Loading...
HomeMy WebLinkAboutSKYWAY PARK ESTATES BLK 6 LT 2kyway Park Estates Block 6 Lot 2 #019-151-11 (0 LL LL LL C LL — L o O O C7 Cr) O C!1 ❑ opOOOQOO o O�� p CL p Q = J. ! 600 r Q1 ■ ❑ El t�0 C t m C n m 2m2 L N E �� > J W O V F- y m �_ C C O LL. O n � E Q�� c%O� a m - c n n (� � 'm U LLJ to 0 �'� 3 p N m oL E m N LO y 'p = E a m W L p z OC m O LL w Z c p , (D O wp�QO L) C o W U(0 J L m �a m Y W LL '0 LL m 6 �-' ~ u W o U1 o m` d �-' o = U z U w Y = w c o ca Q 4�0 : Rea Y ) �° o ❑ Zo rte-. F _m' �a BOO o LL 0) o r a o' z a Q 1j "= y o m a r MLO W ❑ m E w I— J WLLI u �i z Q) LL L lL c o o ❑ W 1 J N o I So o 2 z � � ;m m " z Q a_ �C a w � F- m O H > = o m m = m O W a H m "- J a ^• (a 0 Lu° p ocE z O 0 QD � U Vo o a'SU) D o " a W w> �o n -D Q oo Z V) c7 H p } m Q X ca EnZ E �w ❑ to�- W '° Q � N a C o J NCL) C o m \ i i i a N 7 Q 1 Y O N w .0 7 LL O z� m� ¢ + + a N 3 O i El 2 U Y U m03 U) Z o O CC U) N Z O J T O F- g$ CV Z V '� Q + c) Q a �+ cu T- r > N w V o LL \ Z O O T O r I— O N W Q O ❑. `-� m E O ¢ a¢ T z o CO ` r I..L co U N O 2 oc m w p w `� Z O n EX ui o 0 00 z a)\v o -0 ❑ O Cuj CL WO a Z >4 Z CM Q NQ Co V a 0 It N .1 S n r a� J m C N L UI m n'O O M J CL CL CU3 d ❑ �� z Y m 05 T L~O o. LLLJ J 0 co W Vl o o cn LL m '� w= O U1Q �°- LL U a� PERMIT NUMBER: PARCEL ID NUMBER: OSP241104 RECORD DRAWING 019-151-11 NOTE: PIPE LOCATIONS AIR SHOWN PER GEG SHOTS TAKEN WITH LEICA DISTO S910 LASER DISTANCE METER. SWING -TIES TQC HOUSE CORNERS WERfr-, GENERATED IN AUTOCA6. SHOP OLD DRAINFIELDS WERE ABANDONED IN PLACE - NEW PUMP VAULT I 8'K EXISTING TANK HOUSE NEW DRAINFIELD Y T GARNESS EN(J"INEERIN(JI GROUP, Ltd ENGINEERING - SALES, CONSULTING 3731 E TULIUR RO-0, SLP�--_ AK 9? -107 X7b 33751-7 -FAX (3n 33&-3245' VOEBSSTE PREPARED FOR: PHONE NUMBER: PAGE NUMBER: LARRY KUNDER 907-242-1208 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: SKYWAY PARK ESTATES; BLOCK 6, LOT 2 D.J.G. TYPE OF WORK: DATE: SEPTIC SYSTEM RECORD DRAWING 6/1812024 0 A N SCALE: 1"=40' OF AV .- % 10 0 lw w 0V E - AV _7��AV Aw .. ......... .. 4V LICENSE 441114 #AEC 88 ulk PERMIT NUMBER: PARCEL ID NUMBER: QSP24`1104 RECORD DRAWING 019-151-11 MT ORIGINAL GRADE AT HIGHEST POINT = 99.04 INVERT OF DISTRIBUTION LINE = 97.56 —� FINAL GRADE = 99.36 PIPE IM BOTTOM C FINAL GRADE = 100.55-100.85 1.06' OF MOA FILTER 2" INSULATION PER CONTRACTOR r— FILTER FABRIC ELEVATION OF GROUNDWATER ASSUMED TO BE 92.56 - SEE DESIGN DRAWING 3:1 SLOPES - TOPSOILED AND SEEDED TOP OF SAND = 97.06 OF EXCAVATION = 96.00 LEGAL DESCRIPTION: DRAWN BY: SKYWAY PARK ESTATES; BLOCK 6, LOT 2 D.J.G. TYPE OF WORK: DATE: I,.- SEPTIC TANK PROFILE 6/19/2024 �ydd,w..•.• •.. rr.... ...... �. 0, R • e arness : �C4�/i� / I W� ,F .......... •• �♦ LICENSE 1pROFESS\0���� #AECC884 111T,lus ' A . ENGINEERING SALES , CONSULTING 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE, AK 99507' PHONE (907) 337-6179' FALX(907)336-3246-WEBSITE: -garneuengineering com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: LARRY KUNDER 1 907-242-1208 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: SKYWAY PARK ESTATES; BLOCK 6, LOT 2 D.J.G. TYPE OF WORK: DATE: I,.- SEPTIC TANK PROFILE 6/19/2024 �ydd,w..•.• •.. rr.... ...... �. 0, R • e arness : �C4�/i� / I W� ,F .......... •• �♦ LICENSE 1pROFESS\0���� #AECC884 111T,lus ' A MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP241104 Work Type: Septic Upgrade Tax Code Number: 01915111000 Site Legal Address: SKYWAY PARK ESTATES BLK 6 LT 2 G:2729 Site Mailing Address: 1300 Woo BLVD, Anchorage Owner: KUNDER KRISTIE D Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft Total Bedrooms: 'LAI Cnr S, r l�epartmenc 5/31/2024 5/31/2025 76186 Q Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ 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 Date: Issued By: Date: 3 / o 5 0 fir i Development Senjices Department �` Phone. 907-343-7904 On-Site Water & Wastewater Section \ - Fax: 907-343-7997 ON-SITE SEPTICIWELL PERMIT APPLICATION t} 44 J Parcel I.D. 019-151-11 Property owner(s) LARRY KUNDER Mailing address 1310 WOO BLVD., ANCHORAGE, AK 99515 Site address 1310 WOO BLVD., ANCHORAGE, AK 99515 Day phone 907-242-1208 Legal description (Sub'd., Block & Lot) SKYWAY PARK ESTATES; BLOCK 6, LOT 2 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) 0 Septic Tank ❑ Upgrade RX(w/wo ADU) Holding Tank ❑ Renewal ❑ Duplex (D) ❑ Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: BED WIDTH Distance: 25 I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: k S' 5 #3-6 7 Waiver Fees: Date of Payment: 5�22�2.(-1 5134�zy Date of Payment: Receipt Number: 732 0 6 P� r Receipt Number: Permit No. 0507, I it ov Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241104, Deb Wockenfuss, 05/31/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241104, Deb Wockenfuss, 05/31/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241104, Deb Wockenfuss, 05/31/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241104, Deb Wockenfuss, 05/31/24 Of "+ N w —Z > F-- zuj Q til 0- ,41 H _Ln co W zW Z U Q 3 L,w..CIQC 4 a uj LL,)CL p Lk U5 LQ LU LLnn a vi � CL UJ Lu /\+� LU Z © o� "< r++. Q Z q pc L =°"6Zw Q w4Ln 4. Q + ; R C) Qj e g o 0 4. CL uj Q: CL CL o V) w�WoL�vc[pw =CL woo cZ ow``a�w©ca ti ° Lj- w - LLJ m: w©::)Z Lo f©wzLLc LAJ 4 LjJ�.