •:' •' • .•• ; T� I I ' ' • ' EXISTING ' /�+ ALTERNATE SITE •'' a • •• • DRIVEWAY 02 I I 1 e ` • C MTV' I m I <25% I 13+ <25% I i �. EXI3Tl • : NG7 w I a T.H.#S'% /////// . .. Op, 4 ;•'ROPOSED; <. a FC(RADlV3 I to Q :I DECK 44 lim, s 16'+ DECK 0 CO1 h T1 EXISTING I / 5% HOUSE / < 5°,° 11 �, / r r I DBL3&4 . •L1&2 \ ASSUMED LOCATION OF SEWER LINE PER • SHED EXISTING TANK LOCATION AND MOA RECORDS V ALTERNATE SITE DESIGN CRITERIA: \ I EXISTING TANK IS LOCATED UNDER THE PROPOSED FOUNDATION OF THE NUMBER OF BEDROOMS:5 NEW STRUCTURE IT SHALL BE PUMPED,DISPOSED OFFSITE AND THE HOLE GALLONS PER DAY(GPD):750 GPD SHALL BE FILLED WITH PIT RUN GRAVEL COMPACTED IN 12"LIFTS PERCOLATION RATE/S:2.22 MIN/INCH I PROPOSED APPLICATION RATE:•6 GPD/BEDROOM PROPOSED 1530 TWO-COMPARTMENT INFILTRATOR SEPTIC TANK;INSTALL MINIMUM DRAINFIELD SQ.FT.:125 FT2 DOUBLE CLEANOUTS BEFORE AND AFTER SEPTIC TANK.PROPOSED TANK 'CAT III ADVANCED TREATMENT TO BE 10'+FROM THE NEW PROPOSED BUILDING FOUNDATION ALTERNATE SITE DESIGN: N MAXIMUM DEPTH:10.5 FEET I WIDTH:2.5 FEET LENGTH:30 FEET I S ALE: EFFECTIVE: 6.5 FEET 1"=40' ACTUAL SQ.FT.:390 FT2 •L�/\'\\•I ��•��• JIB 4 ,'�� . ' /graJaj/ ef� .. GARNESS ENGINEERING GROUP, Ltd 4.2 ; •\ .'* 3701 E.TUDOR ROAD.SUITE 101•ANCHORAGE.AK 99507•PHONE(907)337.6179•FAX(907)3383246•WEBSITE:www.gamessengineering.corn • PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 .• J, • t A. Garn.ss : a GWEN BAUER 401-965-1118 2 OF 2 • 0 %. CE Th. •' : • PROJECT/LEGAL DESCRIPTION: DRAWN BY: ,♦(moi •,•j 0 P i'B •kf. KASILOF HILLS; BLOCK 8, LOT 8 D.J.G. .es0 "..... a. TYPE OF WORK: DATE: LICENSE 11■ ESS` _��� SEPTIC SYSTEM DESIGN UPGRADE 10/3/2018 #AECC884 ���s�%� riGARr �,1 `\ * ., NESS ENGINEERING GROUP, Ltd1 ENGINEERING SALES CONSUI TING • 3701 E TUDOR ROAD.SUITE 101•ANCHORAGE AK 99507•PHONE 1907,337.6 79•FAX 9071338-3246•AEBSITE ms,3a rnes,en3n,,,,g,om •• • I / � : ' : ♦ c(" � e •. Garp-:s Li SOIL LOG - PERCOLATION TEST •��'��. CE 5 � � LEGAL DESCRIPTION: KASILOF HILLS SO; •BLOCK 8,LOT 8 •1 )�`•• G►• Z Sae PERFORMED FOR: GWEN BAUER DATE: 8/29/2018 I00 4•,' '1OFESS\�.44 4 LICENSE DEPTH #AECC884 1�������� (feet) _ ORGANICS/OVERBURDEN TEST HOLE #1 1 ,7,- SOIL CLASSIFICATIONS SITE PLAN 2 –J� 'd• - W = ORG 3 SM (WITH ROOTS) >� �`tS` CG,P 1 ^ ML � �l�' GM ��� CL � 41.*:, //7 Gc: OL �`:, Q,Q ooFoa SW -.).) MH N 5 " ':II SP : : I �\ "` � SM / // // OH . ;: �4. SC ,4 As 6 ;� •Y p G 7 — "T !` DEPTH TO DATE Ps " � GROUNDWATER ��i N 8 :,` DRY 8/29/2018 5 i.4-5,,;, DRY 9/5/2018 SCALE: Iiii 9 - St`1 .,=100' ` ... GP TO GM 10 4i-` :' UA l L READING CLOCK NET TIME WATER LEVEL NET DROP 11 — ;, ,. TIME (MINUTES) READING (INCHES) ;.._ti;..,,, 8/31/2018 1 3:35 - 6" - 2 3:45 10 1 - 1/8" 4-7/8" : :� 13 9-1.Y 3 3:45 6" - " 4 3:55 10 1 -5/8" 4-3/8" 14 — .-' `� 5 3:55 - 6" - 7..*, ,, 6 4:05 10 *1 -5/8rr 4-3/8" 15 ,,,ii.` 7 4:05 6" - ;:.:.' 8 4:15 10 *1 -4/8" 4-4/8" 16 — ;,, ,`\ 9 4:15 6" - Q.O.H. 17 10 4:25 10 1 -4/8" 4-4/8" 11 4:25 - 6" - 18 — 12 4:35 10 1 -4/8" 4-4/8" PERCOLATION RATE 2.22 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 — TEST RUN BETWEEN 4 FT. AND 5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES II NC SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ERIK WIDGER COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH,INCREASE IN PERCOLATION RATE IS LIKELY DUE TO HUMAN ERROR IN READING AND DOES NOT CHANGE THE APPLICATION RATING PERFORMED BY GEG, Ltd. I. JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PEF�FOF VIED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 9 IJ)Z/i$ l ..  MUNICIPALITY OF ANCHORAGE 'DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage. Alaska 99501 Telephone 264-4720 ON~ITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT ~ UPGRADE ~ OISTANCETO: [Well ~ ~ IAbsorpt,on~at D.llmg t PERMITNO. ~~ Materiat~ ~- No, of compa~ments ~O~ DISTANCE TO: Wel,~ ~ Dwel,ing PERMIT NO. ~ ~ ~ Manufacturer Material Liquid capacity in Type of c b diameter Crib depth Total ef[~ti~ absorption area ~1 8uildin~ foundation ~ea~t lot lin~ DIST ~ ~ Clas, Depth OriJler O,stance to lot line PERMIT NO. ~ Building foundation Se~r line Septic tank Absorption area(s) ~ DISTANCE TO: OTHER PIPE MATERIA~ [~ REMARKS 72-013 ' ,, DEPART .I'~ENT b. HEALTH AND ENVIRONMENTAL , ,<OTECTIOI'I , ' ..