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KNIK HEIGHTS BLK I LT 12
0.7 Municipality of Anchorage Community Development Department Page 1 of 3 On-Site Water&Wastewater Program 4700 Elmore St. •P.O. Box 196650 Anchorage, AK 99519-6650 •http://www.muni.org/onsite•(907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP171304 PID Number: 018-232-07 ❑ New ■Upgrade Name: ABSORPTION FIELD ROBERT& PAMELA LLOYD EAST/WEST Address: - • Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound 13245 SHELBURNE ROAD `ANCHORAGE, AK 99516 ❑Other Phone: No.of Bedrooms: Soil Rating: Total Depth from original grade: 345-3992 4 0.8 .Ft 10 (MAX.) Ft. Depth to pipe invert from original grade: Gravel depth beneath pipe: LEGAL DESCRIPTION 3.0(MAX,) R 7& 7 Ft Subdivision: Block: Lot: Fill added above original wade: Gravel length: KNIK HEIGHTS I 12 SEE DWG. Ft 27 &27 Ft. Township: Range: Section: Gravel width Beds Number of Ines. Distance between lines: 2.5 Ft. SEPARATION DISTANCES Total absorption area: Number Of trenches: Dist.between trenches: tic Absorption Lift Holding PudidPrivale F111Lk Field Station Tank Sewer L nes 756+ SQ.R 2 14+ Ft. '+ '851+ 25'+ TANK ■ Septic ❑ S.T.E.P. ❑Holding ❑Other Manulaclnrer: Capacity: '+ 100'+ ANCHORAGE TANK 1250 Gal. Material:ANCHORAGE of compartments: '1'+ AI/AI V ASTEEL2 + 10'+ LIFT STATION CuAain DrainNONE KNOWN Manufacturer: . I Remarks: Gal. PER CONTRACTOR,OLD SEPTIC TANK WAS DECOMMISSIONED PER UPC. Pump on'levet at: "Pump off level at: IHigh water alarm at: `WRBOSV171123 Pump Make 8 Mode' Electrical Inspections performed by: WATER WAS ENOUNTERED APPROXIMATLEY 10 FEET BELOW GRADE DURING THE EXCAVATION OF THE NORTH END OF THE EAST TRENCH(BELIEVED TO BE MIGRATING LIQUID FROM OLD DRAINFIELD).WATER APPEARED TO DISIPATE AND. PER CONTRACTOR,A DIRT PLUG WAS INSTALLED BETWEEN THE NEW/OLD TRENCHES(APPROVED PER CONVERSATION WITH MOA ONSITE EMPLOYEE PIPE MATERIAL REBECCA CARROLL ON 10/27/2017). House to tank EXISTING/D3034 Tank to D3034 drainfield Installer A+ HOME SERVICES Drainfield D3034 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) Inspection 100.00 F, Dates: 1st 2nd Location and Descrpton 10/27/2017 10/27/2017 3rd 10/27/2017 4th - GARAGE SLAB ENGINEER4 SEAL Community Development Department Approval4.••• miviii . ...„W-.E ...a.. .,..' ...i Conditional approval: Date: :..e .j, ' •4#. i : 4r; 1. �‘ ' * 1..