- ooLAJ g2© i- QZLuZzQ.<e N W`'uj�3 —Z > F-- zuj Q U"k O uj V Qui Q�J h r C) Z LU LLJ ui 0. m >a[. H< �- m F z Y 0 Z w �+ Ul VyPIN, ( Z h flz © © J w �D U WLYLIJ -j U —j Lj uj 2: W LLJ m �yLU©00 � LU q U_ Q Z 6-4 3: X L—i Q --1 Q > F—• W Ci Q 3 L,w..CIQC 4 a uj LL,)CL p Lk U5 LQ LU LLnn a vi � CL UJ Lu /\+� LU Z © o� "< r++. Q Z q pc L =°"6Zw Q w4Ln 4. Q + ; R C) Qj e g o 0 4. CL uj Q: CL CL o V) w�WoL�vc[pw =CL woo cZ ow``a�w©ca ti ° Lj- w - LLJ m: w©::)Z Lo f©wzLLc LAJ 4 LjJ�.- ooLAJ g2© i- QZLuZzQ.<e Municipality of Anchorage Community Development Department ` ~- -{ .. Pagel :'tis-if 3 • On-Site Water&Wastewater Program 4700 Elmore St. •P.O. Box 196650 Anchorage, AK 99519-6650 •http://www.muni.org/onsite eT(i9147))49- ?j ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP161196 PID Number: 019-151-11 D New II Upgrade Name: LARRY KUNDER ABSORPTION FIELD Address: ❑ Deep Trench • Shallow Trench 0 Bed 0 Mound 1310 WOO BLVD *ANCHORAGE, AK 99515 0 Other Phone: No.of Bedrooms: Soil Rating: Total Depth from original grade: (907) 242-1208 5 0.8 0130/Sq.Ft' 10.25 MAX Ft. Depth to pipe invert from original grade. •Gravel depth beneath pipe: LEGAL DESCRIPTION SEE DWG. 4.00 Ft Subdivision: Block: Lot: Fill added above original grade: Gravel length: SKYWAY PARK ESTATES 6 2 SEE DWG. Fc 2 @ 50 Ft Township: Range: Section: Gravel width: Beds Number of lines: Distance between lines. 5 Ft. - - Ft. SEPARATIONDISTANCES Total absorption area Number or trenches: •Dist.between trenches: To Septic Absorption Lift Holding PubliclPnvate From Tank Field Station Tank Sewer Lines 1000 SQ.FL 2 10+ Ft. • Well N/A N/A - - 25+ TANK • Septic 0 S.T.E.P. DHolding 0 Other Manufacturer Capacity: Surface Water 100'+ 100'+ - - GREER 1500 Gal. Material: Number of compartments: Lot Line 5'+ 10'+ - - N/A STEEL 2 Foundation 5'+ 10'+ - - LIFT STATION Curtain Drain - NONE KNOWN Manufacturer C . Remarks: Gal. PER CONTRACTOR,THE OLD SEPTIC TANK WAS DECOMISSIONED PER "Pump on"level at. 'Pump off'level at: Nigh water alarm at: UPC.OLD DRAINFIELD WAS ABANDONED IN PLACE FOR POSSIBLE FUTURE USE. -- _ Pump Make&Model Electrical Inspections performed by: PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield Installer WILCO CONTRACTORS Drainfield D3034 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) Inspection 100.00 Ft Dates: 1st 2nd Location and Description: 5/18/17 5/19/17 3rd 5/19/17 4th 5/19/17 BOTTOM OF SIDING @ SOUTH/WEST CORNER OF HOUSE ENGINEER'S SEAL Community Development Department Approval ��.�OF `!���� .. �j . �,i Conditional approval: Date: �.' ............ .441 ' �4-�� • 49 fir,b • .� • F. • • .... .. f'f : •• • ch. A. Garn•ss ; L• 0 444. •-(5,°, . ICE- • :?= -.. 6/i(6)15-... <z .-.• Approved: U���f� O, ac,i)J-S) Date: 71 /(0/,',2c,-.I1 LICENs.4b FESS\��44 #AECC884 ,,l�s�e*• Incnnrtinn Prima 1.1.17 Anr i PERMI f NUMBER: PARCEL ID NUMBER: ' OSP161196 RECORD DRAWING 019-151-11 /// - YBOx / A B C 1 / MT1 60.6 44.5 218 I,/ / MT2 104.5 86.8 41.3_, N4' ... i MT3 64.7 40.0 42.3_, r•• .- •-' ! MT4 107.0 84.7 53.9 ASSUMED LOCATION ..`', 1/ //! CO1 57 0 40.0 25 7 OF WATERLINE f ••• r r / CO2 105.8 87.6 43 6 `r / / CO3 63.5 39.6 39 9 - i / f� / C04 1074 85.3 526 - •-'• / // / ST1 38.1 20.5 41.4V �...'^�• '� ' -1. / // ST2 50.1 30.3 35.1 y�!_ •: • ' r // FS 68.6 47.6 31.6 . , • :~ !I i / DBL1 51.5 31.5 34 5 •. J• / / / 0B12 52.6 32.4 34.2 .:J - • / • 1 1 I1 I `• .•. •8, . 4l/ ! • / I•i/ OLD DRAINFIELD WAS i •- - ;y. .• I /! ABANDONED IN PLACE FOR • r.. •'� `' 71 / • f r / 1 , r / FCO / / NEW 1500 GALLON SEPTIC TANK f/ f / r f / 1 1 f I / / ! SHED Ti /I I C i/ `/ cot Tz f MT1' DBL182 i/ `! CO3 1 SHED FS MT3/--RESERVE SITE(WILL REQUIRE1r j ADVANCED TREATMENT) i/ /� MT2 • O /1 �l TH/i CO2 r / 1 1 I / CO4 MT4 r fi r r tfiIi ES,- NEW DRAINFIELOS r/I !1 N mt- / 1 1 / SCALE. / � 1 1 11 /r 1•_40' r r / 1 r r 11 1 4. /4c• / in_ GARNESS ENGINEERING GROUP, Ltd 4 1 •s : * • .*v CIVIL 8.ENVIRONMENTAL ENGINEERS iim.s • 0 3701 E.TUDOR ROAD,SUITE 101•ANCHORAGE,AK 99507'PHONE(907)337.6179'FAX(907)338-3246'WEBSITE•rww 9arnessengmeenng Com • •• ' ' . •. ' . ,i • PREPARED FOR: PHONE NUMBER: PAGE NUMBER. f • e : .mess '41 LARRY KUNDER 242-1208 2 OF 3 1 '%,... C -79p • - 7 PROJECT/LEGAL DESCRIPTION: DRAWN BY • SKYWAY PARK ESTATES; BLOCK 6, LOT 2 E.D.W 1 I �. , TYPE OF WORK: DATE: LICEN*+, PROFESS\ 41, RECORD DRAWING 7/5/17 #AECC884 �111S•1111 J K. PSP;6;96 RECORD DRAWING 019-1 ID NUMBER: 019-151-11 FINAL GRADE=98.60-98.64 ST1 ST2 TOP OF TANK c c TOP OF TANK AT INLET=94.17 AT OUTLET=94.11 7NEW 1500 GALLON INVERT OF BUNG SEPTIC TANK INVERT OF BUNG AT INLET=93.71 AT OUTLET=93.48 v 0 DURING OUR INITIAL INSPECTION TESTHOLE #1 (SETTLED-OUT WITH A LARGE DEPRESSION)HAD STANDING WATER THAT WAS BELIEVED TO BE SURFACE RUNOFF.PER THE DIRECTIVE OF TIM ECKLUND WITH MOA ONSITE,A NEW TESTHOLE WAS EXCAVATED ADJACENT TO THE INITIAL TESTHOLE.7-DAY GROUNDWATER MONITORING WAS PERFORMED AND THE CONFIRMATION TESTHOLE WAS DRY ON 5/18/2017. WEST TRENCH EAST TRENCH TSH#1 MT Co FINAL GRADE=98.48-98.61 Art FINAL GRADE=98.43-98.78 THS#1 ORIGINAL GRADE @ ORIGINAL GRADE @ HIGHEST POINT=98.3• HIGHEST POINT=98.33 FILTER FABRIC FILTER FABRIC -- 1•••••.