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STUCKAGAIN HEIGHTS ADD 3 BLK 3 LT 6B
Onsite File 'am ka h t b u c. gain Hwoei,, 4"" Q� 411 Municipality of AnchorageD Community Development Department6 Page 11 of 4 On-Site Water & Wastewater ProgramNOV Q 1 201- 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907)343-4904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number. OSP181264 PID Number. 041-021-81 ❑ New N Upgrade . Name: BECKY GARNETT ABSORPTION FIELD ® Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address: 9800 BASHER DRIVE *ANCHORAGE, AK ❑ Other Phone: No. of Bedrooms: Soil Rating: Total Depth from original grade: (907) 440-0791 6 1.2 GPD/Sq. Ft 13 MAX Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade: Gravel depth beneath pipe: SEE DWG. FL 9.07+ Ft. Subdivision: Block: Lot: Fill added above original grade: Gravel length: STUCKAGAIN HEIGHTS ADD 3 3 6A SEE DWG. 60 FL Ft. Owns Ip: anger eC Ion: - - - Gravel width: Beds Number of lines: Distance between lines: 2.5 Ft - - Ft. SEPARATIONDISTANCES Total absorption area 1088+ umber of trenches: 1 Dist. between trenches: _ To Septic Absorption Lift Holding Public/Private From Tank Field Station Tank Sewer Lines S4. Ft Ft. Well 100'+ 100'+ - - 25'+ TANK ■ Septic ❑ S.T.E.P. ❑Holding ❑ Other Manufacturer. Capacity: Surface water 100'+ 100'+ - - N/A INFILTRATOR 1060/1530 Gal. Lot Line 5'+ 10'+ - - Material: Number of compartments: HDPE 2 LIFT STATION Foundation 10'+ 10'+ - - Curtain Drain NONE KNOWN Manufacturer C Gal. Remarks: *OLD TANK WAS DECOMMISSIONED PER UPC PER CONTRACTOR "Pump on' level at: "Pump offlevel at: High water alarm at: BOTTOM OF TRENCH INSPECTED BY MOA ONSITE EMPLOYEE TIM ECKLUND. Pump Make & Motley Electrical Inspections performed by: PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield Installer WILCO EXCAVATION LLC. Drainfield D3034 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 94.73 Ft. Inspection Location and Description: - Dates: 1 St 9/18/2018 2nd 2/27/2019 3rd 2/28/2019 4th 5/30/2019 BOTTOM OF TRIM AT POINT B ENGINEER'S SEAL Community Development Department Approval 0060000 aa�FA o�4 Conditional approval: Date: P Quo ��00 p 49 T iA........ ................. D p..... p r A_—Garn-ess.: i ff I CE-79 3 �mp� �4p ��ea ►�'� 3 it� -i ��A�o �a �'/ 1/ !' J Approved: ����� ��'�'�� Date: o LICENSA p'ofessio�' ODDOOOa� #AECC 384 Inspection Report _1-1-12.doc GARNESS ENGINEERING GROUP, Ltd -- - -- - - = ENGINEERING ^ SALES - CONSULTING .- - - - _ - - - -1 October 21, 2019 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Stuckagain Heights Add. 3; Block 3, Lot 6A To whom it may concern: Inspections were performed at the subject lot by GEG with Wilco Contractors performing the excavation/installation of the septic system. During the installation of the septic system, two separate "nail -in -tree's" were used as temporary benchmarks. During the installation of the water line, the contractor removed all temporary benchmarks, eliminating our "relative elevations". In short, all elevations were back -calculated with our field notes and manufacturers literature. If you have any gG§stions, please contact us at 337-6179. Thank you for your assistance. , p.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 PERMIT NUMBER: PARCEL ID NUMBER: OSP181264 RECORD DRAWING 041-021-81 A I B I C FC01 FCO2 32.6 1.4 104.3 ST1 109.5 80.7 59.6 ST2 101.9 73.6 63.8 DBL1 98.2 70.1 66.3 DBL2 97.5 69.4 66.6 FD 93.9 66.3 69.3 ST3 42.1 17.5 99.2 ST4 45.6 22.2 98.4 DBL3 48.3 25.8 98.0 DBL4 49.2 26.9 97.9 C01 86.7 64.5 88.6 MT1 84.2 62.8 91.3 CO2 30.3 29.7 122.1 MT2 32.1 30.9 121.8 TMT 1 40.9 18.8 101.8 CO3 64.1 64.9 MT3 62.2 65.8 APPROXIMATE LOCATION OF WATER LINE, GEG WAS NOT PRESENT FOR THE INSTALLATION AND DID NOT TAKE MEASUREMENTS TO THE WATER LINE DURING EXCAVATION; HOWEVER, THE WATER LINE WAS LOCATED AFTER INSTALLATION AND THE LOCATION WAS INSPECTED BY GEG - NEW DRAINFIELD NEW TWO COMPARTMENT IM -1530 PER CONVERSATIONS WITH THE OWNER ON 10/23/19, THE ADDITIONAL SEWER LINE SERVES A BATHROOM; DOUBLE CLEANOUTS AND SEWER LINE WERE NOT NOTED DURING THE DESIGN OR IN MOA \ RECORDS. IN SHORT, THE LINE LOCATION IS APPROXIMATE -1 NEW ADU V/ T4 NEW TWO COMPARTMENT IM -1060 1 &2 t� DRIV WAY . •� •• GARAGE D IVEWAY :• • 4 / i® GARNESS ENGINEERING GROUP, Ltd - -- -- - -= =-_ ENGINEERING SALES o CONSULTING ----------- ---_ --� 3701 E. TUDOR ROAD, SUITE 101 -ANCHORAGE, AK 99507 -PHONE (907) 337-6179 -FAX (907) 338-3246' WEBSITE: vrvnv.gamessengineenng.00m PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BECKY GARNETT 907-440-0791 2 OF 4 LEGAL DESCRIPTION: DRAWN BY: STUCKAGAIN HEIGHTS ADD 3; BLOCK 3, LOT 6A D.J.G. TYPE OF WORK: DATE: ,._ SEPTIC SYSTEM RECORD DRAWINGS 11/1/2019 PERMIT NUMBER: OSP181264 RECORD DRAWING AFTER CONSTRUCTION BOTH BENCHMARKS WERE FINAL GRADE ELEVATION = 100.23-101.73 REMOVED BY THE CONTRACTOR; ALL ELEVATION S WERE "BACK CALCULATED" BASED UPON A KNOWN ELEVATION OF THE BOTTOM OF TANK AT ST1 ST1 ST2 TOP OF TANK AT %2" INSULATION PER /ATCA OUTLET TED) 7 / CONTRACTOR PARCEL ID NUMBER: 041-021-81 INVERT OF BUNG / AT INLET = 97.26 J (CALCULATED) INVERT OF BUNG AT OUTLET = 96.99 IM -1530 2 -COMPARTMENT (CALCULATED) INFILTRATOR SEPTIC TANK TH#1 ORIGINAL GRADE @ HIGHEST POINT = MT CO FINAL GRADE = 91.5-93.6 91.93 BACK CALCULATED FROM FIELD 7 NOTES POST CONSTRUCTION FILTER FABRIC UU • INVERT OF PIPE _ .SHOT TAKEN DOWN POST 9.5 FEET CONSTRUCTION 87.96 _ER GEG �.��.►� FIELD NOTES . _ _4, , It :3� 78.46 (9.5' BELOW INVERT OF LATERAL) RELATIVE ELEVATION AT BOTTOM OF T.H. = 72.46 T.H. DRY ON 9/27/2019 GARNESS ENGINEERING GROUP, Ltd ENGINEERING � SALES CONSULTING 3701E TUDOR ROAD SUITE 101 -ANCHORAGE, AK 99507 ' PHONE (907) 337-6179 -FAX (907) 33&3246' WEBSITE: .. amessengi neenng.