`. . . ... • llfi a , eyA. Game s ; ♦0 -tl' CE-79 3 s I Approved: - Date: /I f LICENS*4b ESS 44• #AECC884 r���� .. Inspection Report I-1-1240C0C cPERMIT RECORD DRAWING PARCEL ID NUMBER 418-232-07 • 1 \ A B C _ \ WELL RADII,NORTH PROPERTY \ DBLt 21.0 17.9 \ DBL2 21.6 17.5 - LINE AND WEST PROPERTY LINE \ FLAGGED BY SHANE HOLT,P.LS. \ KNIK HEIGHTS;BLOCK K,LOT 11 ...........) ST1 54.9 26.8 75.8 I PRIOR TO CONTRACTION \ IVACANTI ST2 62.7 33.6 80.3 (RETAINED BY CONTRACTOR) \ DBL3 64.6 35.4 81.7 I \ DBL4 65.6 36.4 82.4 \ FS 66.9 37.7 82.7 \ \ MT 1 77.9 45.9 84.5 1 \ CO1 76.5 46.4 84.9 I \\ KNIK HEIGHTS;BLOCK I.LOT t 1 MT2 B5.9 59.8 106.5 ® \ CO2 85.1 59.2 106.1 MT3 100.2 68.0 102.3 / \ CO3 100.8 68.6 102.8 \ g MT4 100.5 72.8 116.6 / \\\ j m C04 101.4 73.8 117.5 r / \ 31 _ \\.....\ I 7Q / I p ~ Y KNIK HEIGHTS: / I pe<�9�7 .DECK A " BLOCK K,LOT 10 / CO2 DBL3& ti \ ! SMS \'`-� ��, NEW 12TEEN �\ \ \ n 1 EXISTING a ' i 2\---.-".----- GALLON STEEL . EXISTING -..BED-ROOM-HOU-.S: FS SEPTIC TANK \ \\ \, , l 1 co / 4 \ \ \ I.,: + CO/ . . \,,,,,, .,., ,„, , 1 ` / / NEW DRAINFIELD .•/: • .. • .d • / \��1 1 1 1 \ I , ALTERNATE SITE ' 1 DRIVEWAY I . ' I 1 \� 1 \ 1 I y • , 100'WELL RADIUS 1\ 1 = \ I � / I \\ I \ 1 .41 _ . 1 \\ •\ C ! 11 I z 1` I\, / r\/ \ v, J // \ 1 13 1 f a> 1 KNIK HEIGHTS:BLOCK 1.LOT 13 \\ / iii) / I �`\ L 100'WELL RADIU�/ /N 0 \\\ / - _I-____- i \\ • ` _� ..../ ' SCALE: ' / .i \ , 1'_40 .voi1•\\ 1I .+ � OFja �s a_..1 ". ` ' 4:11 ...''''''''... , •♦4ti GARNESS ENGINEERING GROUP, Ltd * .' 4 ': • a ...Y.- `s* ;; • CIVIL&ENVIRONMENTAL ENGINEERS ,� • 3701 E.TUDOR ROAD.SUITE 101'ANCHORAGE.AK 99507'PHONE 1907)337-6179'FAX 1907)3393246'WEBS.TE:www.garnessw,ymecriny,CI , • : 1_ PREPARED FOR: PHONE NUMBER: PAGE NUMBER' I @SS . ROBERT& PAMELA LLOYD 345 3992 2 OF 3 ����J,'• CE 79 3 � PROJECT/LEGAL DESCRIPTION: DRAWN BY: �, '• ��•�,�. . � KNIK HEIGHTS; BLOCK I, LOT 12 L.K.B. •, �'`y�y- �('`�P�,i TYPE OF WORK;is... DATE: L.K.B. LICENS,,1�Mr��,���+•` RECORD DRAWING 11/6/2017 #AECC884 PERMIT NUMBER: RECORD DRAWING PARCEL ID NUMBER:-\ OSP 171304 018-232-07 2'INSULATION FINAL GRADE=97.04.99.01 TOP OF TANK STt ST2 o AT INLET=93.23 TOP OF TANK AT OUTLET=93.28 Arezm INVERT OF BUNG NEW 1250 GALLON AT INLET=92.6 SEPTIC TANK INVERT OF BUNG AT OUTLET=92.50 11/4.l k1 'NORTH HALF(APPROXIMATLEY 16 FEET)OF BOTH TRENCHES INSULATED,WHERE SOIL COVER WAS 3'+.NO INSULATION WAS REQUIRED. IMEI WEST FINAL GRADE=93.96-94.94 TH11 MT CO FINAL GRADE=92.62-92.93 - ORIGINAL GRADE MT CO ORIGINAL GRADE 0 HIGHEST POINT=94.27 -------- - HIGHEST POINT=92.16 THNI FILTER FABRIC di I - '2'INSULATION '2'INSULATION •lit I•� 7� ; ! !! 1 �,�=1 1i .-..r-...1 Pi, .� i .•=.•. INVERT OF PIPE=91.29 %• f.•-.w.�� P Pi,IP 14 ?`?• INVERT OF PIPE=89.18 • !: ! !l! A l; P=1=1 G f4�• - - 7 ._.. 7.02 FEET 7.02 FEET B. ,:.i1 Pi P:f� 1. _1 -'/�1 �: ���• •�••• 1� �=.= BOTTOM OF TRENCH=84.27 '• ,::,:!BOTTOM OF TRENCH=62.16 �� ����1 ; :• RELATIVE ELEVATION 0 P. i���� lJl BOTTOM OF T.H.=75.66 (T.H.DRY ON 10/27/2017) 14'+ RELATIVE ELEVATION BOTTOM OF T.H.=77.77 (T.H.DRY ON 10/27/2017) .4:606% 4%144 GARNESS ENGINEERING GROUP, Ltd r 1.‘..:1 . .,.!