-.- * 825 'L' ~TREET, ANCHORAGE, AK. 995~1 / ~ELL AND ON S I TE SE~ER PERM~ ' APPLICANT JO~E 3349 NEWCOHB ~ 279-5e12 W LOCRT I ON 5TROY'YE LEGAL L8 B8 KRSILOF HILLS S?D TYPE Of SOIL ABSORBTION SYSTEM IS: TRENCH MflXIMUM NUMBER OF BEDROOMS = 5 SOIL RflTING (SQ FT/BR)= 150 THE REQUIRED SIZE OF ~HE SOIL ABSORPTION S~S~EM IS: DEPTH= i~LENGTH ~8 ORRVEL DEPTH= LOT SIZE 2~529 SQUARE, FEET, THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELD. THE DEPTH OF R TRENCH OR PIT IS ~HE DISTANCE BETWEEN THE SURFACE OF THE GROUND ~D THE BOTTOM OF THE EXCAVATION CIN FEET). THERE IS NO SET NIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRRYEL BETWEEN THE OUTFRLL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET~. REQU I RED SEPT I C TANK S I ZE= :L~--,OO ORLLO~S 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. ------ TWO (::' ~' INSPECT IONS ARE REQU I RED BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN R HELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR R PRIYRTE WELU OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN ~0 DAYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPL~ SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. PERMIT EXPIRES DECEMBER I CERTIFY THAT ~.: I AH FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS 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 S~TE~ MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 5 BEDROOMS. SI GNED: _~-~~~ ............ ~LICRNT J~ VITTONE /. )RING NUMBER 1 Date Completed: 5-25-78 SOIL DESCRIPTION PEAT Dark Brown, Dry, Soft --1.5' SILT (M~) Brown, Slightly Moist, Soft ...... 5.0' SILTY GRAVEL (GM) /SOME COBBLES Brown, Dry~ Dense 20'TD No Water Table Encountered LOCATION SKETCH No Scale LOT 8 T~i 90' ~125' NOTE: DISTANCES SHOWN ARE APPROXIMATE AND NAVE NOT BEEN MEASURED BY SURVEYING METHODS. EXPLANATION ~"~ .~ ORGANIC MATERIAL ~:~ (~'Ss, 72,5Z iO/o, 85.9 pc f  BEDROCK SOIL SYMBOLS LOT 8, BLOCK 8 KASILOF HILLS SUBDIVISION ANC~0RAGE, ALASKA GRID. p~o~.f~0851122 OWG. NO A-01 , ~ay 26, 1~78 ~o. 8~I122 Mr. Joe Vittoni 3349 Newcomb Anchorage, Alaska 99504 Subject: Soil Investigation for Sanitary Sewer System, Lot 8, Block 8, Kasilof Subdivision, Anchorage, Alaska Dear Hr. Vittoni: At your request of Hay 23, 1978, we conducted a subsurface soils investi- gation at the proposed location of the sanitary sewer system on the subject lot. The investigation complied with those procedures required by the Municipality of Anchorage Department of Health and Environmental Protection. This investigation, which was accomplished on May 25, 1978, consisted of a test hole drilled to a depth of 20 feet below the existing ground surface. The test hole was sited according to your instructions and its location is sho~n in attached Drawing A-01. Drilling was accomplished with a rotary drill rig using continuous flight solid-stem auger with an outside diameter of 6 inches. A sample was taken at the depths shown on the soils log in Drawing A-01. The sample will be held in storage at our lab for approxi- mately six months. In addition, all material brought to the surface by the augers was continuously monitored by an experienced engineering geologist. The topography at the drilling site is generally gently-sloping. At the time of the investigation the site had original vegetation consisting of alder and grasses. The top of the test hole was located at original ground surface. The soils encountered in the bore hole are sho~n in the test hole log in Drawing A-01. This log displays specific conditions encountered at the test location. However, subsurface conditions may vary in other parts of the lot without any apparent surficlal evidence of the change. Groundwater was not encountered. Bedrock was not encountered. At the time the hole