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BECKY GARNETT 907-440-0791 3 OF 4 LEGAL DESCRIPTION: DRAWN BY: STUCKAGAIN HEIGHTS ADD 3; BLOCK 3, LOT 6A D.J.G. TYPE OF WORK: DATE: -.- SEPTIC TANK PROFILE 11/1/2019 �;' AV ..... ... .... ... ....... ...... ...:..... E, �' e e y/A. Garn s W AF •#�� ♦� 1� �C;• ''�� .1.. AGI,•••°ec�4W LICENSE �pROFESS\�N�®�� #AECC884 ,1��` L / PERMIT NUMBER: RECORD D RAW I N G PARCEL NUMBER: OSP 181264 041-022 1-81 TOP OF TANK AT INLET (CALCULATED) = 91.20• INVERT OF BUNG AT INLET (CALCULATED) = 90.56 FINAL GRADE ELEVATION = 93..35 ST3 2" INSULATION PER CONTRACTOR IM -1060 2-COMPARTP INFILTRATOR SEPTIC ST4 PER ORIGINAL FIELD NOTES TANK WAS SET WITHIN .02' ALL ELEVATIONS SHOWN ARE BACK CALCULATED BASED UPON POST CONSRUCTION SHOTS FINAL GRADE ELEVATION = 93.1 TOP OF TANK (CALCULATED) = 91.10 ` INVERT OF BUNG AT OUTLET (CALCULATED) = 90.22 *"%% lilt OF ., GARNESS ENGINEERING GROUP, Ltd ��.. .....::...........................:�.....; ENGINEERING �SALES-,CONSULTING ;_-- 3701E.TUDOR ROAD, SUITE 101'ANCHORAGE.AK99507-PHONE (907)337-6179' FAX(907)33"246-WEBSITE:nvnv.gamessenginee6ng.com ,,, ,,,,,,,,, ,,,, „/ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0, � .A. Zrn • S •: w- " BECKY GARNETT 907-440-0791 4 OF 4 #j�'i C 53 _� LEGAL DESCRIPTION: DRAWN BY: ����� ' f I •��\0 STUCKAGAIN HEIGHTS ADD 3; BLOCK 3, LOT 6A D.J.G. �j�♦�•p••., �, ,(.P�.♦ TYPE OF WORK: DATE: LICENSEROFESS\ �, SEPTIC TANK PROFILE 11/1/2019 #AECC884 1N%TA ��� r I r Lot 7 r r r I 1 N7 r! 3�S2g'IN 376.02' I r '1 r i 1 I r � 1 V r a 1 CV r 1 r � d v r! Fence�.�.—yy r 44. O ti 1r Lot BA EXtstin9 ADS of 1 87,405 sf. cu ! 44. ' I 2.007 ac zg 8 "o ....... 1 s a r r 2 t 1 f Fence ' fj 3p I'���O l too) oseptic \ tO� drivewaY'. \ g 20.0' *-'— -- N S$1'29'47"E 5.28' Cd �8� j1 1L...! N s� N rNp C+o sr• � 16.2 2s•2' S08.30'13"W 32.6 0&' 76.4 S81'29'47"E 10.05' ¢` Existing House Ld Tv, ' 0% 62.1' 4. �16r`^ b... well ® ... Lot 5A a . . Grave. c� a) !0) "Q O) d- 4QpoppO a wi r CQUr n PPY h a o / po. .. 30' Thomas H. Dreyer.- LS-7625 rOfession6` `"v�� / Legal Description: Note: Septic locations are Asbullt per engineers septic system drawing provided to S4 Group Lot 6A, Block 3 Legend: Stuckagain Heights Add. 3 Overhang Survey Certification; I hereby certify that a Mortgagee's Wood Deck Inspection was performed on the described property. Notes: It is the owner's responsibility to determine the existence of any easements, covenants, or restriction which are not on the recorded subdivision plat. This asbuilt shall not be used for construction or for establishing property lines. Checked by. CB Drawn by. AR Scale 1' — 50' Grid SW2043 Job 2015-60 Field Book: 122-29 Plat 2015--137 Date: 7/16/2019 N"PayrY MUNICIPALITY OF ANCHORAGE / • \` On-Site Water&Wastewater Program rPO Box 196650 4700 Elmore Road Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 �r http://www.muni.org/onsite 1 .. I), I,,irin1rnI 4aCO,40" On-Site Wastewater Disposal System Permit Permit Number: OSP181264 Effective Date: 8/15/2018 Work Type: Septic Upgrade Expiration Date: 8/15/2019 Tax Code Number: 04102181000 Site Legal Address: STUCKAGAIN HEIGHTS ADD 3 BLK 3 LT 6A G:2043 Site Mailing Address: 9800 BASHER DR, Anchorage Owner: GARNETT BENJAMIN A 50% & Lot Size in Sq Ft: 87405 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 6 This permit is for the construction of: 2 Disposal Field 0 Septic Tank ❑ Holding Tank 0 Privy 0 Private Well 0 Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72)and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: In lieu of a sieve analysis to confirm insitu is not GP or GW, On-site shall be present at drainfield bottom of hole inspection to confirm insitu is consistent with submitted samples. Received By: f Date: g/i5 /f g Issued By: j'(,etA CiaArtir Date: 3/5/l8 69 10 MUNICIPALITY OF ANCHO - `' A ,; .' - ' to_ a- Community Development Department ' ••ne: 907-343-74r Development Services '-► 907- 3' 17 On-Site Water & Wastewater Program 11 of 6 a Mayor Dan Sullivan On-Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 041-021-81 Property owner(s) BECKY GARNETT Day phone 907-440-0791 Mailing address 9800 BASHER DRIVE*ANCHORAGE.AK Site address 9800 BASHER DRIVE`ANCHORAGE,AK Legal description (Sub'd, Block & Lot) STUCKAGAIN HEIGHTS ADD. 3; BLOCK 3, LOT 6A Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 6 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (®all that apply) Initial ❑ Single Family (SF) Absorption Field ® (w/wo ADU) Septic Tank ® Upgrade 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: ,5lG-! p Waiver Fees: Date of Payment: q 1 13l(Q Date of Payment: Receipt Number: 032%, Receipt Number: OSP/?C� Permit No. Waiver No. (Rev.01/11) �•' . Quanics GARNESS ENGINEERING GROUP, Ltd awa„ctYrr.�r. .,tSystem ' ENGINEERING SALES CONSULTING `ter Oea/er August 10th, 2018 Municipality of Anchorage Development Service Department On-Site Water&Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System Upgrade for Stuckagain Heights Add. 3; Block 3, Lot 6A To whom it may concern: The existing 3-bedroom house is served by a private well and septic system. Per conversations with the owner, she would like to construct a new "mother-in-law" apartment in the northeast corner of her lot. During the construction, she would like to install a new 6-bedroom system to serve the existing house and the proposed structure. We are proposing to install a 1530 infiltrator tank to serve the existing home, and a 1060 infiltrator tank to serve the proposed 1-2-bedroom structure. One testhole was excavated on the property and the drainfield is designed inside its 30-foot radius. Comments regarding the design are summarized as follows: 1. SOILS: See the attached soil log which shows soil classification, groundwater monitoring and soil percolation rating. The soil rate was less than 1 minute/inch; however, given the content of silt/sand (sample provided with this submittal), we are requesting your department waive the requirement for a sand filter. As can be seen on the attached soil log, from 3-5 feet there were pockets of an SW or GP soil. We ask that a special provision be granted with the permit that bottom of excavation be inspected by the MOA onsite department. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed drainfield. 4. TOPOGRAPHY: There are slopes greater than 45% to the southwest of the proposed drainfield. However, it is greater than 50 feet from the proposed drainfield. We are unaware of :ny adverse impacts this installation would have on adjacent wells or septic systems. If you have any qu:4.tions, please contact us at 337-6179. Thank you for your assistance. Ai=rely, I eff - •.� rness, • E., M.S. Pre-••: 3701 East Tudor Road,Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com / N / \ / \ \ l /per ApRD I '11$'4 <<-14,41 r , 1 I \ / \ / \ / \ / STUCKAGAIN HEIGHTS \ / BLOCK 3,LOT 7 \ STUCKAGAIN MANOR \ / - BLOCK 2,LOT 4 N /, STUCKAGAIN MANOR ' / BLOCK 2,LOT 5 / Q / ' L ,\ //ice ���\ / CO I \\/ \\ I gc --STUCZI ADAM (EIGHTS ' BLOCK1,T1 1 <,y, l'• \ i * 1 /I I oo, ROx'Mg7' \ \ ` �O/Us 1 \/ // %// t I / \ / ' STUCKAGAIN HEIGHTS _ / rlirV,. BLOCK 1,LOT 2 STUCKAGAIN MANOR / /, i7411 . �1 `, / BLOCK 2,LOT 6 I \\ / �//iii/, x,� I ` / /— —T\\ . ,{ s / 1 I / \ \ \ �K 00. 1 wFcc r'ygT \ / L'T 1 I— STUCKAGAIN HEIGHTS \ / ADD 3.BLOCK 3,LOT 5AN \ / STUCKAGAIN HEIGHTS N / BLOCK2,LOT9 S ALE: 1"=100' 44,101% II lb T GARNESS ENGINEERING GROUP, Ltd 9 '' •� �; • 3701 E.TUDOR ROAD.SUITE 101•ANCHORAGE,AK 99507'PHONE(907)337-6179'FAX(907)338-3246•WEBSITE.www.gamessengineenng.com ••• . PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 1�% = ess . ,./BECKY GARNETT 907-440-0791 1 OF 2 ♦� C• • , PROJECT/LEGAL DESCRIPTION: DRAWN BY: STUCKAGAIN HEIGHTS ADD. 3; BLOCK 3, LOT 6A D.J.G. V.A >, .... ........ \., �, TYPE OF WORK: DATE: LICENSE•,4IIt„S``a4 • SEPTIC SYSTEM DESIGN UPGRADE 8/9/2018 #AECC884 DESIGN CRITERIA: GEG.Ltd.HAS A 8 PAGE SPECIFICATION NOTE:THE CONTRACTOR SHALL HAVE ALL WELLRADII SHOWN FLAGGED BY A REGISTERED LAND NUMBER OF BEDROOMS:6 LETTER THAT PERTAINS TO THIS DESIGN.TO SURVEYOR PRIOR TO CONSTRUCTION GALLONS PER DAY(GPD):900 GPD OBTAIN A COPY OF THE LETTER CONTACT PERCOLATION RATES:<1 MIN/INCH GEG.BY PROCEEDING FORWARD WITH THIS INSTALLATION.THE ENGINEER.WELL DRILLER, PROPOSED APPLICATION RATE:1.2 GPDBEDROOM CONTRACTOR AND PROPERTY OWNER AGREE RESERVE SITE DESIGN CRITERIA: MINIMUM DRAINFIELD SQ.FT.:750 FT' THAT THEY HAVE READ THESE NUMBER OF BEDROOMS:2 DRAINFIELD DESIGN: SPECIFICATIONS AND AGREE TO ACCEPT THE GALLONS PER DAY(GPD):300 GPD TERMS AND CONDITIONS OUTLINED. PERCOLATION RATE/S:<1 MIN/INCH MAXIMUM DEPTH:13 FEET PROPOSED APPLICATION RATE:•6 GPDBEDROOM WIDTH:2.5 FEET MINIMUM DRAINFIELD SQ.FT.:50 FT' LENGTH:60 FEET 'CAT III ADVANCED TREATMENT EFFECTIVE:9.5 FEET RESERVE DRAINFIELD DESIGN: ACTUAL SQ.FT.:1140 FT' MAXIMUM DEPTH:13 FEET WIDTH:2.5 FEET LENGTH:10 FEET EFFECTIVE:7 FEET ACTUAL SOFT.:140 FT' APPROXIMATE LOCATION OF APPROXIMATE LOCATION OF PROPOSED SLOPES GREATER THAN 45% / ADU(1-2 BEDROOMS)PER / RESERVE SITE 150/0 CONVERSATION AND SKETCH BY OWNER % / PROPOSED PARKING/DRIVEWAY / / / MT/01 AREA / 1/ 50'+ .�; / .,�• I • • .' 10-15% '.. -•:-. • / >: • I PROPOSED DRAINFIELD / // ST . � / / ! / // DBLS&ST4 INSTALL FCO FOR ADU / / / / / CO•MT2 APPROXIMATE / / LOCATION OF T.H.#1 / / PROPOSED 1060 INFILTRATOR SEPTIC TANK / EXISTING SEPTIC TANK TO BE rpt I / / DECOMMISSIONED PER UPC / / // PROPOSED 1530 INFILTRATOR SEPTIC TANK DBL3&Vti, / / = ST2 / \ 1 / / / o EXISTING DRAINFIELD TO REMAIN IN PLACE FOR / p:L�&2 FUTURE USE FROM EXISTING HOUSE;INSTALL / 'IIII` \' ' CLEANOUT AND MT AT WEST END OF DRAINFIELD / %. //, \ / . # I / GARAGE \ \ 6 :..: EXISTING •' ?:• HOME114:1::II?ewh..A IN\ a.. a'-•' SCALE: / '•'--:• `' / 14 1.�=40' /' 1:.:....1; • . .�`. .,.. / Q • 4 t . GARNESS ENGINEERING GROUP, Ltd .9- 1"i ._ 1 0 3701 E.TUDOR ROAD,SUITE 101'ANCHORAGE,AK 99507'PHONE(907)337-6179•FAX(907)3383246 WEBSITE.www.gamessengneering.com ;•• t • 1'Z�► • 'PREPARED FOR: PHONE NUMBER: PAGE NUMBER: = /- A. G8rf1=SS :gm BECKY GARNETT 907-440-0791 2 OF 2 Y�J,-:r r C • 3�3 ' PROJECT/LEGAL DESCRIPTION: DRAWN BY: ...<4**** $/I I ! STUCKAGAIN HEIGHTS ADD 3; BLOCK 3, LOT 6A D.J.G. c, O'p•�•�i•(',J,�lJJJ_• ••••",'. ... .� TYPE OF WORK: DATE: LICENSE ,0.1 ESS`er`�•• SEPTIC SYSTEM DESIGN UPGRADE 8/14/2018 #AECC884 ����� GARNESS ENGINEERING GROUP, Ltd *i .4 ,; -* -Ammo,- ENGINEERING SALES CONSULTING 0 I° 3701 E.TUDOR ROAD,SUITE 101'ANCHORAGE.AK 99507•PHO1:f:1907,3376179'FM(907)338-3245'WEBSITE.Hvn ga.^r,x,^g-,'•.n3 co, • • • • , SOIL LOG - PERCOLATION TEST �• ff =. 6a�ness ♦ C1-79163 .• 2. LEGAL DESCRIPTION: STUCKAGAIN HEIGHTS ADD 3.BLOCK 3,LOT 6A vI,e`*'•., 16c J ':>,:••42. PERFORMED FOR: BECKY GARNETT DATE: 7/27/2018 �.��%)FESS��I.4- DEPTH .' ' #AECC8B4 Ir�%%���� (feet). .:::::::::- ORGANICS + • TEST HOLE #1 1 • • • • SOIL CLASSIFICATIONS SITE PLAN • 2 • , • F1 !d . GW = ORG 3 • • NEN GP ML • • ManGM 'i 4, CL 4 ' • %7/% GC i I OL �P� • • °°o°oo: SW MH Q• ■ SP ji/ CH 4<' 5 • iiXIItCI SM / / / OH ��Q 6 — • ' t! SC G 7 • I GM WITH POCKETS DEPTH TO DATL • • OF GP/SW FROM GROUNDWATE R �<<, N • 3-5 FEET 8 • • _ DRY 7/27/2018 • • DRY 8/3/2018 SCALE: 9 • • • 10 — I • • UA I L READING CLOCK NET TIME WATER LEVEL NET DROP 11 • • TIME (MINUTES) READING (INCHES) • I 7/27/2018 ABSORBED 6 INCHES OF WATER IN APPROXIMATELY 2 MINUTES 4 TIMES 12 — • I I • 13 — is • • • 14 — I • • • 15 • • • • 16 — • I I • 17 • • 18 • • I • 19 • • PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) B.011. TEST RUN BETWEEN 5.5 FT. AND 6.