„.,- CIVIL&ENVIRONMENTAL ENGINEERS r� ' 0 3701 E.TUDOR ROAD,SUITE 101'ANCHORAGE,AK 99507'PHONE(907)337.6179'FAX(907)338.3246'WEBSITE.www.garnessengineenng corn .'4..�.4 ...:.lq.. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 J • .y A. Garness : 4.l 4 ROBERT& PAMELA LLOYD 345-3992 3 OF 3 ••0 CE 95 PROJECT/LEGAL DESCRIPTION: DRAWN BY: V. III 3-7.t:7-<(.7.„ KNIK HEIGHTS; BLOCK I, LOT 12 L.K.B. .4 0•''••••.jj„.....( , s TYPE OF WORK: DATE: itA ;;;+ �•• LIC ENSE RECORD DRAWING 11/7/2017 AECCB 4 ,� J PLAT NO. P-452B KNIK HEIGHTS SUBDIVISION LOT 12 , BLOCK I \ o''� 1g\. a� \ °53 CP ,,'s \ 65 N ea X44- \ sv '<.5.1.5 ...• % 4? `t, C c6 . , c d o ..y . r�' r\ A CSG \ 0 V5"I \ N c 3 0 r, N 1 � � =30' r , \'.2-.) w,L 0 `. N 69°12'40"E 226.45' AS -B U I L T i HEREBY CERTIFY THAT I HAVE SURVEYED THE GASTALDI LAND PROPERTY DEPICTED ABOVE AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. '*,►11111144, SURVEYING, LLC IT IS THE RESPONSIBILITY OF THE OWNER TO �* OF A 1 JEFF A. GASTALDI, R.L.S. DETERMINE THE EXISTENCE OF ANY EASEMENTS, i� Q-..:•'' '''•�'I • 2000 E. DOWIJNG RD., surr 8 COVENANTS OR RESTRICTIONS WHICH DO NOT • •' *.':�`f'i1 ANCHORAGE, ALASKA 99507 APPS ON THE RECORDED SUBDIVISION PLAT. i �:• 49TH .* 0 PHONE 248-5454 UNDER NO CIRCUMSTANCES SHOULD ANY DATA _ _ M G!D DATE HEREON BE USED FOR CONSTRUCTION OR FOR • A • ' o i Hery A. Gostaldl • ESTABLISHING BOUNDARY OR FENCE LINES. ' 5112936 11/7/2017 . v LS-6091 . �t•• ANCHORAGE RECORDING DISTRICT, ALASKA 4 1.,'••11i iii..••ar•§• F.B_ JOB NO. NOTE: NO CORNERS SET THIS DATE �I p'0�e'�Io^°��oLy. 04-14 KH121 41\11116 +�PALITy MUNICIPALITY OF ANCHORAGE On-Site Water& Wastewater Program ��, PO Box 196650 4700 Elmore Road OA Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 ` • http:llwww.muni.org/onsite 11161111 l)cl):rrrmL'nt 4/;-(-;1/;-(-;1( OR-P:; On-Site Wastewater Disposal System Permit Permit Number: OSP171304 Effective Date: 10/19/2017 Work Type: Septic Upgrade Expiration Date: 10/19/2018 Tax Code Number: 01823207000 Site Legal Address: KNIK HEIGHTS BLK I LT 12 G:2936 Site Mailing Address: 13245 SHELBURNE RD, Anchorage Owner: LLOYD PAMELA J & ROBERT L Lot Size in Sq Ft: 24000 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 4 This permit is for the construction of: Q Disposal Field El Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well 0 Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: 1G Date: 1 C !