•r.•••.•:••�:': 'db r••••.•�..•••: 4T hituitin ::*::„„:„.:.„,:.:„:„: T :.:::.::::::„::::::„;„::: :::::.:::::::.:::::::::::::: :.:.:.:.:.:.:.:.:., ' :: i :„:„,•:.:�:::•:� 4' •:•:'::.:•:::::::•:::•::::; INVERT OF .•. INVERT OF PIPE=92.14 •..� ,,.. •:••• : ;:;:•.::..'� •••:•:•.;:;:•:::::: :::} PIPE=92.14 44. 4444o:44444 5' BOTTOM OF TRENCH=88.14 I Sr I BOTTOM OF TRENCH=88.14 E• 10• I -RELATIVE ELEVATION OF BOTTOM OF TESTHOLE =82.14(DRY) RELATIVE ELEVATION OF BOTTOM OF TESTHOLE =82.08(DRY) sr i GARNESS ENGINEERING GROUP, Ltd �'' • CIVIL&ENVIRONMENTAL ENGINEERS I /�� • 3701 E.TUDOR ROAD,SUITE 101••ANCHORAGE,AK 99507••PHONE(907)337-6179••FAX(907)338-3246'WEBSITE:www.garnessengineering.corn ••l e • - ' ; PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 (R —r ' Ga ess .Lu g/ LARRY KUNDER 242-1208 3 OF 3 �..i ' E 795 •'• � PROJECT/LEGAL DESCRIPTION: DRAWN BY: .♦ * 6/)9 j'�•<,'. SKYWAY PARK ESTATES; BLOCK 6, LOT 2 E.D.W 1� is ...... .••••••ry'�P�, �� TYPE OF WORK: DATE: ,' r1VFESS\”'44 PROFILE DRAWING 6/15/17 #AECC884 1li"S11%** J On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP161196 Tax Code Number: 01915111000 Work Type: Septic Upgrade Permit Effective Dates: August 16, 2016 to August 16, 2017 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: SKYWAY PARK ESTATES Site Legal Address: SKYWAY PARK ESTATES BLK 6 LT 2 G:2729 Owner/Address: KUNDER KRISTIE D 1310 WOO BLVD ANCHORAGE AK 995153211 Site Mailing Address: 1300 Woo BLVD, Anchorage Lot Size in Sq Ft: 76186 Total Bedrooms: 5 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By: /16/16 Date: �6 l6 v A 2 3 Q MUNICIPALITY OF ANCHORAG Community Development Department Phone: 907 -7904 Development Services Fax: 907- - 97 On -Site Water & Wastewater Program s > s z Mayor Dan Sullivan On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I. D. 019-151 —1 1 Property owner(s) KRISTIE KUNDER Day phone 242-1208 Mailing address 1310 WOO BLVD. *ANCHORAGE AK 99515 Site address 1310 WOO BLVD. *ANCHORAGE, AK 99515 Legal description (Sub'd, Block & Lot) SKYWAY PARK ESTATES; BLOCK 6, LOT 2 Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: Gall that apply) Absorption Field ® Initial ❑ Single Family (SF) Upgrade (w/wo ADU) Septic Tank ® Renewal ❑ Duplex (D) ❑ Holding Tank ❑ Multiple Dwellings ❑ 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: 26 ` J Waiver Fees: Date of Payment: 7 !l aljb Date of Payment: Receipt Number: 2a Receipt Number: Permit No. QL� " Waiver No. (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd Ad----drB5 CIVIL & ENVIRONMENTAL ENGINEERS July 11, 2016 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System Upgrade for Skyway Park Estates; Block 6, Lot 2 To whom it may concern: The existing 4 bedroom house is served by AWWU water and a private septic system. The drainfield is in a state of failure and needs to be upgraded. We are proposing to install a 5 bedroom septic system for a potential future edition to the property. The proposed septic system will consist of a new 1500 gallon septic tank and dual 5 -wide drainfields. One testhole was excavated on the property and the drainfields are designed around the 30 foot radius of this testhole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached soil log which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: As can be seen on the attached topography drawing, the average topography around the proposed drainfield is relatively flat. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your asAstance. .E., M.S. 3701 East Tudor Road, Suite 101 *Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com SKYWAY PARK %b� / ESTATES; BLOCK 4, LOT 9 / SKYWAY PARK / L ESTATES; BLOCK 6, / �n LOT 3 / c PUBLIC WATER SKYWAY, PARK / ESTATES; LOCK 6, / LOT 14 1 W I R90iUS SKYWAY PARK /1' E1 TAT LOT BLOCK 6, `\15 SKYWAY PARK ESTATES; BLOCK 6, LOT 16 PUBUC WATER J� \ SKYWAY PARK \ESTATES_BLDK 6 LOT 16 I \ SKYWAY PARK /ESTATES; BLOCK LOT 17A GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS PREPARED FOR: PHONE NUMBER: PACE NUMBER: LARRY KUNDER 1 242-1208 1 1 OF 2 E OF WORK: DATE: SITE PLAN 1 7/11 I �I SKYWAY PARK ESTATES; BLOCK 6, �I LOT 17B \ / i E2 G /� �Q SKYWAY PARK / \ ESTATES: BLOCK 6. / LOT 1A / J� \ SKYWAY PARK \ESTATES_BLDK 6 LOT 16 I \ SKYWAY PARK /ESTATES; BLOCK LOT 17A GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS PREPARED FOR: PHONE NUMBER: PACE NUMBER: LARRY KUNDER 1 242-1208 1 1 OF 2 E OF WORK: DATE: SITE PLAN 1 7/11 I �I SKYWAY PARK ESTATES; BLOCK 6, �I LOT 17B \ / i E2 NUMBER OF BEDROOMS: 5 GALLONS PER DAY (GPD): 750 PERCOLATION RATE/S: 13.3 PROPOSED APPLICATION RATE: 0.8 MINIMUM DRAINFIELD SOFT.: 938 FEED IM DEPTH: 10.25 FEET 5 FEET I: 2 0 50 FEET APPROVED SAND FILTER: N/A IVE: 4 FEET FION FACTOR: 0.5 . SO.FF.: 1000 FEET° WOO BLVD LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND NOTE: THE CONTRACTOR SHALL HAVE THE SOUTH & WEST LOT LINES, AND ALL WELL RADII FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. SKYWAY PARK ESTATES; BLOCK 6, LOT 3 PUBLIC WATER / / / r EXISTING DRAINFIELD TO BE n \ ABANDONEDED IN IN PLACE EXISTING SEPTIC ANMMITO BE / / DECPER UPIONED FCo NUMBER OF BEDROOMS: 5 GALLONS