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES U NO SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY: DAVID GARNESS COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFM IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: `'g/ 6) a I 1 r I r 1 Lot 7 I 1 I 1 ! I 1 rr N7�7528"w 37 I ' 6•0 z r r t Ir � 1 o r 3 r : �r !n � r nr m 1 Lor o Lot 6A r r 87,405 sf. ;�, 1 � o r 2.007 ac �0 1:::::. r � r � r � 1 � IFence 30, S ® 5ept .... .Gravel.,........... 20.01 S81 *29'47"E 5.28' �V 3.8' 06Of N °`a� S08"30'1YW 32.61' , 3r' v°pi 16.2' 26.2' 1'...'.'. o`�?j3 7s 4 O O1 f 8 S81'29'47"E 10.05' �X13tf71 N 9 House ,ri -' "'- `i'�s 62.1' 4. i Pavement Ld o� well Lot 5A a ^20 -/,j . Grave f c� (o Qo�oopp z o` ,. OF ALS!�oZ rV k W �a,`� ............,qsQ� ,. � Coir. 49 D TH 4 ,� p - 39• a m Thomas H. Dreyer..' o P / 4Q�Nr LS -7625 p / ��� eap ' ..... •'oma ��� �44 Ofessionax p / Legal Description: Asbuilt Lot 6A, Block 3 Legend: • • Stuckagain Heights Add. 3 overhang Survey Certification: I hereby certify that a Mortgagee's Wood Deck 0 g- _ so _ Inspection was performed on the described property. Notes: It is the owner's responsibility to determine the existence of any easements, covenants, or restriction which are not on the recorded subdivision plat. This asbuilt shall not be used for construction or for establishing property lines. �'• Checked by: THD Drawn by. CB Scale 1" = 50' Grid SW2043 „ .Y-11. . �� Job 2015-60 Field Book: 122 plat 2015-137 Date: 5/17/2017 Municipality of Anchorage Page i of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: -~ ~ ~) 6' OE),,¢~' PID Number: O fi'/~ ~ / I 7 ~ ~ ~ L~I~ ~1~ Wastewater System: ~ New ~ Upgrade Address: ?~oo ~<~ ~¢./ A~c~. ~ ¢e~o7 ABSORPTION FIELD Phone: LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: J' ~ GPD/Sq. Ft. Subdiv~ion: Depth to pipe bottom ~rom orfgiaal grade: Gravel depth b~a~ pipe Township: J Range: J Section: Pill added above original grade: J Gravel length: I I Number of Fines: J 0istance ~ween ~ines: WELL: E~r Q New ~ Upgrade Gravel width: ~' ~ Ft. J Ft. Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: Ft. Ft. ~ 7 7 SQ. Ft. Driller: Oate Drilled: StaticWater Level: installer: Date installed: Yield:GPM J Pump Set at: Ft. J Casing Height Above Ground:Ft. TANK SEPARATION DISTANCES ~Septic U Holding U S.T.E.P. Surface Foundation ~ ~ ' ~¢ * ~ ~ -- "Pump on" level at: "Pump off" level at: Nigh water alarm at: Cu~ain Pump Make & Model J Electrical Inspections performed by: I Remarks: ~a~p. ~c~. ~ ~ ~eF~k u~a~n ~w~n~ ~ ~ ~ ' ~ ~ ~ ~O .~.~/ ~¢ ~ J~ Location and Description: ~ Iv~ ~ ~ppr~pr)~ ~ ~/~0~ ~ J Assumed Elevation' ~oJJ ~. ~, ~ do~J~ (,O, ~o~ o~ ~ ENGINEERSSEAL Department of Health and Human Services approval Reviewed and approved by:/' 7~ Date: ~% ~- ¢~ 72-013 (Rev. 9/91) MOA 25 'PERMIT NO: SW960056 PID NO: 04102117 SWING TIES FROM: COR."A" COR."B" TO: S.T.C.C. "C" 27' 27 S.T.C.C. "D" 33' 33' DBL. C.O, "E" 38' 39' TR. M.T. "G" 54' 48' TR. C.C. "H" 70' 58' DOUBLE C.C. -- NEW 1000 GAL. SEPTIC TANK PAGE 2 OF 2 NEW 41' LONG SOIL ABS. TRENCH WITH 4.6' SEWER GVL. BELOW PIPE WELL .... ' ;' ' "~,~.'~ '~;*:/...~: PLAN VIEW ~,~'~CALE: 1"= 30'- 0" CE - o0o9 / / / / / / -- FINAL GRADE ELEV. 80.5' 1000 GAL. SEPTIC BOTTOM T.H. #1 ELEV. 59.9' ( DRY 4/23/96) 81,3' PROFILE VIEW NOT TO SCALE INSULATION BOTTOM EXCAVATION ELEV. 73.4' LOT 6, BLOCK 3, STUCKAGAIN HTS SEPTIC SYSTEM UPGRADE AS-BUILT INSPECTION REPORT FLATTOP TECHNICAL SERVICES 14530 ECHO STREET ANCHORAGE, ALASKA 99516 SCALE: AS-SHOWN DRAWN BY TFM ARRIL, 1996 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6~50 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PAGE 1 OF 1 PERMIT NUMBER:SW960056 DESIGN ENGINEER:FLATTOP TECHNICAL SERVICES OWNER MAME:KROLOFF MARK W & OWNER ADDRESS:9800 BASHER DRIVE ANCHORAGE, ALASKA 99507 DATE ISSUED: 4/22/96 EXPIRATION DATE: 4/22/97 PARCEL ID:04102117 LEGAL DESCRIPTION: STUCKAGAIN HEIGHTS ELK 3 LT 6 LOT SIZE: 87120 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD SYSTEM 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 (iSAAC80) . 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: BY: ' ~ RECEIVED ~/~'6f~' ~-- ~ DATE: DATE: -22- C~ & EN~ON~NT~ ENG~EER~G · ENERGY CONSERVA~ON & ~YS~ T~ODO~ F. MOORE, P.E. 14530 ECHO ST. PH: (907) 345-~3~5 April 5, 1996 ~CHORAGE, ~KA 995~6 M.O.A. DHHS P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: The purpose of this letter is to provide the requh'ed design narrative in support of our application for a per,nit to upgrade the wastewater disposal facilities on Lot 6, Block 3, Stuckagain Heights S/D, located at 9800 Basher Drive. The existing trench/seepage pit is operating in a surcharged condition. A soils log, perc test results, site plan, design drawings and specifications are enclosed for your review. The proposed system will be constructed in the vicinity of test hole # 1. As can be seen from the soil log and supporting sieve analysis, the native material between 4.5' and 18 feet is a coarse gravelly sand with a measured perc rate of less than one minute per inch. Despite the high measured perc rate, the sand content of this sn'atum means that a separate sand filter should not be required. The overlying material between 1.5' and 4.5 feet is a densely packed coarse gravel, also with a measured perc rate of less than one minute per inch. The proposed plan is to construct a soil absorption trench with the bottom of the excavation at 8 feet below original ground level. Using the soil application rate of 1.2 gpd/sq, ft. specified in the wastewater ordinance for soils with a perc rate of less than 5 minutes per inch, this 3 bedroom residence requires a total absorption area of 3(150)/1.2 = 375 square feet. The proposed 42 foot long trench design with 4.5 feet of sewer gravel has a total absorption area of 378 square feet. The topography of the lot in the area of the proposed construction slopes down towards the north at 20%, with leveler ground further to the north. The proposed project will have no significant impact on present or future water supply and wastewater disposal systems serving adjacent properties, nor will it have any significant impact on reserved space- sm'face and subsurface, or on drainage. Please give me a call at 345-1355 if you have any questions on this submittal. ~n O ~ 1996 RECEIVED Sincerely, Ted Moore, P.E. LOT 7 (VACANT) LOT 6 BLOCK 3 LOT 5 BLOCK 3 (VACANT) EXISTING SEEPAGE PIT (REPAIR TOP) 0% 15% EXISTING SOIL ABS. · '~%,· HOLE #1 TRENCH INSTALL , C.O.