�{ I 1 Issued By: / L&eJ'.oA, Date: fOw2017 Municip laity of Anchorage [ir_LLIAr Ihparnnvnr P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997 http:llwww.muni.org/Onsite Development Services Division On-Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW ** * * Waiver#: OSV171123 COSA#: Permit#: OSP171304 PID#: 018-232-07 Legal Description: Knik Heights Block I Lot 12 Engineer: Garness Engineering Group Applicant: Robert& Pamela Lloyd Your request for a waiver of the required 100 feet horizontal separation from the absorption field and septic tank to the private well has been approved. The approved separation distance is 85.0 feet. In addition, your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 1.0 feet. See engineer's waiver request for justifications. This waiver approval applies to the proposed septic tank and absorption fields (primary and alternate) only. Any other future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. [X] The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. (1 Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. • [1 Adjacent properties are not affected by this waiver. • Waiver is Granted: X Waiver is not Granted: 9 Date: 10/11/2e I 7 Approved by: Name of Reviewer **** VARIANCE/WAIVER REVIEW **** Knik Heights Block I Lot 12 Parcel ID: 018-232-07 Waiver for 85 feet from well to septic system Issued 10/19/17 General Well is located up-gradient from proposed septic system, so surfacing effluent would not travel towards the well. ADEC Criteria Points Water Table Depth to water bearing layer 148 feet Depth of system 10 feet 138 feet 8.2 Soil Sorption Soil descriptions per well log DEC PTS Depth From Depth To Thickness Calc. Pts Fill & Organics 0 0 3 3 0.00 Silty cobbles 1.5 3 13 10 0.10 Sandy gravel 0.5 13 18 5 0.02 Silty gravel 1.5 18 33 15 0.15 Gravel 0 33 47 14 0.00 Silty gravelly hardpan 2 47 97 50 0.68 Silty cobbles 1.5 97 107 10 0.10 Silty sandy gravel 2 107 128 21 0.28 Silty gravel 1.5 128 148 20 0.20 148 1.53 1.5 Permeability Soil descriptions per well log DEC PTS Depth From Depth To Thickness Calc. Pts Fill & Organics 0 0 3 3 0.00 Silty cobbles 1 3 13 10 0.07 Sandy gravel 1 13 18 5 0.03 Silty gravel 1 18 33 15 0.10 Gravel 0 33 47 14 0.00 Silty gravelly hardpan 1.5 47 97 50 0.51 Silty cobbles 1 97 107 10 0.07 Silty sandy gravel 1.5 107 128 21 0.21 Silty gravel 1 128 148 20 0.14 148 1.13 1.1 Water Table Gradient- Not calculated XX Horizontal Separation 85 2.4 Total Points 13.3 As per ADEC waiver guidelines, with a minimum point value of 13.3, no bacteriological pollution possible but chemical pollution possible but unlikely from household chemicals. If the well was redrilled to meet the 100' separation. the points calculation would be within the same points interval. Based on this and the mitigating factors above, waiver is approved. 