PER DAY (GPD): 750 PERCOLATION RATE/S: 13.3 PROPOSED APPLICATION RATE: •3 MINIMUM DRAINFIELD SQ.FT.: 250 FEET' *CAT II SYSTEM MAXIMUM DEPTH: 10.25 FEET WIDTH: 5 FEET LENGTH: 25 FEET M.O.A. APPROVED SAND FILTER: N/A EFFECTIVE: 4 FEET REDUCTION FACTOR: 0.5 ACTUAL SQ.FT.: 250 FEET' WATERLINE / EXISTING 4 BEDROOM HOUSE Fa / STI / MT FS CO ST2 1500 GALLON MT Jl / SHED GF /� C TANK 0 SOUBILE C/OSS CCS/ \ \ PROPOSEDC T / \ DRAINFIELDS RESERVED DRAINFIELD (WILL CO ° REQUIRE CAT II SYSTEM) GARNESS ENGINEERING GROUP, Ltd ax 9- CIVIL & ENVIRONMENTAL ENGINEERS 3701 E. T" R , SUM 101 ° M10HORAOE, PIC 99507 • PHONE 907) 907-8119 • FAX (909) 3 -3448 • Y,ffiIIE: rrr.9am°aen9ircenn9r9m PREPARED FOR: PHONE NUMBER: PAGE NUMBER: KRISTIE KUNDER 242-1208 2 OF 2 LEGAL DESCRIPTION: DRAWN BY: SKYWAY PARK ESTATES; BLOCK 6, LOT 2 PNB TYPE OF WORK: DATE_ �_ SEPTIC SYSTEM DESIGN UPGRADE 7/11/16 * ;jj 4 f 8-.10 .. ........... . m... ....ouuuQ. 2 y mess., 'Z ., CE -7 53 4 ESS00- GARNESS ENGINEERING GROUP, Ltd CIVIL& ENVIRONMENTAL ENGINEERS m � 3701 E IUEDRROAD, SUITE 101-A HOWE.AK99807'PHONE (WTI 3376179'F (90 3383248'WE&SRE: W Samseepinee,inO[wn SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: SKYWAY PARK ESTATES; BLOCK 6, LOT PERFORMED FOR: KRISTIE KUNDER DEF (fe ORGANICS 711/16 TEST HOLE #1 SOIL CLASSIFICATIONS r IIIIIIIII r Film, 715/16 rr r %//% r %%NNN• 2 rr r 30 y o 3 r r - r - • rr 1 30 r 2.25' ' r r - 6 �r 30 3.75" 2.25' F �r r r rr r rr r r r r r r r r rr rr � r 711/16 TEST HOLE #1 SOIL CLASSIFICATIONS DEPTH TO GROUNDWATER DATE IIIIIIIII 7/1/16 Film, 715/16 %//% 6" %%NNN• 2 3:38 30 3.75" o 3 MOE - IIIIIi - • IYi�� 1 30 3.75' 2.25' 5 DEPTH TO GROUNDWATER DATE DRY 7/1/16 DRY 715/16 3:08 6" - DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 7/5/16 1 3:08 6" - 2 3:38 30 3.75" 2.25" 3 3:38 - 6" - 4 4:08 1 30 3.75' 2.25' 5 4:08 6" - 6 4:38 30 3.75" 2.25' PERCOLATION RATE 13.3 (MIN./INCH) TEST RUN BETWEEN 5 FT. AND _ A FOUR HOUR PRESOAK WAS PERFORMED: PERC. HOLE DIA. 6 (INCHES) 6 FT. E YES ❑ NO SOILS LOGGED BY: PIERCE BLEWETT PERCOLATION TEST PERFORMED BY: ERIK WIDGER COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FO MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 7 1, bb MUNICIPALITY OF ANCHORAGE DEI :TMENT OF HEALTH AND HUMAN SER\ :S Environmental Health Division 825 " L'• Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name ----- -- DISTANCES TO FROM SEPTIC TANK ABSORPTION FIELD WELL Address WELL Phanels) iNo. No of beard ms LOT LINE _ LEGALUE&CflIPTION Lal : UAt . o N v j. 4 v r � 7 , no_ . A H -N, A A 11 WO 140 kv 4- 0 q I F 0 US 1 10, OEP(tRlME1 |[ OF HEALTH AND ENVIR[)QMENTAL 1 '1 �OT[CTlON IN V" 1 . S1 REET, ANCHORAGE, AK 9Y501 264-4720 1 1 NP: u700U9 DATE ISSUED: H5/1?/87 APPLICANT: DON SIMMoNU ADDRVSS: 703l CMERYL ANCH�RAG[, AK 99517 CON | At: T PHOME: !44-1861 LEGAL DTSCRlP: 5n8DiVISIDN: KYNAY LOT: 2 6 2LC11UN: 24 TOWNSH1P: 12N AN8E: 001 LOI SIIE: 1 Q�F|1 � AC|lE�) MA� 8EDR�OMS� 4 Lisied be1ow are Lhe opl iuns available to you in (osigni/1g your sepLic systrm ioose i|'a opLinn that hest 'Its your sitP., Psi n U� UO|lGS! 1) 35 ** GlA;EL !}EPl; (F/) |;lAL DIy[i| ([|.) �O SRAVEL WIDTH (i 23.0 GRAV[L i[NGTH (F|.) M.n.) [ANK SIZE =LK/ 1,250.0 ** �;VI| RATING /SQ'FTBR> 172 4"() FT, MAY I �EQUIRIn H LlF| 510TI01\1 MUS! Ho:I� fll L[AST |WO COMPARTM[NlS I cerii[y thzW l. { am familiar with the requjresents for on-site sewers and welis as seL {orih by Who Municipality of Anchorage (PON and the State of Alaska P. I wi11 insiall the system in accordance with a1l MOA codes and regulaLions, axJ :111 compliance With the design criteria of this permit, n. I will Mhere to all MOA and State of Alasta requirements !or the opt back distances from any existing wel1, wasLewater disposal system or public sewerage sys|em on Ms or any adjacenL o, nearby lot: A. l understand ihai this permiL is valid for a maximum of 4 bedrooss and anv en1argement will require on addihional permit. Q y ��-�� Wt5(-,/O. �.o. %!00 I 71 Z5/' OP,�,•wARY SITE � Tc37 F',T C7Mo O W,174c Mo.v Ira.c,n,y IUCCCOL.9 r,ON rC%r ALV /' r4'E'Nw76 Na}c1 -wt fh,n /DO ' of Pro�o,ycd SCS}/c f cld. e,fy e✓a%r. 3• Th/5 d� c,{y war/cr. 4. Scp I,c fC/dy .5 45 ,ZS'6y So' (/zso f}') -fna/ q/irnc r75/o?S 5* 61ecf 7/0 MOA �+na/ASIS' L•O j Z ASK rW^Y PAicK E;5 r,1jeS ANG.WU.e.9 (/E � A�-ggkA R. W. Christensen sPlate ,r�n PL/�N Consulting Engineer TEST o Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST , fy f A' .,l`,1Vf 1.',iuz na':c !� Oa0¢o�e'✓ n M-dicl:d G. Gution Get _5•sl .aJ J r PERFORMED FOR: P /-ice /d (q/• 4� /rn n�,o/Z�L _ DATE PERFORMED [3�oc/< 6 ` LEGAL DESCRIPTION:,ferw Y j?4Jc E•rArA:j Township, Range, Section: DEPTH SLOPE SITE PLAN (FEET) Orf4AN/G /✓IA7 t!Fzoa�N� 1 G J•iI S/� jv la .c.q vc4. 2 3 4 5 G M /✓/o.s.; Med. %,er/�e. 6 (�umcrvu1 Cobb/c9) 7 0 9 10 WAS GROUND WA'T'ER ENCOUNTERED? Nc 11 -ev /o, o ' —7 3/13/87 IF YES, AT WHAT 12 .�.o.eo._..vv 1/1/4je7C n/oj DEPTH? ENcvuA/ j'44c C'D 13 • Depth to Water Aller Monitoring? fo /D' pale: 31[ 31S7 14 15 161 ,gad )Ng1c/- 17 /G ZCPO Im 19 Reading Date Gross Time Net Depth to Time Water Net Drop O 3/13/,97 Z Z•25 3. 