~ "BULL RUN" DIV. VALVE CONSTRUCT 42' LONG INSTALL DBL. C.C. WITH 4.5' GVL BELOW PIPE SEPTIC TANK / 20% (RETAIN IF OK) .' WELL~ / / / '7, / ', ',, ,, / / / / ! L6, BLK. 3, STUCKAGAIN HTS. WELL AND SEPTIC SYSTEM SITE PLAN FLATTOP TECHNICAL SERVICES 1 INCH = 50 FEET 14530 ECHO STREET DRAWN BY TFM ANCHORAGE, ALASKA 99516 APRIL. 1996 NOTE: THIS IS NOT A SURVEYED PLAT. ALL LOCATIONS SHOWN ARE APPROXIMATE. CE~3589 INSTALL ~ "A" "BU LL RUN" V ~ / CONSTRUCT 42 LONG SOIL ABSORPTION TRENCH WITH ~,~T~, nm ~ ~ LEVEL BOTTOM @ 8' BGL AND 4.5' GVL BELOW DIST. PIPE ~INSTALL DBL C'O' ~. EXISTING 1000 GALLON ~ FIBERGLASS SEPTIC TANK ~ (RETAIN IF STILL SOUND) (REPLACE, IF UNSOUND) PLAN VIEW SCALE: 1" = 10' 0" -MONITORTUBE CLEANOUT MOUND COVER MATERIAL6" FABRIC F-810 PERF. PIPE 1/2" SEWER GRAVEL --BOTTOM OF EXCAVATION SECTION "A - A" SCALE: 1' = 5' - 0" L6, BLK. 3, STUCKAGAIN HEIGHTS S/D SEPTIC SYSTEM UPGRADE PLAN AND CROSS-SECTION FLATTOP TECHNICAL SERVICES 14530 ECHO STREET ANCHORAGE, AK, 99516 SCALE: AS SHOWN DRAWN BY: TFM DATE: APRIL 1996 Flattop Techn~al Serv~es 14530 Echo Street, Anchorage, AK99516 Phone (907) 345-1355 Lot 6, Block 3, Stuckagain Heights S/D 9800 Basher Drive Wastewater disposal system installation Specifications 1.0 General: 1.1 The scope of the project consists of construction of a 42 foot long soil absorption trench with 4.5 feet of sewer gravel beneath the horizontal distribution pipe. 1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor deviations from these drawings may be allowed or required by the engineer conducting the inspections. All construction procedures and material specifications shall confom~ with Municipal and State requirements. All separation distances shall be in conformance with Municipal requirements, unless specifically waived. 1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around anY buried utilities. 1.4 The contractor shall provide adequate cover material and rough grading over all system components to ensure that proper drainage is achieved after settlement and that them are no residual depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas. 1.5 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading after the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by the construction. 2.0 Septic Tank: 2.1 The existing 1000 gallon fiberglass septic tank may be retained in service, only if it's structural integrity has been verified by the inspecting engineer. If the tmfl~ is no longer structurally sound, it must be properly abm~doned by thoroughly pumping, removing the top and backfilling with soil. 2.2 If the existing tank is found to be no longer sound, it shall be replaced with a new 1000 gallon Municipally approved septic tank which is to be set level on undisturbed soil. Each compartment shall be equipped with a watertight manhole cover and a 4" cleanout. If the tank is buried less than 4 feet, it shall be insulated with 2 inches of approved burial type, rigid insulation. 2.3 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The waste line between the tank and the soil absorption system shall have a minimum slope of 1/8" per foot. A double cleanout shall be installed within 5 feet downstream of the septic tank, and a "Bull Run" diverter valve installed to allow future mconnection to the original soil absorption system, if desired. The cover over the existing seepage pit shall be inspected and repaired, if necessm3~, and the ground surface in that area backfilled and graded to drain away from the seepage pit. 3.0 Soil absorption system: 3.1 The soil absorption system shall be constructed by excavating a 42 foot long trench in the approximate area designated on the site plan to a depth of 8 feet below original ground level. 3.2 The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked to allow proper infiltration. 3.3 A total of 5.0 feet of approved sewer gravel shall be placed in the bottom of the excavation with the perforated distribution pipes laid level such that the pipe inverts are no less than 4.5 feet above the bottom of the sewer gravel. Sewer gravel shall be 0.5" - 2.5" screened gravel, with less than 3% passing the #200 sieve. 3.4 Monitor tubes and cleanout pipes shall be of 4" diameter and installed in the locations shown on the design drawings. The portion of the monitor tube extending through the sewer gravel shall be perforated. 3.5 Approved f'flter fabric shall be placed over the enth'e top sm'face of the sewer gravel. A minimum of 2 feet of soil cover is to be placed over the filter fabric. If the soil cover thickness is less than 3 feet, two inches of rigid, burial type insulation is to be placed over the entire top surface of the gravel, in addition to the filter fabric. 3.6 The top surface of the cover material shall be raised a minimum of 6 inches higher than the surrounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. Fill slopes shall be no steeper than 3:1. ' 3.7 Unless specifically agreed other,vise the homeowner shall be responsible for arranging to have the site finish graded after the backfill material has stabilized, and for placement of adequate topsoil and seed to prom, ore rapid revegetation of all areas disturbed by the construction. 