4 � 578 9 ,O MUNICIPALITY OF ANCHORAGEN# 00 Vin., Community Development Department � Phone: 907-343-7904/ Development Services Fax: 907- 343-7997, ' On-Site Water & Wastewater Program Mayor Dan Sullivan On-Site Sewer/VVell Permit Application For A Single Family Dwelling Parcel I.D. 018-232-07 Property owner(s) ROBERT&PAMELA LLOYD Day phone 345-3992 Mailing address 13245 SHELBURNE ROAD'ANCHORAGE,AK 99516 Site address 13245 SHELBURNE ROAD*ANCHORAGE,AK 99516 Legal description (Sub'd, Block & Lot ) KNIK HEIGHTS; BLOCK I, LOT 12 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (Nail 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 0 THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: DRAINFIELD TO LOT LINE& DRAINFIELD TO WELL t O 1"rF`&-`'p Distance: 1'&85' -SoAt 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: � — Waiver Fees: 4/ /0 Date of Payment: /OP? Date of Payment: IC0117- Receipt Number: 67-1-06-4 Receipt Number: f 73a5-6 Permit No. 6.5)01"7/804 Waiver No. 16 v 1W12.3 (Rev.01/11) guan1CS GARNESS ENGINEERING GROUP, LtdAdvanced r`Jer'eT" crrnv CIVIL&ENVIRONMENTAL ENGINEERS Dealer October 5, 2017 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System Upgrade for Knik Heights: Block I, Lot 12 To whom it may concern: The existing 4 bedroom house is served by a private well a septic system. The drainfield is in a state of failure and needs to be upgraded. We are proposing to install a new 1250 gallon steel septic tank and dual trench type drainfield. One testhole was excavated on the property and the drainfield is designed around its 30 foot radius. Comments regarding the design are summarized as follows: 1. SOILS: See the attached 2017 log which show the soil classifications, groundwater monitoring, and the percolation test results. It should be noted that Garness Engineering encountered a tight ML pocket of soil (as seen on the "middle bench" soil log) which percolated slower (impermeable) than the soil strata above (upper bench soil log) and below (lower bench soil log). This pocket of ML soil was not apparent during excavation of the testhole. It is believed that there may be random pockets throughout the proposed trench, therefore, instead of using a 1 .2 GPD/ft2 application rate, we are proposing to utilize an application rate of 0.8 GPD/ft2 to account for tighter pockets/lenses of soil. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. TOPOGRAPHY: As can be seen on the attached topography drawing, the average topography around the proposed drainfield is 0-5%. 4. WAIVERS: We are requesting that your department issue a variance allowing for the new septic tank and drainfield to be as close as 85 feet from the existing well on property. We are also requesting you allow for the new drainfield to be as close as 1 foot from the north lot line. Justifications for granting these waivers are as follows: • The well is located up-gradient from the proposed drainfields, so if the drainfield were to be surcharged, effluent could not travel towards the well. • The area between the well and drainfield is highly vegetated. 