was drilled seasonal frost was not present. Permafrost was not encountered. A percolation test was performed within the bore hole at the depth sho~n in the attached Table 1. All depths were measured from the top of the hole. The data in Table I show average infiltration from the depths indicated to the bottom of the hole. The measured percolation rate was 7.1 minutes per inch. ~-- /j.O~ May 2i, 1978 Mr. Joe Vittoni Page -2- We appreciated this opportunity to be of service to you. Please contact us if you have any questions concerning this letter or if we can be of addi- tional service. Very truly yours, R&ff CONSULTANTS, INC. Lynne Kosiko s i Staff Geologist Manager Jl'IB:LK/kah I Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 s a c T Y Certificate of On -Site Systems Approval Parcel I.D. 015-132-07 Expiration Date: • __ �- 1. GENERAL INFORMATION: Complete legal description KASILOF HILLS; BLOCK 8, LOT 8 Location (site address) 10640 Stroganof Drive. "Anchorage 99507 Current Property owner(s) Gwen Bauer Day phone 401-965-1118 Mailing address Real Estate Agent 2. TYPE OF DWELLING: © Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 5 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual N Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver/Variance request for: Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. Date: COSA Fee $ 0 r Waiver Fee $ _ Date of Payment 6ZQ,3 /",?- d� Date of Payment Receipt Number 09 -RI IC Receipt Number, COSA # 05G 2 I 1_� 5 1 Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and. State codes, ordinances, and regulations in effect at the time of installation. Name of Firm: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. 6. Dom, - SIGNATURE System #1 Approved for bedrooms System #2 Approved for Disapproved Conditional approval for bedrooms bedrooms, with the fol Date: ZZ' zr 0000p�. H \ V ....... . . .... ...... �. ....... ............... �O �Jef f Gorne s. 10 CE-79 �C/ ,',ofesslon,\ #AECC884 ,,?NLITY(0p tri �rr��ri oN_S�r �o o WA E sifrrp;��1�'�Np J/jNT81Z�Ip1lIrFs�\�`\\. Original Certificate Date: V The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist_ Nitrate Advisory _ Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSH Checklist Legal Description: KASILOF HILLS; BLOCK 8, LOT 8 If more than 1 septic system on lot: COSA Checklist # of A. WELL DATA Well log is filed with Onsite (or attached) Date drilled 9/18/78 Total depth 140 ft Cased to 27.2 ft n Sanitary seal is functioning correctly D Wires are properly protected Casing height (above ground) 12+ in. Date of flow test for COSA 6/12/21 C� Static :eater level at beginning of test 35.2 ft. Comments J B. TANK DATA Age of tank(s) 3 years ank type/material SEPTICAmiE — Measured operating fluid level in septic tank 45" Standpipes/foundation cleanout per record drawing Date of pumping 3 D. ABSORPTION FIELD DATA Which system tested (date installed) 10/27/18 A ALL standpipes present per record drawing Total measured depth from grade 12.16 ft (max) Measured depth to pipe invert from grade 3.58 ft (min) ❑ N/A - pressurized field Monitor tubes go to bottom of effective. If not, state depth into effective ' ® Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 clays prior to date of test) Gallons introduced N/A gallons Comments/Deficiencies: 'NORTH MT EXTENDS ONLY 5.91' BELOW INVERT COSA Checklist yellow sheet Parcel ID: 015-132-07 Structure served by this system Well production at time of test 4.9+ gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes FW No ✓ Coliform bacteria is Negative Nitrate -7,Cq mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L [5 j Arsenic less than MRL (ND) Collected by GEG, LTD. Date of Sample 6/11/21 C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: N/A Adequacy test date 6112/2' Results✓ Pass For Fluid depth prior to test _ Water added 758 gal New depth 40 in Elapsed time 120 min Final fluid depth 37 in 5 bedrooms 35 in Absorption rate 750+ gpd Any rejuvenation treatment (past 12 months) NONE