9 ZC2 3/ 5- S/ z 3Q 3zi 3/ : 05 _ /// 80 20 1 •Q.12/x• IL�JI PERCOLATION RATE � � (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN 5' S FT AND 6. O _ FT COMMENTS�S. �"�' � %cif} 1/7d,/ PERFORMED BY: CERTIFY THAT THIS TEST WAS PERFORMED IN Go•vS ULf/N cj EN,/NEi CJQ ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) r. (ENGINEER'S SEAL) u Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED DATE PERFORMED 7:3B7 Goj Z/ BGcck 6 LEGAL DESCRIPTION:,/cvw,�Y P,d,eK E,� rpt Township, Range, Section: DEPTH SLOPE SITE PLAN (FEET) aeS ,1N/G /Yfgr (Fiep 2GN� 1 jY G1Z AVc•L 2 -- 6M o� Ocn3G 3 4 G P ( �xanay 9�a Vc/ W/ f/� 7per„Ecfs• and i/7/n /aycr5 of �cryyG G V L 5 GM 1 6 Mo/sf, ✓/Cd. aG//dG Circ mcroas Cobb✓eg ) 7• Te -Ir /c/T Cov xcjeo aD 7,0' 8 oN 31191e7 g G ceu vo lAld7er, Alec ewcwUA x--lz eO 10 11 12 13 14 15 16 X940/ //I/c7%r• 17 .r'c�c/ fe macro 18- 19- 20- COMMENTS 819- 20-COMMENTS WAS GROUND WATER ENCOUNTERED? /t/o IF YES, AT WHAT DEPTH? Depth to Water Aller Monitoring? _ Dale: S L. O L v G P E Reading Date Gross Time Net Depth to Time Water Net Drop o 3 1047 4;,Z 6 O rn.7 loin 114 r� o S / 9 6 —5�_ 2 -'3/ 7 -4-: - /F//6 PERCOLATION RATE /0,7 (minutes/inch) PERC HOLE DIAMETER ZzIr). TEST RUN BETWEEN .S• O FT ANDf� L FT PERFORMED BY: k'• W e fY9/37-,$C V 5 X v GaN�juLr•/N!, ENt,/NCL'Je ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: I ZZ 3/87 !?�u Municipality of Anchorage „ DEPARTMENT OF HEALTH & HUMAN SERVICES 6r 825 "L" Street, Anchorage, Alaska 99502-0650 A w SOILS LOG — PERCOLATION TESTc Rihar n. . Richard C. Button CE 5031 PERFORMED FOR:LJ���/d k(,� i.m< _DATE PERFORMED: y LoT Z - G3LoaK 6 LEGAL DESCRIPTION:SKywAY 0A,<& gE'i'rArcZi Township, Range, Section: DEPTH SLOPE SITE PLAN (FEET) peiAN,c_ A'ZiT 7,�itoq ov� 1 G/ M 5/cry ej R,1 vEL N 2 Ory, OCr/JG E rr e_ c 3• �P 5,.o S,Lrr4a9vcL 4 . 4n4 �svndy�r-aVc/w,/hfa-xkc C Vdr g 7 • (�l�,mc�ou5 Cobb/cSJ 7137' 7.0' 8' oN 511zl&7 9 �a.� vv W-1171SA /VOr EN GG4N rLRCQ 10 . WAS GROUND WA' ENCOUNTERED? 11 IF YES, AT WHAT 12 DEPTH? 13 Depth to Water Alter Monitoring? 14- 15- 16 17 18 19- 20 - COMMENTS 11 11 Date: Reading Date Gross Net Depth to Net Time Time Water Drop T r��— PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT PERFORMED BY:R. W. NR/Srs�S�tN _ I CERT IFY THAT THIS TEST WAS PERFORMED IN G�,n.sutr.�cy Eirr�/NCGR /o ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 3I.z3LR7 72-008 (Rev. 4/85) C Vdr ER A/6 11 11 Date: Reading Date Gross Net Depth to Net Time Time Water Drop T r��— PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT PERFORMED BY:R. W. NR/Srs�S�tN _ I CERT IFY THAT THIS TEST WAS PERFORMED IN G�,n.sutr.�cy Eirr�/NCGR /o ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 3I.z3LR7 72-008 (Rev. 4/85) u Munlcipallly of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 625 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: /131 (.(/. •S.mrr,.s r7 DATE PERFORM Zer..Z BLCG,e b LEGAL DESCRIPTION:.5,ryty" ?,4.rx_ 6R rAr ,4townshlp, Range, Section: (FEET) Q,eS N11J 1 ,::y Al Y G RAVEL 2 Ory. UcfrOc 3 4 4 P 5.1 /./OY SiLrY 4 Qq VCL 5- 6- 7 6 7 (nc �iric�ou 5 GOb,(�IG 3 71Sr P,, GoMPLErEO -f0 7.0' 8 oN 31/Z/87 9 �j �+' /N? w^ %LR Nor E eGNNr�'RGp 10 WAS GROUND WATER ENCOUNTERED? 11 IF YES, AT WHAT 12 DEPTH? 13 Depth to Water Alter Monitoring? -- 14- is- 16- 17 14151617 18- 19 20 COMMENTS )ab.;De3u aee Leeemuoeeo aaa•nq••• o•.•:u aaao oo.e o. sa..o. o••. ora Richard W. Chraionson; rR No. CE -5590 ." " rJ S L 0 P E Date: Reading Date Gross Net Depth to Net Time Time Water Drop '"� P�.ccm ioN T r No cXFo,CM O � ti - PERCOLATION RATE _ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN _ FT AND FT PERFORMED BY: 2, w.1`n9A4-!r_N 1 �.. CERTIFY THAT THIS TEST WAS PERFORMED IN Cv>ni�ULri Nf� E'n/f�/NG6,� ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: _f44 3LB7 72 -008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH R HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502.0650 SOILS LOG — PERCOLATION TEST .......... .y .e.y oV�' Di3 J'•„'!'.4(Gfleaup Juv u40v saJ foSaf O Ri,hcrd W. Chrislonsen.; 14, No CE -5690. .aa PERFORMED FOR: N/, DATE PERFORMED:,._-J'._�+y,'Qv� LEGAL DESCRIPTION:ffkYk�tedY -Ax- f QrATzp_ Township, Range, Section: _—_— FD-E-P-TH-1 SLOPE SITE PLAN ��� ' (FEET) 4.CS•1N/G_ ".4r lFCa2c+vJ I j–I'jLOI F- 1��s-I 2 3 GM ,�/r.JY GRANGE Ory , Ocn1� 5.1 avOY/S/Gr)� vKA VaeL Net Drop 4 e,/ -a v</ a -✓i ffi /ou ,EG/} G P-S�+ndJ. orsd ffi/n Iaycr3 OF �GI.7JG 5 GM s..//y 9/•+�v�/ 1 6 rl1U!!7G/>745 cobb/ag 7 o -'s TGsJ �iJ GoM RE/6U 7 O 8F1 /Sr g GTo JNo 1/1,�/r4 NO/' FVCOUNTF/LCO 10 11 12 13 14 15 16 Adc/ 17 18 .ec3e/ fe �cr•o 1a 19 20 COMMENTS WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water Aller Monitoring? _ Dale: S L 0 P E Reading Date Gross Time Net Depth to Time Water Net Drop o -'s /Sr - — _3, 6 PERCOLATION RATE 110. 7 (minutes/mch) PERC HOLE DIAMETER /T in_ TEST RUN BETWEEN ,S. D FT AND . 1-1 FT PERFORMED BY: .2.W, cNg�Srec.vS a.v I G6NS4LJ'/NC, ENly/NP_Cye ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 (Rev. 4185) - CERTIFY THAT THIS TEST WAS PERFORMED IN DATE:-3l•L3/87 __ V1•ptr pOeV pU�. Munici alit g of Anchors a �•s"3;E?•� 4��'d : •�'q OO�Oa4..........000C.09a00..p DEPARTMENT OF HEALTH & HUMAN SERVICES 625 "L" Street, Anchorage, Alaska 99502-0650 �} .ti Y...p.p.......