3701 East Tudor Road,Suite 101 *Anchorage, Alaska 99507-1259 Phone: (907)337-6179' Fax: (907)338-3246"Website: www.garnessengineering.com Page 2 of 2 • The area between the proposed drainfield/tank and well is highly visible (driveway). If the drainfield or septic tank were to become surcharged it would be noted by the homeowner and corrective action taken. • Water samples were pulled on 8/8/2017 for arsenic, nitrate, and coliform bacteria, the results are as follows: -Arsenic: <5 ug/L -Nitrate: 5.18 mg/L -Coliform: 0 • The proposed drainfield will not encroach upon the septic system serving Knik Heights; Block I, Lot 11, which is greater than 19 feet from the shared lot line. We are unaware of any adverse impacts this installation or waivers would have on adjacent wells or septic systems. If you have any questions, please contact us at 337- 6179. Thank you for your assistance. Sincerely /Iiiii effr 1,arnes- P.E., M.S. Presi e 3701 East Tudor Road,Suite 101 'Anchorage,Alaska 99507-1259 Phone:(907)337-6179'Fax: (907)338-3246'Website:www.garnessengineering.com S G.SL SGS Ref.# 1175370001 Client Name Garness Engineering Group,Ltd Printed Date/Time 08/11/2017 13:43 Project Name!# Knik Hgts B1 L12 Collected Date/Time 08/08/2017 16:30 Client Sample ID Knik Hgts B1 L12 Received Date/Time 08/08/2017 17:02 Matrix Drinking Water Technical Director Stephen C.Ede Sample Remarks: Allowable Prep Analysis Parameter Results LOQ Units Method Container ID Limits Date Date Mit Metals by ICP/MS Arsenic ND 5.00 ug/L EP200.8 C (<10) 08/10/17 08/11/17 ACF Waters Department Total Nitrate/Nitrite-N 5.18 0.100 mg/L SM21 4500NO3-F B (<10) 08/10/17 AYC Microbiology Laboratory E.Coli Negative 1 100mL SM21 9223B A 08/08/17 ACF Total Coliform Negative 1 100mL SM21 9223B A 08/08/17 ACF r `\ 1 DJ - 1 \ \` m \ \ KNIK HEIGHTS; \\ BLOCK K,LOT 12 I KNIK HEIGHTS; \\ 0 1°0 ) —_ BLOCK I,LOT 10 1 0 9gaA. / // \\ \\ I- m KNIK HEIGHTS; SI OS" \\ BLOCK I,LOT 18 / / by �7�' \ \\ KNIK HEIGHTS: �// / �� 4.1 ) \ BLOCK K,LOT 11 ON 10/3/2017 MEASURED 95 FEET FROM THE ---- I G-Y• �� `\ WELL ON SUBJECT LOT(KNIK HEIGHTS;BLOCK I \ I,LOT 12)TO CENTER OF 10 FOOT UTILITY Q i', I 'Y0 VACANT I KNIK HEIGHTS.\\ EASEMENT(EAST PROPERTY LINE)AND 100'+ I BLOCK I,LOT 11 \ TO CLOSEST TRENCH STANDPIPE ON LOT TO 9� / ( EAST(KNIK HEIGHTS;BLOCK K,LOT 10). i \\ / \'o � \ 1. \41 /// \\G� / \\ / ----�C ~A�� (�I // 1 \ //� "•� \� \ �y ` APPR• IMAT- I 1 / / i'. \�� \ 53� 1 I KNIK HEIGHTS; 1 // — \\� \ \�yy \� E 1 ( BLOCK K,LOT 10 100' LL R•I, 5 I KNIK HEIGHTS; �/ ///�` �\ ) \ 100'yI�L-.... 1 ��� / 1 BLOCK I,LOT 17 1 // N. // \\ \ KNIK HEIGHTS. 11 / I /100'WELL RADIUS / \';-- BLOCK K,LOT 9/ / �/ 111 / \\\ \; _ // _ / \ I\ 100 WELL RADIUS /� I 5,. I • 100'WELLRAf�i(1S • \\ I\a��--�—� \\ 1/ // I \�` \\ f // \ I 1 \ /_—� 7_ 1/ .