If yes, enter date N/A E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ^✓[ R/ Yes Community Sewer Manhole/Cleanout > 100' Yes if No ft �✓ Yes if No ft Neighboring Tank > '100' ❑v Yes if No ft Private Sewer/Septic Line > 25' ❑✓ Yes if No ft Absorption Field on Lot > 100' 0 Yes if No ft Holding Tank > 100' El Yes if No ft Neighboring Absorption Fields > 100' Fv� Yes if No it Water Main > 10' Animal Containment > 50' ✓� Yes if No ft ✓[j Yes if No ft Q Yes if No ft !Nater Service Line > 10' Fv� Yes if No Manure/Animal Excreta Storage > 100' If septic tank is under driveway comment below Community Sewer Main > 75' F/� Yes if No ft [_V1 Yes if No ft From Septic/Molding Tank on Lot to: (Please enter distances if less than required Building Foundations > 10' R/ Yes if No ft Surface Water > 100' fl✓ Yes if No ft Property Line > 5' ✓0 Yes if No ft Wells on Adjacent Lots: Q Absorption Field > 5' ❑✓ Yes if No ft Private Wells > 100' Fv� Yes if No it Water Main > 10' 0 Yes if No ft Community Wells > 200' Q Yes if No ft !Nater Service Line > 10' Fv� Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' Yes if No ft If absorption field is under driveway comment below Property Line > 10' Yes if No ft Wells on Adjacent Lots: Water Main > 10' Q Yes if No ft Private Wells > 100' Yes if No ft Water Service Line > 10' ❑✓ Yes if No ft Community Wells > 200' Yes if No ft Surface Water> 100' Q Yes if No ft F. ENGIINEER'S COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. �� . t j ••, Je#,t\ey A. Corn .ss 19, 51 r COSA Checklist yellow sheet t�G ° r'r r n #AECC884 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 907-343-7904 On -Site water and wastewater Section ;. i Fax: 343-7997 www.muni.org/onsite Nitrate Advisory Certificate of On -Site Systems Approval # OSC211351 Subdivision: Kasilof Hills Block 8 Lot 8 A water sample revealed a nitrate concentration of 7.09 milligrams per liter (mg/Q. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. �€ �' � Mailing Andress P �"O��Box 196650k* Anchorage Alaska 99519 6650' wu`vw`muni org `� From Northern Testing Laboratories, Inc. Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells. SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners, food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil. TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years but is associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization. TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home water treatment systems such as softening, or iron filtration does not readily remove nitrate. The best method for limiting nitrate in well water is source control. This can include avoiding overdosing of fertilizer near the well and maintaining good separation distances between septic tank leach fields and the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate. TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect the activity of nitrate in water. This laboratory uses several different wet chemical methods approved under the public water supply laboratory certification program. They also have test kits available, which the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can monitor the change in nitrate levels from their well. They recommend comparing the test kit results against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples. �� a �& > � Ma�hn�Ad�ress �P O Box 196650* dnchorage;`Alaska 99.519 6650"* Www m`un� org � � � �T MuniciPality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.a k.us (907) 343-7904 015-132-07 Parcel I.D. 1. GENERAL INFORMATION CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING HA~ Expiration Date: Complete legal description KASILOF HILLS SUBDIVISION; LOT 8, BLOCK 8 Location (site address or directions) 10640 STROOANOFF DRIVE * ANCHORACE, AK Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address DAVE RUDISILL Dayphone 346-2155 c/o NElL THOMAS w,/ COLDWELL BANKER FORTUNE Day phone NIEL THOMAS w/ COLDWELL BANKER FORTUNE Day phone 2525 'C" STREET · ANCHORAGE, AK 99503 562-7653 Unlesso~etw~erequeste~ HAAwillbeheldbyDSD~rp~k~. 