•............ / Richard W. Chrislcluonr re 1 SOILS LOG — PERCOLATION TEST �a No. CES670 1 ��F� p ..� 0l F00. 6b �RO )n PERFORMED FOR: Ooria /i/ (�I/. 7 /m n-).on� DATE PERFORMED: �S'�"3(•n"`��' Lor 2 ' fJLock 6 LEGAL DESCRIPTION: S k'Lj A,Z PnRx E57-6rg_�i_ Township, Range, Section: DEPTH SLOPE SITE PLAN 1 2 3 4 5 6- 7 7 8 9 (FEET) O.c4 AN/G M/Ar ( F20 a&'V� A'Y. /Jarrlc L / .S.,NOY y,�V)VEL :'V/JrLj /✓/e/s% Med, rJe.r/ye. O 3/03/87 7- r /S m O 0 "7 -- /:. 9 1-314 s=� Z r r 3 - 010 3/ 4P G M -'� [.6 V6 10 WAS GROUND WATER Tea j• �rj CcA-r P�GfEO ENCOUNTERED? No 3/iJ/87 IF YES, AT WHAT 12 l4RauN0 Vllrm AVnj DEPTH? EN�ouNTloC 6D 13 Depth to Water Aller Monlloring?'02 f� /o `pate: 31z.3197 14 15 161 /qdd lyw/Gr 17 K 19 20 I I PERCOLATION RATE tminoies/inch) PERC HOLE DIAMETER I�J TEST RUN BETWEEN L' S _ FT AND 6.6 FT COMMENTS Si r'.vr �� .0 i/o�� �jlf�chr•cJ 5 L O G vc P E Reading Data Gross Net Depth to Time Time Water Net Drop O 3/03/87 7- r /S m O 0 "7 -- /:. 9 1-314 s=� Z r r 3 - 010 3/ ? 05 -'� PERFORMED BY; CERTIFY THAT THIS TEST WAS PERFORMED IN CoN9uLj'IN5 ENS/N�cr<C ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 3Zz3Z37 _ 72.008 (Rev. 4/85) orn O7 O') M I? I? ti ti O O (3) 0) o. o � a MMN A LO N O N i N ill cu C O N .Q x W O 0 0 1 r r r LO O7 O a) U m a_ N J Y rn J rn m Q U) W N o Q � W U Q � n- J Q m C) CO O T— C ('7 O U N U) m a � cB C m J CO LO 0 0 O OL m N m cn E a) a) N c O a) 0 A E O W Al . q. C O 0 O O a O O c � V � O O d N N c CL � 0 'E • O � N 0 .y QH cn ` O Q 3 O a U L = v ca 0 > C a 'a O M 0 = Q C Q. CL E N v 0 0 C >, C >> CO cn ,.+ +O+ .0 y E -o a O _ Oo O > a +�+ C v N O d:+ N ct c �j E `O 0 N +d' V CL fR Q i 2 x O (n N � > U u- Q a) U o a) Q Z w w � W O -0 cu U Q O U H Q 0 v 0 C O U CL Q cQ O Q. d Q CO E U) a) U) C O O N t� U 4� N Al N O C� Y O i W m (� U W � UJ O I¢- U W Q Y * Q En Q O O Y o C/) o c Cf) O T Q /1 cnU in a� C O Cl- O U U W T— CN Nt N O rn m c O L CL m ❑ ii n II I I Y. O vTJ T VJ a) co C? 00" 1: rn rn (1) X C O U CL Q cQ O Q. d Q CO E U) a) U) C O O N t� U 4� N Al N O C� Y O i W m (� U W � UJ O I¢- U W Q Y * Q En Q O O Y o C/) o c Cf) O T Q /1 cnU in a� C O Cl- O U U W T— CN Nt N O rn m c O L CL m ❑ ii n II I I Y. a) a) LL a� DGM CL) CL) LL Q U) O U C: a) >, ca I O <31 U o C Q I O — (n a) m 3 ani O z7 a) En -Ej CN :3 U) c. C > Q) ❑ C •� cm y_ C 7 o U) c ❑ E a) 3 U ani U)a) n OL E— N x� c OO C cm U)a) E CL cn c' a 0 (nLi c ❑ El '(:D) O a) O C .r.. Q) O V �CLL F- > M a) C m❑ ` a U) a 0_' m ami a°)i O ElZ > o O m o N ❑ 'p — to O7 ` n- C C .o ❑ W m 'S m ° ❑■ ❑ O v m Y -v m CL CL ❑ cu J ❑ CL LO > ((Q U O ff) ++ CL d O n a) r E D ❑ ❑❑ N a. U) ,.: 0 O c d cLLJ_ N as w n El 5 n ../ a � _O d A LU Q' W Q a) W N W E... m LU /^ N Y zU v, z O M a) v w LL w H T a O O v C) Q ct VJ W W F N OIL LL CL) cn CL o U) Q a CD a M> W N M co m r a) a) LL a� DGM CL) CL) LL Q U) O U C: a) >, ca I O <31 • Legal Description: SKYWAY PARK ESTATES; BLOCK 6, LOT 2 Parcel ID: 019-151-11 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system A. WE TA ❑ Well log is file�ne ached) Date drilled Cased to ft "\ ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Comments Well production at time of test gpm Water storage tank volume gallons Well disinfected for coliform test? ❑ Yes M No ❑ Coliform bacteria is Negative mg/LL ❑ Nitrate less than MRL (ND) c / Arseni❑ Arsenic less than MRL (ND) Collected by Date B. TANK DATA C. LIFT STATION as Measured operating fluid level in septic tank ❑Required maintenance completed Date of pumping _ -:> i A��",Ae6 = =_ Age of lift station NEW years ❑ Required maintenance completed, if AWWTS Lift station material PLASTIC Comments: Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) NEW 0 ALL standpipes present per record drawing Total measured depth from grade *3.79 ft (max) Measured depth to pipe invert from grade 2.99 ft (min) ❑ N/A – pressurized field. FE -1 Per record drawings, field is insulated. Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced -0—gallons N/A date Any rejuvenation treatment (past 12 months) NO If yes, enter date N/A Adequacy test date NEW Results Q Pass Fluid depth prior to test in Water added " gal New fluid depth in Elapsed time - min Final fluid depth it Absorption rate 750+ gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) 6 Effective depth used 0 in Effective depth remaining 6 in Comments/Deficiencies: *PER RECORD DRAWING - ATTACHED COSA Checklist June 2022 rt E. SEPARATION DISTANCES r .vate Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Taticl on Lot > 100' if No Community Sewer Manhole/Cleanout > 100' Yes if No ft ❑ Yes if No ft Neighboring Tank > 100' ❑ Yes i ft Private Sewer/Septic Line > 25' F] Yes if No ft Absorption Field on Lot > 100' ❑ Yes if No ft ing Tank > 100' ❑ Yes if No ft Neighboring Absorption Fields > 100' if No Animal Contain > 50' ❑ Yes if No ft ❑ Yes if No ft Water Main > 10' 0 Yes if No Manure/Animal Excreta Storage _ Community Sewer Main > 75' ❑ Yes if No ft ❑ Yes ft ❑ N/A — Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10' 0 Yes if No ft Surface Water > 100' R Yes if No ft Tank to Property Line > 5' ❑i Yes if No ft Wells on Adjacent Lots: Field to Property Line > 10' ❑■ Yes if No ft Private Wells > 100' Q Yes if No ft Water Main > 10' 0 Yes if No ft Community Wells > 200' 0 Yes if No ft Water Service Line > 10' no Yes if No ft If tank or field is under driveway comment below F. ENGINEER'S COMMENTS G. CERTIFICATION & 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, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm Garness Engineering Group, LTD. (GEG) Phone 907-337-6179 Engineer's Printed Name Jeffrey A. Garness Date 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. j 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. COSA Checklist June 2022 o 0C_ / JI J ... 