„ - \ 1 N. \\ `�_ /// // / \\ \ KNIK HEIGHTS; `\ k \r „ \ /� — / \ \ \\ BLOCK I.LOT 13 \ \\ 's KNIK HEIGHTS; 11 \ / \ \\ BLOCK I,LOT 16 til Q\ / I / \ \\ / \ C >✓u \� I // 4 100'WELL RADIUS ( '5 '/// \\ 1 I ���r-- I \ N 100' ELL RADIUS ..I /I \\\ I \ I / \ 1 \ 1 / `\ 1 \ / / \ r KNIK HE&ITS, / // KNIK HEIGHTS; \\ \\BLOCK I.LON // BLOCK I,LOT 14 \\ • `»' .� \ ` '—— it ` / !'\\ Q'�Q `�� '�/ `PTIC AREA \ \` N SCALE II 1'=100' ♦� GARNESS ENGINEERING GROUP, Ltd * .4' 'r• �'� ..��z*•�% CIVIL&ENVIRONMENTAL ENGINEERS if ••. • 3701 E.TUDOR ROAD.SUITE 101'ANCHORAGE,AN 99507'PHONE(907)337-6179'FAX(907)3383246-WEBSITE.www.garnessengmeerrg.cors •• ` PREPARED FOR PHONE NUMBER: PAGE NUMBER. • • • .• A. (S[n S' I ,/ ROBERT& PAMELA LLOYD 345-3992 1 OF 2 /IGS• +:♦ J'J,''•,, •PROJECT%LEGAL DESCRIPTION. DRAWN BY: �,(�y •. /07773 6Of.•'�,�KNIK HEIGHTS; BLOCK I, LOT 12 L.K.B. 1��R�0''.•...1�•••V• •.(`..�..,",\ ' TYPE OF WORK: DATE: LICENSE4111ki �ts``r9'•• SITE PLAN 10/4/2017 PAECC884 J /\ \ \ 1 DESIGN CRITERIA: ALTERNATE SITE CEG,Ltd.HAS A 8 PAGE SPECIFICATION DESIGN CRITERIA: LETTER THAT PERTAINS TO THIS DESIGN.TO NUMBER OF BEDROOMS:4 OBTAIN A COPY OF THE LETTER CONTACT GALLONS PER DAY(GPD):600 NUMBER OF BEDROOMS:4 GEG.BY PROCEEDING FORWARD WITH THIS PERCOLATION RATE/S:2.5 GALLONS PER DAY(GPO):600 INSTALLATION,THE ENGINEER,WELL DRILLER, PROPOSED APPLICATION RATE:0.8 PERCOLATION RATES:1.2 CONTRACTOR AND PROPERTY OWNER AGREE MINIMUM DRAINFIELD SO.FT.:750 FT, PROPOSED APPLICATION RATE:6.0 THAT THEY HAVE READ THESE MINIMUM DRAINFIELD SQ.FT.: 100 FT2 SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. DRAINFIELD DESIGN: ALTERNATE SITE MAXIMUM DEPTH:10 FEET(MAX) DRAINFIELD DESIGN: KNIK HEIGHTS' WIDTH:2.5 FEET _ BLOCK K,LOT 11 LENGTH:54 FEET TOTAL(2 0 27 FEET) MAXIMUM DEPTH:10 FEET(MAX) EFFECTIVE:7 FEET WIDTH: 2.5 FEET IVACANTI CONTRACTOR SHALL HAVE THE WELL ACTUAL SO.FT.:756 FT2 LENGTH:8 FEET RADII,NORTH PROPERTY LINE AND r EFFECTIVE:7 FEET WEST PROPERTY LINE FLAGGED BY A ACTUAL SO.FT.: 112 FT2 PROFESSIONAL LAND SURVEYOR KNIK HEIGHTS:BLOCK I.LOT 11 \� PRIOR TO CONSTRUCTION / o (VACANT) / PROPOSED 1250 GALLON SEPTIC TANK;INSTALL DOUBLE CLEANOUTS / 1t• EXISTING TRENCH LOCATION/ BEFORE AND AFTER TANK `\ / r IS UNKNOWN,BUT APPEARS 9 TO BE PROPERTY / EXISTING 1000 GALLON SEPTIC TANK TO O BE DECOMMISSIONEDC I G PROPOSED / 40 KNIK HEIGHTS; N DRAINFIELD _� m ! — __ \ \ BLOCK K,LOT 10 f J _ I �` ' I. G\\Z �` ," ,,ro• , \•` ` I >/ EXISTING 4 5 a \ \ . BEDROOM �\\ \ Odl I \ , \\MZ // ��� HOUSE \ \ 0'S o \\t1t\ / I ,\.' l 1 \ / 0531. �\` N ‘1 1 a �C' —\ 1\ / 1 ` A ALTERNATE SITE �DRIVEWAY I ../". \A, 1 \` 1 , • 7 v 1 1 I 1 • r 100'WELL RADIUS 1, I = , I 1 /• f ' I Fr, e / /l \ 1 W A / !