2. NUMBER OFBEDROOMS: 5 3. TYPE OFWATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding tank Community On-site Public Sewer The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval ara valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Note:Alaska Water and Wastewater Consultanta, Inc. shalt be paid $ ~ at, or pdor to closing for the engineering servicas provided. 4. STATEMENT OF INSPECTION BY ENGINEER As cerb'fied by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, func~'onal and adequate for the number of bedrooms and type of structure indicated herein. I further vedfy that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm ALASKA WATER &: WASTE'WATER CONSULTANTS, INC. Phone Address 6901 DEBARR ROAD, SUITE 2B * ANCHORAGE. AK 99504 Engineer's Printed Name JEFFREY A. OARNESS, P.E. Date 337-6179 Engineer*s Comments: In conducting this evaluation, AKWWC, Inc. attempted to provide a thorough, conscientious engineering analys~s of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local so#s condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. AKWWC, Inc. can therefore not previde any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this rapori by any other person or party is not authorized, nor will it confer any legal fight whatsoever. 5. DSD SIGNATURE Approved for Disapproved, Conditional approval for __ bedrooms. bedrooms, w~th the fllowmg st~pul .a~.. ~,~, ON-SITE ~: WATF~AND ~ :. WASTEWATER Attachments: HAA Checklist Septic System Advisory Well Flow Advisory By: ~ Manitenanca Agreements Supplemental Engineer's Reort Other Odginal Certificate Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wsstewalar Program 4700 Sou~ Bmgaw St. P.O. Box 196650 Anctmmge, AK 99519-6650 www.ct.anctmmge.ak.us Legal Description: A. WELL DATA Well type PmvA'rg HEALTH AUTHORITY APPROVAL CHECKLIST KASILOF HILLS SUBDMSION; LOT 8~ BLOCK 8 J,TEST PERFORMED BY ARROW PUMP & J W;I!: SERVICE N-ff:.R HYDROFRACTURINO.J If A, B, or C provide PWSID~ Date completed 9/18/78 Totaldepth 140 ft. Date of test Static water level Wall production WATER SAMPLE RESULTS: Coliform 0 cuionies/100 nd. Arsenic: N/A mg.lL. B. SEPTIC/HOLDING TANK DATA Sanitary seal (Y/N) YES Cased to 27,2 f. FROM WELL LOG 9/ 6/76 25 lt. 1.5 .g.p.m. Nitrate 2.17 mg./L. Date of sample: 4/12/02 Tank Type/Mate, rial Tank size 1500 gal, . Foundation deanout (Y/N) YES Date of pumping 4//12//02 C. ABSORPTION FIELD OATA Date installed e/~d/lg78 Length 54. It. RBERGLASS Number of compartments 2 Depression over tank (Y/N) NO Pumper J'PER INSPECTION REPORTJ Soil rating C~,r ff~drm) 150 Width *32 .in. Parcel ID: 015-132-07 Well ~ (Y/N) YES Wires properly protected (Y/N) YES Casing height (above ground) 18+ r~. AT INSPECTION 5/30/2002 Other bacteria 0 .colonies/100 mi. coflected by: AKWWC~ INC. Date installed 9/5/1978 Cleanouts (Y/N) YES High water alarm (Y/N) N/A A+ HOME SERVICES Totaldepth 12 It. Eff. absoq~tlonarea 864 It= Monitoring tube YES Date of adequacy test 4/12/2002 Results (Pass/Fail) PASS Fluid dep~ in absorption field before test 63,5 in. Water added 850 gal. Elapsed Time: 1103 min. Final fluid depth 60.5 in. Arty rejuvenation treatment (past 12 mo.) (Y/N & type) HONE KNOWN Absorption rote >= Gravel below pipe 8 ff. Depression over field NO For 5 bedrooms New depth 83 in. 750+ . g.p.d. ff yes, give date - D, UFT STATION D. ate installed Size In gallons ~ Pump on" level at In. "Pump off' . High water alan~ level at __ In. ~ Cycles tested. Meets alarm & c~rc~it requirements?. E. SEPARATION DISTANCES * FROM ~ OF W;l! TO CENTER OF SUMP PIPE {} END OF TRENCH. TRENCH IS PERPINDICULAR TO THE SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lilt station on lot100'+ Absorption field on lot '100.3' Public sewer main N/A On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout Sewer/septic service line 25'+ Holding tank SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Water main N/A Water service line 10'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Water service line 10'+ Surface water 100'+ Curtain drain NONE KNOWN Wells on adjacent Iota 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION Absorption field 5'+ Surface water 100'+ Building foundation 10'+ Water main N/A Driveway, parleng/vehicle storage 10'4- I certify that I have determined through field inspections and m~4ew of Municipal reconts that the above systems am/n conformance with MOA HAA guidelines in effect on this date. Engineer's Printe~ N~ne Date ~.