9 //N �).AA.G_ .. ... E -793`G seq. a L#c�isE � n rc,T855�On �p #AE XB84 LQ S2 z w ca I' i 414) LU �C yy � Q fes' f F- z L w E-ZFes- 0 > S2 z w ca uj Ul zZ z }.� w F-. C fl w A: t� W W Com: w i Lu C) CL In Lu Zn Z %C �- — j.. w W -��0 Wi ZW C —L _ C Www JZ Ui 4VI° o zW z;o Lu ?� U toCL uj W 0q ", W ckL,U�v`CC"3Z Z W a c z 4 p cx V) to JZ w�-W m V, tnw�"'- U.tL A =(1�gUuat�az F�•UZ W Tz0.Q 414) LU �C Q F- z L w E-ZFes- 0 > !-zLU qty iW Z ui 2 c:: 9- cry Qoz ,G w U9 u L www cr-U.1 -r -i uj LL Q � F- m 1-1 V)cr- Qq WCL in VI UJ -q Z > F- I V F- > F- m F- F-- z F- V a z w V1 t/1 eC( H F-0 ZZILA zw(S) (N � W � LLL z w !-i 0 W F -i UJ Z Wi 0ma.F-0`� � LLi F- �, = 3:1-4 V1 W ~ LL Q Z H Z x at HQ Q>F-LU uj Ul zZ z }.� w F-. C fl w A: t� W W Com: w i Lu C) CL In Lu Zn Z %C �- — j.. w W -��0 Wi ZW C —L _ C Www JZ Ui 4VI° o zW z;o Lu ?� U toCL uj W 0q ", W ckL,U�v`CC"3Z Z W a c z 4 p cx V) to JZ w�-W m V, tnw�"'- U.tL A =(1�gUuat�az F�•UZ W Tz0.Q MUNICIPALITY OF ANCHORAGE S J DEPARTMENT OF I4EALTH & HUMAN SERVICES r}) DIVISION OF ENVIRONMENTAL. SERVICES h/ CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4744 Application Date %D 7' 1. GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legal Description (include lot, block, subdivision, section, township, range) Location(address or directions) co" .1 coo S<< (b) Property Owner�o�.. SiHwro s• _ Telephone: Home ,1 iY—/�6 / Business Mailing Address • •%� ;• • •.e/:eP /� �/w ase �� 9� 1 /� (c) Lending institution Telephone Mailing'Address (d) Real Estate Company and' Agent Address — Telephone _ (e) Mail the HAA to the followino address: or; Check here ❑, if hold for pick up. List contact person and day phone number below. 14P� G 2. TYPE OF RESIDENCE Single -Family, Number of Bedrooms ' 3. WATER SUPPLY Individual Well ❑ Community ❑ Public -Z Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite,VJ Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025 (Rev 8/861 Front 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION 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 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. Name of Firm �� S Telephone Address /tea r^ -j .q.?✓c� lA-�e 5,�c [Y �,.,.4 9'?J–o-.7 . Date DHHS APPROVAL Approved for 4 bedrooms by _� / `r Approved k Disapproved Conditional Terms of Conditional Approval dhh5 CAUTION Date I0-23 —F,7 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. Page 2 of 2 _ 72-025 rRev 8/861 Back OF AN gN GIPALITY OF ANCHORAGE (MOA) t( tPNO,? gA6 1 tPMJTHORITY APPROVAL (HAA) EN�UR NMEN1p1-SERVI CHECKLIST- FEBRUARY 1984 OCT ? 119b1 A. WELL DATA Legal Description: _b "-� J�./ ,Si�``��`/��i Well Classification ✓ /) f L If A. B, C, D.E.C. Approved (Y/N) Well Log Present (Y/N) _ — Date Completed Total Depth Cased to Static Water Level Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on To Nearest Public Sewer Line Cleanout/Manhole Water Sample Water Sample Comments B. SEPTIC/HOLDING TANK DATA Depth of Grouting Pump Set At Sanitary Se Kon Casing (Y/N) — )epr cion Around Wellhead (Y/N) — On Adjoining Lots On Adjoining Lots — To Nearest Public Sewer To Nearest Sewer Service Line on Lot Date / Date Installed / '62— Size /ZS7J _ No. of Compartments StandpipesON) —Air-tightCapsd /N) FoundationCleanouto�N) — Depression over Tank (Y6 Date Last Pumped /Ues-r Pumping/Maintenance Contract on File (Y/N) f � ; for N/.9 - Holding Tank High -Water Alarm (Y/N) Temporary Holding Tank Permit (Y/N)_ Separation Distances from Septic/Holding Tank: To Water -Supply Well J��� To Building Foundation 00 To Property Line — 2 To Disposal f=ield To Water Main/Service LineTo Stream, Pond, Lake, or Major Drainage Course /v . e' it e Comments'.— Page 1 of 2 72-026 IR, 81861 Front C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata OZ Type of System DesignP Date Installed ��� 6,/K % Length of Field Width of Field aZ3 Depth of Field ` S Gravel Bed Thickness / Square Feet of Absorption Area Depression over Field (Y/Ol, Results of Last Adequacy Test Separation Distance from Absorption Field: To Water -Supply Well To Building Foundation .S Lot Aj°^C_ i Standpipes Present e) To Water Main/Service Line5^-/ To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Comments Date of Last Adequacy Test No --z Fs7 To Property Line Z 3 / On Adjoining Lots To Existing or Abandoned System on > Zn c To Cutbank (if present) /V1ti /tel Dimensions ** Check Permitted Bedroom Rating Against HAA Request ** Off' Level at Vent(Y/N) Pumping Cycles during Adequacy Test, Meets MOA I certify that I have0ecked, verifigd, or