4.0 Inspections: 4.1 A minimum of 4 engineering inspections will be required during the course of the project: (1) initial stakeout with the contractor to establish the location of the system and to discuss the plans, specifications and construction procedures, (2) after the native material has been excavated to expose the infiltrative surface to ensure that it is level and at the fight elevation, and conforms with the soil test information, (3) after the sewer gravel is in place and the distribution pipes have been laid and connected up to the septic tank, but prior to placement of insulation or filter fabric, and (4) after rough backfill and grading is complete. The septic tank (if a new one is needed) requires one inspection after it is set level and the piping connected, but prior to backfill. This inspection may be incorporated with any of the above inspections. 4.2 The installer shall coordinate the timing of the inspections ~ith the engineer sufficiently far in advance to ensure the availability of the engineer. TEST HOLE# LEGAL DESCRIPTION: DATE PERFORMED: PERFORMED FOR: FLA'I-rOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 SOILS LOG -- PERCOLATION TEST Lot 6, Block 3, Stuckagain Halghts S/D March 28, 1996 Mark Kroloff mid Leslie McDaniel DEPTH ~-;...~..~;.. - 2[;::::..':".;::[';: 2::.::[';:::;:::;: ,.':::.::::.::::.::'..'.:: - /:::;:::.::::.::::.:: .::::..':::..':::.::::..': - ;:.....::::;:...;::::.:: ::::.::::.::::.::::.:: 2::.::[;::::.::::;: - ::::.::::.::.....::::...: ::::2":.::::.::::.:: - ::::...:::...:::...:::...:: ::::.::::.:..:.::::.'.:' '..::..':::.::::..'::.... ':::.::::..':::..':'.:.: ':::..".::.::::..':W - ...::.::::.:::...::::.., ".".;::::;:::;:[7' ':::..':::.::::..':?.: - ~::.::::..':::.::::; ':::.::::;:'..: ::::/ ':::.::::.::'.....':::.: - ':::;:::;::.;::[7' 5'.::".'.::::..':":.: ?:..':::.::::..':'....: _ !::..':::.::::.::::.: ?:.::'..'.::::.::::.: ~::;:".;::::;:::2 - 5'.::":.::::..':::.: !::.:::.'.::'....::::.:, !'.....':::..':::.::::.:: ?/:::..':'.:.::'....:: ~::i:::..':::;:::.:: (feet) 18 19- 2O SLOPE Pt. GP/GM Reddish gravelly loam .... i..~.i209,d ..... GP Brown coarse gravel '"~'....i..... Many rounded cobbles ..... ""i~ 30~ Dansely pecked SP/GP Black/brown gravelly sand ....................... Loose, dry Clumps of silty gravel below 8' ---.- :~...-: ........... intermixed with clean SP/GP Depth to Groundwater Date No Groundwater 3/28/96 Monitor tube dry 4/4/96 SITE PLAN SEPTIC TANK go%i i . i ':: ..... ML Gravelly silt Dense B.H. Clock Net Time Percomoter Net Drop Date Reading Time (minutes) Reading (inches) 3/28 4 ~allon l~resoak 12:20:00 20 Water all gone 12:20:18 Dry Add 5 gal. water 12:34:15 21 3/4 Water all gone 12:34:50 Dry PERCOLATION RATE << I (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN 5.0 FT AND 5.5 FT less than 5 minutes each. Recommend that b'ench design be based on 1.2 gpd/sq, ft. Sieve analysis of soil from perc test hole (~ 5' showed sand PERFORMED BY FLATTOPTEOHNIOALSERVICES. I ~-~.~_ ~ CERTIFYTHATTHISTESTWASPERFORMEDIN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: /-//~/.~/?~" ANCHORAGE AREA BOR Department of Environmental Ouality "~,~ 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION SEPTIC TANK: DISTANCE ~-C~ FROM WELL INSIDE LENGTH MANUFACTURER MATERIAL COMPARTMENTS '~, INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY_/~.~'-~/-')GALLON$. TILE DRAIN FIELD: DISTANCE FROM WELL;/'~)(-~ j / TOTAL LENGTH / FOUNDATION /0 '~f~- NEAREST LOT LINE 70 /._/_~OF LINES ',-~3 NUMBER OF LINES / DISTANCE BETWEEN LINES /~//¢/"~ TRENCH WIDTH'"-~¢:~ IN. TOTAL EFFECTIVE ABSORPTION AREA3~O~r'~'¢/(~!/''/- SQ. FT. LENGTH OF EACH LINE g,~t ~ ~,~ ,~/~///~,~,~ //,~-'~ ~/4/~''~ g~'"'~¢ / DEPTH OF FILTER DEPTH: TOP OF TILE TO FINISH GRADE 'g/ MATERIAL BENEATH TILE ~ / ~. ABOVE TILE '~ IN. WELL: BUILDING FOUNDATION CESSPOOL APPROVED CONSTRUCTION p.~'"q"'¢-"~"~'~ ~- DEPTH NEAREST NEAREST SEPTIC SEEPAGE LOT LINE__ SEWER LINE TANK SYSTEM OTI-IE R SOURCES DISAPPROVED REMARKS DISTANCE FROM: DISTANCES: INSTALLED BY:- ~') ~/~ SEWER LINE DEPTH: PIPE MATERIAL' LOT SLOPE: DIAGRAM OF SYSTEM Form E0-092 ,GRE/L~i~ ANCHORAGE AREA BOI:L.~,~GH SEWAGE DISPOSAL SYSTE~ ~ APPLICATION AND PER~IT INSTALLATION OF: SEPTIC TANK FINANCED THROUGH ! ~--'~ /~ /~* ~ NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. TYPE DIAGRA~ OF ~YSTEM MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK ;~ i FOUNDATION TO SEEPAGE PIT "~ [ SEPTIC TANK TO SEEPAGE Pit WALL ~-~ ~ (. SEPTIC TANK ~ SEEPAGE PIT TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD DRA[H FIELD DRAIN FIELD · SEEPAGE PIT . ALSO CONS[DER AREA WELLS. CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 2~.613 AND THAT THE ABOVE A // ? ,' FORM NO. E~21-01 6 ,~.., GREATER ANCIIOkA(iE Al(UA UOROUG~-'~ ib ~ Anchorage, Alaska 99503 .l~" 3330 "C" Street SOII,S,I,O(I - PEROI,ATION 'CI~S'[' ~ ~ ~--//-- '~ Date Performed Pe rfo rmed f~ ~._._ ~.t.~-~.[[~ -- ~ ~0~d- O~ 2~~ "Z~~ Legal Descmp~2on:_ ~0~ ~Z~.~ ~-,~_[~~ ..... This form reports: Soils ,169 ~. Percor~lun ~ , Del) th Feet 9- 10- 11 ,' la- 13- Was ground water encountered? Reading If yes, at what depth? . Date , Gross Time N__~ Nc_t Time '-'_ Depth to ~ater Net ~rop P~'F~Ta ~'i'on' ~ ' rate minute. Drain Field i n s t a i 1 a ~-l~-n-:- ~9e Pit ___~ ....... . COMMENTS: TM SUNSET P.~.ASTICS, INC. 1036 E 7th AVENUE ANCHORAGE. ALASKA 99501 PH, (907) 279-5314 ~', ~. 6.~ ~ r .................... No 1951 QUANTITY UNIT PRICE TOTAL ORIGINAL '1 ANCHORAGE, ALASKA 99501 PHONE 277.5113 3100 MT. VIE~' DRIVE 178645 PHONE 277-5113 CU,STOMER'S ORDER t~O. ANCHORA"- ~.LASKA 99501 PLUMBING & ~ HEATING (,~ 31~.MT./IEW D;~VE · NAME 179836 ~t~h~n ~ir%y (~0) ~a~ aft~itli~ is comple~e~. Distance to water while pumping ......................................................... at rate ~f/~/~of ........................................ gallons per hour. I I Driller 8521 GOLDEN ANCHORAGE, ALASKA 99502 PHONE 344-065! MUNICIPALITY OF ANCHORAOE DEPT. OF HEALTH & ENVIRONMENTAL iPROTECTION NOV 1 2 1976 RECEIVED '4, 4 T~ACY D TRACT 12.02 ~ John M. Lambe, P.E. 4303 North Star Street Anchorage, Alaska, 99503 907-279-8056 NEW PHONE NUMBER 276-4113 SOIL ABSORPTION SYSTEM TEST PERFOI~MED FOR: TELEPHONE: ~'%-~/_5--/ DATE OF TESTS:~- LEGAL DESCRIPTION: ~ [~:~' k~ ~o~<~,~ NO. OF BEDROOMS:, ~ RECORDS ON FILE: ~'~-~ DRAINFIELD___W/ OTHER TEST PER~Y)RMED IN ACCORDANCE WITH JML STANDARD PROCEDURE ACCEPTED BY MUNICIPALITY OF ANCHORAGE, DEPT. OF ENVIRONMENTAL QUALITY ON~/?~ WITH THE FOLLOWING MODIFICATIONS:' SURGE CAPACITY: SOIL ABSOPa°TION SYSTEM SEPTIC TANK PLUS SAS ABSORPTION RATE AVERAGE 24 hrs OBSERVATIONS: RISE NOTES: ,. SUPERVISED BY:._/,~/.~ ~'--~ TEST DATA ATTACHED ~"-~--~w/S /? ~ .]ML John M. Lambe, P.E. 4303 North Si:ar Street Anchorage, Alaska, 99503 907-279-8058 EXISTING DRAIN FIELD TEST ~ PERCOLATION ADEQUACY DATE~ P~D BY: ~ ~g~ LEGAL D~CRIPTION: ~ ~ ~ ~ ~/,~/~ ~/m~ DEPTH BELOW METER READING GALLONS PUMPED T]~ME t' I'~ I f '-/~" ~ '- 2~/' ~ ~o ,, ~o //: 24 John M. Lamb~, P.E. 4303 Nor~ Star Street Anchorage, AlaCka, 99503 907-279-8056 EXISTING DRAIN FIELD TEST ~- PERCOLATION ADEQUACY REFERENCE: DATE ~1,~x 7~¢ ~z~m~-o ~y:__~~ ~ __ LEGAL D~CRIPTION :~/~ DEPTH BELOW METER READING GALLONS PUMPED '1 TIME REFERENCE ( GALLONS ) ~ ~ MPT ~ ~ ~'v~" / '- Cf" ' :'-/:" ~'- 2" , - - // 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 Parcel I.D. # ~'~LA \ -~::'~\ - /'-~ HAA # ~-\¢~4\Lo(~ \ ,~ GENERAL INFORMATION Complete legal description Location (siteaddressordirections) ¢~ ~ o 0 ~ ~.~ ~r P riv e Property owner Mailing address Lending agency Mailing address Agent ?a~l ~l<,e,,~ ~-or;~n8 Address ~' '~" Z't..~ V ' Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: Day phone Day phone Day phone 9 ~ TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site NOTE: 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. 72-825 (Rev, 1/91) Front MOA#2! 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 supp!y 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 ~Nith all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm ~-/a~-/o? 7"ec~, r~;~/ _¢e,'%,;c~' Phone ~'~ -/35'$' Address 1~/3'30 ~c,4o .~/, ~c ~o,'-~?~ ,4-~: Engineer's signature ~-"~ ~' ~ Date DHHS SIGNATURE Approved for -~ Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Additional Comments Date ~---~ - 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. 72-025 (Rev, 1/91) Bacl( MOA 621 Municipality of Anchorage ,~, DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Se~ices Division ~ 825"L" Street, Room 502 · Anchorage, Alaska 99501e (907) ~ Health Authority Approval Checklist LegalDescription: ~,~'P~ ~l/v,, ~ ..('~./rc~k/~,,~ A. WELL DATA Well type ?rlv~/'¢ Log present fi/N) Total depth ~ Sanitary seal fi/N) IfA, B, or C, attach ADEC letter. ADEC water system number Date completed Cased to I ~,ff'. ~- ' Casing height (above ground) FROM WELL LOG Date of test Static water level Well production WATER SAMPLE RESULTS: Wires properly protected (Y/N) AT INSPECTION 3'1 /?/' I2st g.p.m, q. 6" 'f g.p.m. Coliform 0 col Itt OO rr~ -~ Nitrate Date of sample: q/q B. SEPTIC/HOLDING TANKDATA Dateinstalled t'l / 2 Y / q ff Tunk size { OOtY ~ NumberofCompartments Foundation cleanout (Y/N) ¥ Depression (Y/N) N High water alarm (Y/N) N. h-. Date of Pmnping N. A, Pumper C. ABSORPTION FIELD DATA Dateinstalled q / Z ¥ / ~ ff Length q ! ' Width Effective absorption area 3 7 '7 r'd ~ Monitoring Tube present(Y/N) Date of adequacy test M.A. ~n¢co) Results(Pass/Fall) ~.O"g m, ff [d~ Other bacteria None Collected by: ~::{ctt'~c,~ 7~e~J~t~'~ce~l' Soil rating (g.p.d./fi2 or fi2poarm)/,~_~ System type 'Fr'et~ c/t Gravel thickness below pipe q~ ~'' Total depth 7, d> ' Fluid depth in absorption field before test (in.); Fluid depth (ins.) Minutes later: Peroxide treatment (past 12 months) fi/N) Depression over field (y/N) Pq For ~ bedrooms Immediately after gal. water added (in.): Absorption rate = '~ ¥,CO Il.p.d. If yes, give date ~ D. LIFT STATION /Vt:,,n ~ Date installed Manhole/Access (Y/Iq) High water alarm level at* Cycles tested E. SEPARATION DISTANCES Size in gallons "Pump on" level at* *Datum SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot I I ~ ' Absorption field on lot t Public sewer main N'. ,4. Sewer/septic service line ; On adjacent lnts y, t 6'0 ' ; On adjacent lots ;> / oO ' Public sewer manhole/cleunout Lift station t~. A, __ "Pump off?' level at* SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 7_ Z ' Property line I O O ' Absorption field Water main/service line '5> lO~ Suffacewater/drainage '>loo~ Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Building foundation Surface water _ Curtain drain lOt ~ I00s Property Line t~ ~3 ' Water main/service line Driveway, parking/vehicle storage area 9 ~9 Wells on adjacent lots ~ / Oo '__ ~7 ,' ,; '~,: ;. ';:: ,.'~ I certify that I have determined thru field inspections and review of Municipal record~:thqt'ihe above si/state's in conformance with MOA HAA £uidelines in effect on this date :'i 5~o'~ ,~?,~':';-; :" ~,%. ~.! Signat~e d~~ '~. '~ ~~ Engineer's Name ~ eo ~o ~ ~. ~ ~o re ~E.ngh~ee~ng Seal Here~ , . Date ~rll ~ tgqff ~,",c--,, . ~.,~ ........ ~ Rev. 8/95 OSS: haa.wk.doc Waiver Fee $ Date of Payment Receipt Number MUNICIF~ALITY OF ANCHORAGE Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 Parcel I.D. # CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY' DWELLING 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) Property owner Mailing Address (c) Lending Institution Mailing Address Telephone: (home) ~.'