~/_~O z... JEH-i<EY A. GARNESS Date of Payment Receipt Number (Rev. 12./01) Waiver Fee $ Date o Pa ,nt Municipality of Anchorage ' Gcor.qe P. Wucrch, Mayor Building $~d'ciy Dixqsion P.O. lh)x I(.)CR~,'%0 * 4700 S. llragaw Street Anchon~gc, Alaska !~)519-0(kqO httl~://xxa~av.cl.anchomgc.nk.us 7/19/2002 Jeffrey A. Gamess Alaska Water and Wastewater Consultants, Inc Subject: Waiver Request for Well to drainfield Separation Distance Waiver Request #WR020050 Parcel ID #015-132-07 Dear Mr. Gamess: Your request for a waiver of the required 100 feet horizontal separation from the absorption field to private well has been approved. The approved separation distance is 96.0 feet. This waiver approval applies to the existing absorption field to private well separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, On-Site Water & Wastewater Program I -- ".- ' .'..'".7'-: . .-.. o ......... ,,- , ~, ~ ~ ,~'~- :-'-: ......- .../ J5 ~ '-'-..-' .'.':: ~ C3 ~ ~I ~\\~ ~,,~,0 ~°:' ~ o.< ~,~ ..... ' -- }-.:'-... ~-'~'- ...-'.d I S 8g'00'00" E 195.58' LOT 12 LOT 7 /'a'aJe,'c~ i/~'~eO jri!AS--BUILT OF: t,,[~N. ESCRIPR~i: OAV1=' RUDISILL ~,j~.~l~lj&T~z~ n LOT 8, BLOCK 8, u~°" cc~smuc~°" s~av~°es-eua"Eas-u~"ua$ KASILOF,.o EST ~.S~ ~w. i 1o~ HILLS SUBD P,mp lnformatior: . I . ' ~ump On Time: Date: P~pOff: . T~e: ~te: Time ~'ater ~ow ~emar~ .Level GP~ .................. ....................... ,~tK CT&EEnvironmentaIServlceslnc. cr&E Ref.~ Client Name Project Name/~ Client Sample 1D Matrix Ordered By PWSID Sample Remark: 1021886001 Ag. Water & Wastewatcr Consultants Inc. Kasilof Hill~ Lot 8 Block 8 Drinking Water 0 All Dater, ri'lines are Alaska Standard Time I'rinted Date/~me 04/16/2002 13:52 Collected Date/Time 04/12/2002 16:20 Received Date/Time 04/12/2002 16:58 Technical Direciar.,-.~. Stephe~f~Ede Released By ~~ Re~'ults PQL Units M~thod Allowable Prep Analysls Limits Date Date Init Hat:ers De~a~c~ene.. Nitrate-N 2.17 0.200 mg/L EPA 300.0 (<I0) 04/12/02 Microbiolo~r/ Laboratory' Total Coliform 0 col/I OOmL SMI $ 9222B 04112/02 KAP ALASKA WATER & WASTEWATER CONSULTANTS, INC. July 18, 2002 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Waiver Request and tlealth Authority Approval for Kasilof tlills Subdivision; Lot 8, Block 8, Per directive from your department, we are requesting a waiver to the required separation distance between the well and drainfield which serve the subject property. Per our field measurements, it is 100.3 feet from the center ofthe well to the center ofthe sump located at the end of the trench. Give the trench width of 32 inches, it is reasonable to assume that the edge of the drainrock is approximately 98 feet from the edge of the well. To be conservative, we are requesting that you grant a 96 feet separation distance waiver from the well on the referenced property to the drain field on the referenced property. The well that serves the subject property was drilled on 9/18/1978, and the septic system was installed on 9/7/1978. The following items are justification for the waivers: · The drainfield is downhill from the well and if the septic system was to overflow, effluent will not travel toward the well head. · The location of the septic system is in a very visible area so that if any effluent was to surface, it would be noticed and the problem corrected. · Recent water sample results indicated nitrate levels of 2.17 rog/L, and no coliform bacteria. Based upon this water quality data, it appears the encroachment, which