conformed to all MOA and HAA guidelines in effect on the dattee&ff4 Signed Date �Cya/lei 4 �� s Company � � s�^c MOA No. �%��°� `� s(�,''���°� 7f[ e Receipt No. w d/ d U —D p �ij�• �C�TH Date of Payment �U Z/ �.:: e. ••°• ' Amount: $ 16 y g Page 2 of 2 72-026 fee, 8/861 Back inspection. A4%4 CE -2251 Arofess7o�; Parcel I.D. 019-151-11 Municipality of Anchoral On -Site Water and Wastewater Program (907)343-7904 Certificate of On -Site Systems Approval 1. GENERAL INFORMATION Complete legal description JUL © S 201; tzz Expiration Date: 14-23—/2 Skyway Park Estates, Block 6, Lot 2 Location (site address) 1310 Woo Boulevard Anchorage, AK 99515 Current Property owner(s) Lynda W. Simmons Day phone 344-1861 Mailing address 1310 Woo Boulevard Anchorage, AK 99515 Real Estate Agent Day phone 2. TYPE OF DWELLING Q Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: Four 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual Fx] Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System 0 Public Sewer ❑ WaiverNariance request COSA to be released tkthe engin unless othenxihil5quested by the engineer. COSA Fee $ 5�0 Date of Payment Receipt Number COSA# 05G15/3�/'3 Date: %-(S -tS Waiver Fee $ Date of Payment Receipt Number Waiver # Aftilk 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 Anderson Engineering Phone 522-7773 Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. 6. DSD SIGNATURE System #1 Approved for bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, with the following d¢ 491H _ :* MPANDERSON :14.0. CE -4381 By: Original Certificate Date: Th 4 niW r1�� drage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the repres'= sofa -icons 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 X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue shwa E:. .., c If more than 1 septic'system is on the lot: COSA Checklist # Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: Skyway Park Estates, Block 6, Lot 2 Parcel 1:019-151-11 A. WELL DATA - AWWU Water System Well type If A. B, or C provide PWSID # _ Date completed Sanitary seal (Y/N) Total depth ft. Cased to ft. FROM WELL LOG Date of test Static water level ft. Well production g.p.m. WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate mg/L Arsenic ug/L Date of sample: B. SEPTIC/HOLDING TANK DATA Well Log (Y/N) Wires properly protected (Y/N) Casing height (above ground) in. AT INSPECTION Collected by: Tank Type/Material Septic/Steel Date installed 6/16/87 Tank size 1,250 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (YIN) _ Date of pumping 8/4/14 Pumper Denali Sewer and Drain Service V C. ABSORPTION FIELD DATA Date installed 6/16/87 Soil rating (g.p.d./ft' or ft2/bdrm) 172 SF/BDRM System type Bed Length 45 ft. Width 23 ft. Gravel below pipe 7 ft. Total depth 4.5 ft. Eff. !absorption area 1,035 fe Monitoring tube Y Depression over field N 4/2 Date [adetivacy,te�,gti !1� Results(Pass/Fail) PASS For_4 bedrooms Fluid depth in absorption field before test 2 in. Water added 701 gal. New depth 6.2 in. Elapsed Tihte: 1.,440 min. Final fluid depth 2 in. Absorption rate >= 600 g p.d Any rejuvenation treatment (past 12 mo.) (YIN & type) N If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N) "Pump on" level at in. "Pump off' level at in. High water alarm level at Datum Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES - AW WU Water System WELL ON LOT TO: in. Septic tank/lift station on lot On adjacent lots Absorption field on lot On adjacent lots Public sewer main Public sewer manhole/cleanout Sewer /septic service line Holding tank Animal containment areas Manure/animal excrete storage areas SEPTIC/HOLDING TANK ON LOT TO: Building foundation >51 Property line >5' Water main >10 Water service line >10 Wells on adjacent lots >100' ABSORPTION FIELD ON LOT TO: Property line >10, Building foundation >10' water Service line >10' Surface water >100' Curtain drain None Noted Wells on adjacent lots >100, F. 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. Engineer's Printed Name Michael E. Anderson, P.E. Date 7/7/2015 COSA brown sheet 10-10.12.doc Absorption field >5' Surface water >100' Water main N/A Driveway, parkingivehicle storage > 10' '-moo �Flia.� _ 00 49 THW ._ G s 46 t. f% THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY qLq SHANEA.HOLT.' �O� CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES AND/OR EASEMENTS; AND IS JOP. LS -6914 j 4 NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES, IMPROVEMENTS. OR FENCELINES. 4 Pa ..' 6 EASEMENTS OF RECORD, OTHER THAN THOSE APPEARING ON THE RECORD PLAT . ARE NOT SHOWN 4�PCO /°g slonak 'BOd HEREON C UNLESS INDICATED) �D�OOo Z' PROPERTY LINES OR PO IUON ADDITIONALNOTE: FENCELINES THAT MAY APPEAR ON FIMPROV MENTS.S bRAWING E NOT TO BE USED TO DETERMNE ANY PAVING SHOWN HEREON MAY BE APPROXIMATE DUE TO EXCESSIVE SNOW AND/OR ICE. AS-BUILTSURVEY V =40' NO CORNERS SET MIS OATE I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY LOT 2, BLOCK 6, SKYWAY PARK ESTATES ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EXIST OTHER THAN NOTED. DATED AT ANCHORAGE,ALASKA THIS _14TH_ DAY OF _JULY , 2015. HOLT LAND SURVEYING 600 HIGHVIEW DRIVE ANCHORAGEAK 99515 345-5513