~-~15-~ Business Telephone (d) Real Estate Company and Agent Address Telephone (e) Mail the HAA to the following address: (or check here [~if hold for pick up.) List contact person and day phone number below: 2. TYPE OF RESIDENCE Single-Family I;~ Number of bedrooms 3. WATER SUPPLY Individual Well ~ Community [] Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. 4. SEWAGE DISPOSAL On-site~' 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 5, ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto end 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 com. pliance with all Municipal and State codes, ordinances, and regolations in effect on the date of this inspection. Name of Firm ~ 0 ~ ~--~ l~t,J ~' t-~-'¢.-~ Telephone ~ ~'--~-- ~ ~ ~ Address ~~ ~y~ ~ Date ~ ,- Z ~ '- ~0 Engineer's Seal 6. DHHS APPROVAL Approved for ~ ApproVed ~ bedrooms by ~/~/~.~~~ _ Disapproved Conditional Terms of Conditional Approval The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval cerificated 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. 72-025 (Rev. 7/88)asck Page 2 of 2 ,.,~0' MUNICIPALITY OF ANCHORAGE (MOA) ~'i~,~ Health Authority Approval (HAA) /~, ,~.,,~.~-'~..~k~j.,~.~ CHECKLIST ' FEBRUARY 1984 .~ ' ~ ~ 343-4744 ~ ~').,~ Legal Description: ~ ~l ~ ~ ~ A;WELLDATA ~gOo {SA ~ ' Well Classification ( ~ [) t d (~ If A, B, C, D.E.C. Approved (Y/N)~ Well Log Present (Y/N) ~DateC~pleted ~--Z~'7~ Yield ~ ~[ Total Depth ~ t0 Cased to -- ' Depth of Grouting Static Water Level /]~ / Pump Set At Casing Height Above Ground ~ / Sanitary Seal on Casing (Y/N) ~ ~5 Electrical Wiring in Conduit (Y/N) Y~ Depression Around Wellhead (Y/N) ~ O SEPARATION DISTANCES FROM WELL: To Septic/Holding Tank on Lot ~ I ~' To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line To Nearest Sewer Service Line on Lot Water Sample Collected by 'l~/,J t ~ ~ .A_ Water Sample Test Results /'-Yl}~/Ld Comments ; On Adjoining Lots '7 ~] 8 0 ';2 | '~o ; On Adjoining Lots '7 I bO To Nearest Public Sewer Cleanout/Manhole "" ; Date Date Installed [ ~'/? Size [/~.'~0 No. of Compartments Standpipes (Y/N) ~-~ Air-tight Caps (Y/N) ~ O Foundation Cleanout (Y/N) Pumping/Maintenance Contact on File (Y/N) /~Jo ; for Holding Tank High-Water Alarm (Y/N) '~ Temporary Holding Tank Permit (Y/N) "- SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK: To Water-Supply Well /~ [ ¥ ~ 'To Building Foundation To Property Line ~ ~ To Disposal Field .4./ To Water Main/Service Line To Stream, Pond, Lake or Major Drainage Course Comments 72-028 (Rev, 7~88) Front Page 1 of 2 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed [ chin) '7 Width of Field ~ ! I I ~) /~ Type of System Design T' r~- (5 ~d Depth of Field ~:~ ~' Gravel Bed Thickness .~. / Square Feet of Absortion Area .~ -~ /45 Statndpipes Present (Y/N) ~? ~'-.~ Depression over Field (Y/N) ~,,b.¢c~ //kJ O Date of Last Adequacy Test Results of Last Adequacy Test ,Z~ ~ ¢ ~ ~A~-~C ~--~,L T"A4v~' ~ C.--b ~.~ ~ ~,. SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water-Supply Well ~2 '~ :¢ O ¢ To Property Line '~ -~'"'~ To Building Foundation ?' 'J'J¢ To Existing/or Abandoned System on Lot ~ ; On Adjoining Lots "~ To Water Main/Service Line ? 2 ~ / To Cutback (if present) To Stream, Pond, Lake, or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area ~ t O O Comments D. LIFT STATION Date Installed Dimensions Size in Gallons Manhole/Access (Y/N) "Pump On" Level at "Pump Off" L..e~vel-at''~_ High Water Alarm Level at ~ ¢~.VSnt (Y/N) __ Tested for ~.,~ Pumping Cycles during Adequacy Test. Meets MOA Electrical Codes (Y/N~ Comments ~ *C~heck Permitted Bedroom Rating Against HAA Request** I certify that I have checked, verified, or co/~formed inspectio~/~ ~_' _ / ~ .., Date ~ ~/.¢¢O to all MOA and HAA guidelines in effect on the date of this Receipt No. Date of Payment Amount: $ / 70._ o© , Engineer's Seal i~,~. . ~ ;,,;:.f' ~; .~" Receipt 1'4o. ~, ./ ..... ... '..' Waiver Fee: $ Date of Payment 72-O26 (Rev. 7/88) Back Page 2 of 2 NORTHERN TESTING LABORATORIES, INC. 2505 FAIRBANKS STREET ANCHORAGE. ALASKA 99503 907-277-8378 · FAX 274-9645 600 UNIVERSITY PLAZA WEST, SUITE A FAIRBANKS. ALASKA 99709 907-479-3115 · FAX 479-0547 Ac'reage Systems P.O. Box 112848 Anchorage~ At tn: T~na_ra 99511-2848 Date Arrived: 03/20/90 Time Arrived: 0913 Date Ssm~pled: 03/19/90 Time Sampled: 1520 Date Completed: 03/22/'90 Source: 9800 Basher Road Sample ID#: A032090-1 A032090-1 Parameter Unit L6,B3, ADEC MCC* Stuckagain Heights Nitrate-N mE/1 1.6 I0 Francois Rodigari, Anchorage Operations Manager * MCC = Maximum Contami~t Concentration ROBERT KNIEFEL, P.E. 8441 MILES COURT ANCHORAGE, ALASKA 99504 (907) 337-.O560 HEALTH AUTHORITY RESULTS AND ANALYSIS ])ate of Testing: March 19, 1990 Legal Description: Lot: C; B]oekr S Subdivision: Stuckagain Heights Address: SS()() Basher Drive Results of Well Testing: The well produ, ced a flow rate ~f gpm for a period of at ]east four hours. The well ua;~ eqnJpp~-d with a sanitary seal and the pump power cable ~.~as enclosed bttried conduJ.%. The well casing was approxi~(ta, tc~ty 2 loot above %he ground with no sign of a ground depression. Snow covered the ground at about the %HO foot depth. Results of Water Testing: Passed. (Neports attached) Coliferm 0 colonies Nitrate-N - J.~G mS/1 Laboratory ..... Norl;horn Testing Laboratories Results of Septic System Testing: The house was occupied at the time of 'testing and a pre-seal: was not necessarY. The absorbed the test water and rettlrned to its pre test level within two hours of stopping the flow of water. Approvals: The well and septic system are approved and certified for a three bedroom home. These test resu]ts are based upon con,ii/ions present at the time of 'the -test. The testing procedures follo~e4 Municipality of Anchorage recommendations.