has existed for almost 24 years, has had no significant adverse impact on the groundwater quality. · Attached is drilling logs for the subject well and wells from several adjacent properties. Bedrock was encountered as shallow as 21 feet and as deep as 43 feet. The soil profile above the bedrock appears to be pfimarly a silty/clayey gravel, hardpan, which appears to have served to protect the aquifer. Based upon the aforementioned facts, it appears that there is minimal risk associated with the 96 foot separation distance waivers. We also request that your department issue a Health Authority Approval (previously submitted). If you have an~/~ · SS tions, please contact us at 337-6179. Thank you for your assistance. .E., M.S. 6901 Deb~ Road, Suite 2B * Anchorage, ~ 995~ Ph: (907) 337-6179 * F~: (907) 338-3246 * Website: a~e.com ~x s'n I \ / I I I DATe C.J.O. ~ - ~O~$U~TA~T~. t~. ~ 1- = ~ · DAYE RUDISILL (907) 246-2155 1 Or I v~..., (:_7~ .....~/~ KASILOF HILLS SUBOIYlSIOH; LOT 8, BLOCK 8, q~,~ ... ........ '~ SITE P~N FOR WAIVER PACKAGE DAVE RUJ)ISILL KASlLOF iLLS [~PE OF WORK: ToPoGRAPhICAL DI PRO E NUMBER: ~907) LOT 8, ~JLOCK 8. K.D.W NUMBER: 1 OF I / / / / / / / I I I / ?;~ :S~ze.ofcasmg- , Depth of Hol, 1.~0 feet Casedto .,t.~- feet' ' ;..e~;.SmUc. waterlevel ft. (i~m).. (~low) l=d surface. F~hofwell'(checkone '"';' /q,~/S~een ( ),ffPerforated ( - -).. ' . : ... · · ' We~ pmpmg test at .1-, )g~ per ~r) (m~ute) for 1 horn with -' ' of ~awdo~ from ',table level , · ; . ' ' i . ~-~'-'[ .- '*.". · -'..~~~ .'.'.. ~o~d s~ace - '//,~ , ' ~.,t/ Gi~e'd~ta~ of formations penetrated, size of material, color ~d h~~b,?.~ , . . ... , -.... u TO ' Z.~-~ ~'~ ;/~asing,atfc~u~ . ;.'-~>" · ~0 '[_¢ .,~ .'.~g~n e~ ..... "- ' :.-: L--:~'_ - :__ :.~'- .... ., .' . ., .... ,.-.. 21 TO ,27 Bedrock: frac~u?:e zone t .... . ..... .,.:' '.'-.... . 27 .TO 140 ~adroc'~:' '~,,.ator cee~ i.n 'snoradfc frac~tr~ throu~ho'ut~:'! . . · . . . ..... '~: : " TO .: 'I'O 'TO ;. TO .-.' TO ~' TO , :.. TO ':: "~"" .TO : '.~ ? £:-;';- ' "-'" "_TO. ' 3 ";- CONTRACTOR?;-'_ 1'201 Ramona St. DRILLER Bern 16 SIX INCH WATER wELL DRILL1CD ......... OUT TO THE DEI:'TH OF 55~ ft. ~R]LCED AT TH~ ~T~ OF .......... ,, PER ~OOr. Steel casing seated out to Z:3 ft. pROPER~ OWNER Bernie MonJclpal.~ - 16' ~ne grave[ ~t~ 1~% - ~8' Coarse gravel - &~' A broken con$I~merate ~f bedrock. - ~z Bedrock. A sedimentary tyne bedr~c'~. No water ~eld u~%il ~65 ft. About one .Eom comtnE out ~f FraDulsted ro~k. ,. Frgm ~15 t~ 3~. ft. there are several fissures ~f ogrous r~ck~ ~ in the last 15 ft. oroducti~n increased o~t of a o~rnus ares. ~est num.=ed f~T ~ ~gurs ~tb fu%~ drew dgwn et &~om Water recovery comes back uo t~ ~thin ~5 ft. ~f surface. A one horse subaer~ble ~um9 should be' used in this well & installed about R3 feet :ff botts=. The water quality of this well t~s immediate area are exceptignal. Medium hardness & n~ contaminates. All above info~atl~n is certified by Berne Claus of ~mpart D~lling. T~s Water Well has been ~aid for in full. COST INCLUDEE ALL ~ABOR AND MATERIAL FOR COMPLETION OF EAID DRILLING. WRITE CHECK PAYABLE TO RAMPART DRILLING WORKB FOR THE BUM OF ............ Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bmgaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Waiver Review Worksheet WRY: 020050 PID~: 015-132-07 HAS: ~ ZO~ I o Permit: Date Received: 71tf~1~:~ Legal Description: Kasllof Hills Block 8 Lot 8 Engineer. Jeffrey A. Oamess. PE Alaska Wp~er & Wastewater Consultants. Inc. Applicant: David Rudlslll Waiver Requested: 96 feet from the well to the dralnfleld Criteria: Geology A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Points: List Conditions or Reasons for above: -- ' ~ &Na~e~ofReviewer Rec~: 22999 Amount: $1.000.00 Date Paid: 71t9/2002 Parcel I.D. # MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING MUNICIPALITY OF ANCHOR,AGE ENVIRONMENTAt, ~EI~VlC~ DIVI$IC JUL 3 0 1996 RECEIVED 1. GENERAL INFORMATION Complete legal description Location (site address or directions) Property owner Mailing address Lending agency Mailing address Day phone Day phone Agent Address Day phone 2. NUMBER OF BEDROOMS: 3, TYPE OF WATER SUPPLY: Unless otherwise requested, HAA will be held for pickup. NOTE: Individual well ~ Community well Public water If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: NOTE: Individual on-site % Holding tank Community on-site Public sewer If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality Of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Nam e o f Firm-'t'.~,,.~,,.,~,,,,, ~ ~. ,~, c;. Address '---P.c~.~ o)c Engineer's signature_ Phone Date D..S Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Municipality of Anchorage ........ ~ DEPARTMENT OF HEALTH S HUMAN SERVICE~<~ I' ~. ~' I V I: U Environmental Services Division 625"L" Street, Room 502 · Ancl~omge, Alaska 99501e (907) 343-4~1~L ~ 0 1996 Health Authority Approval Checklist Well ty~e <::;::~V~-r'~ Total depth Dar= of lest Static war= levd Well production Municipality of Anchorage Dept. Health & Human Services If A. B, or C. attach ADEC lotto'. ADEC wa~. systam number Date ¢ompl=ted Cascdto '7..~.'~ * WATER SAMPLE FROM W~ ;. L,O~ Coliform --- C.~ '-'/-~ - ~ Nilrat= B. SEFT[C/~OLD]NG TANK DATA C,.,i,_-.h..~, t (above sm~nd) Wizes pmpen'y pmtact~l Or/N) AT INSPECHON ,' ~!t .S.=,A,,r,~, Ce Da~ of Pmnping, ~-Z= - ;4, AI~OR~i[~ION l~'i]st.D DATA Soil ~,i._, (~r ~/'odnn) /~o Sys~m type Fluid depth in a~so~ field b~fore tast (i~); ~'~' Fluiddepth ,.~' (in~)ldmutas ia~-: /qqo At~onrate = '~,S'o g.p.d. Pe~0~de tzaalmmt (past I 2 months) (Y/N) .~/O ]fy~& ~ive d~t~ ' '- D. LIFT STATION / [V~nh~l~/~ (Y/N) ~~ '~p Off" level at* F.. ~:;~'ARATION DISTANCES SEPARATION DISTANC~_~ FROM V~ I. ON LOT TO: Absorption field on lot PHblJG SCWeF mnirs Sewer/septic sc~.ic~ Jine S~tic/holding ~.u on lot /t~" I Li~ m~ion SI3PARATION DISTANCr:S FROM sl~,rlc/~ TANK ON LOT TO: · ~ildingfoundation /.~- !~ ,n~ ~2' AbsoFl~onfield Wntetmnin/~crviceUne ~S'e ~ Surface .w~ld~in~ /~ '~ WellsonadjaceatloU SI~ARATION DISTANCI3 FROM ABSORFrION etas n ON LOT TO: Fe HAA Fee $ /~o -9- P,~v. 8Y~ OSS: ~- wk.doc W~ F~e S l~C~il)t Numb~ - _,. PRA'IT' ¢'~JNI~IPA[JT~ O;: ANCHORAGE MUNICIPALIT~ OF ANCHORAGE DEPT. G; ~ ~.~L~ & ENWRONMENTACEN mEERm mWS ON REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER ] DIRECTIONS: Complete all parts on page 1. Incomplete requests will not b~ procem~d. Please allow ten (10) days for processing. 1. PROPERTY OWNER I PHONE MAILING ADDRESS PROPERTY RESIDENT (If different from ebove) '2. BUYER PHONE PHONE 3. LENDING INSTITUTION MAILING ADDRESS PHONE 4. REALTOR/AGENT MAILING ADDRESS PHONE ISTREET LOCATION 6. TYPE OF RESIDENCE [~ SINGLE FAMILY r-I MULTIPLE FAMILY 7. WATER SUPPLY  I NDIVIDUAL* COMMUNITY [] PUBLIC UTI LITY · w NUMBER OF BEDROOMS I'-1 One [] Four [] I--] Two [] Five r"l Three [] Six Other · ATTACH WELL LOG. a well log is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available.) 3. SEWAGE DIBPOSAL SYSTEM [~ INDIVIDUAL/ON'SITE*· [--I PUBLIC UTILITY If ~ndlwdual/on-s~te, g~ve installation date If system is over two (2) years old an adequacy test is required by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. THIS SIDE FOR OFFICIAL USE ONLY DATE RECEIVED INSPECTION APPOINTMENTS -' TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE NUMtaER OF BEDROOMS I--I SINGLE FAMILY C"l ONE [] THREE ' [] FIVE []' OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX' PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTI LITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER ., []INDIVIDUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY Connection Verified iNSTALLER []Septic ~.~lnk or [--IHoldingTank Size: I~O~'-'~ If Tank is homemade SOILS RATING .- give dimensions: TOTAL ABSORPTION AREA MATERIAL Absorption Area to ~earest Lot Line 5. COMMENTS ~ APPROVED FOR ,~ BEDROOMS r-I CONDITIONAL APPROVAL {letter must accompany certificate) [] DISAPPROVED DATE BY (Title) LEGAL DESCRIPTION . 72-010 (Rev. 3/78)