� Z \\ I\1 7`J0 / \\ / f< I 0 , D \1 \ / / KNIK / HEIGHTS;BLOCK 1,LOT 13 / // , I / I \ `�� 100'WELL gAOIUS / \�� I O -1---- / ` 7 — / I ` \ 1 ' / SCALE: / �� `\- l 11 1'=40' l its,, \ \ ���+•~'a,,SS `r•,f Ale t� miAlli .a • 111* ....... ...... I GARNESS ENGINEERING GROUP, Ltd • .. - ; CIVIL&ENVIRONMENTAL ENGINEERS 3701 E.TUDOR ROAD.SUITE 101'ANCHORAGE.AK 99507'PHONE(907)337-6179'FAX(907)338-3246•WEBSITE.www.garnessengmeenng.com 0 •• ,•• • ••M PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 Cc\1; A. =SS•: = ROBERT& PAMELA LLOYD 345-3992 2 OF 2 ♦��%, ;• CE-7953 �•,,./� PROJECT/LEGAL DESCRIPTION: DRAWN BY: ♦0 F••• •• I O l41 1.;". Cy 41 KNIK HEIGHTS; BLOCK I, LOT 12 L.K.B. ./-`1)/• ••*�(.1 -�0-• •� TYPE OF WORK: DATE: /�� ""�' ESS I .4 SEPTIC SYSTEM DESIGN UPGRADE 10/4/2017 HAECC884 ��z����~� 41. .... l��A ``�.*` +� ,iii GARI. NESS ENGINEERING GROUP, Ltd ;J7:I 4 CIVIL& ENVIRONMENTAL ENGINEERS I • • 3701 E TUDOR ROAD.SUITE 101-ANCHORAGE.AK 99507-PHONE(907)33743179-FAA 19071 3383246'WEBSITE:www.pamaawnaOwMp.mm 0 {. .. ey A. Garness ;: SOIL LOG - PERCOLATION TEST • 0 •• CE- 953 ILL,. ♦.J' a LEGAL DESCRIPTION: KNIK HEIGHTS;BLOCK I,LOT 12 *. ,�, ."• i0 •,,,osee... ': PERFORMED FOR: ROBERT&PAMELA LLOYD DATE: 9/8/2017 �f1 D `7t�,1P�- • FESS �• LICENSE *rase �� DEPTH oAECC884 "II* • (feet) : ORG �� TH#1 — BENCH #1 ✓ r ✓ r SOIL CLASSIFICATIONS SITE PLAN 2 r r GW -_ =5 ORG I EMS GP 3 • ■ • 1611191 GM �I CIL 4 111 • EmG C ' OL• �P� r SP &/j CH• 4('5 • • IMHI i SM 1 ,,/j OH 0 ▪ • M a a SC G r • P 7 — • DEPTH TO I P l •■ GROUNDWATER DATE N ■ 8 — ■ DRY 9/8/2017 • ■ • DRY 9/25/2017 SCALE 9 I lil rr DRY 10/3/2017 1•_l o0 ■ • 10 • 1 • • • ,I CLOCK NET TIME WATER LEVEL NET DROP 11 ,'�••!• DATE READING TIME (MINUTES) READING (INCHES) • r 9/12/2017 1 - - 6" - 12 r • 2 - 30 5,81' 0.18" r • 13 3 6" r • r 4 - 30 5.81" 0.18" 1,1 • ,H r • . • r (FIRST PERK ATTEMPT AT THIS DEPTH,APPEARED TO BE IN POCKET OF SILT) 15 • IF • • 15 r • IIOII. 17 — 18 — PERCOLATION RATE >120 (MW./INCH) PERC. HOLE DIA. 6 (INCHES 19 — TEST RUN BETWEEN 4 FT. AND 5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: • YES ❑ NO SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY: LANDON BRUCE COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I,JEFFREY A.GARNESS,CERTIFY THAT THIS WAS PERF R ED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: I0 /e/ a. I ••• SI'SSit4 • . GARNESS ENGINEERING GROUP Ltd *'�• .4' "•_* iii CIVIL&ENVIRONMENTAL ENGINEERS +• all i 3,C•E TUDOR ROAD.SUITE 101•ANCHORAGE.AK 99607•PHONE(907)3373179'FAX(907)738-32.6'WEBSRE'Am*06(n"Su,Oinrr(,(0:(-- • tt, mess'; • SOIL LOG - PERCOLATION TEST /•G• r CE-7953 LEGAL DESCRIPTION: KNIK HEIGHTS;BLOCK I,LOT 12 WA�• •••'........61, ,.••4 r • PERFORMED FOR: ROBERT 8 PAMELA LLOYD DATE: 9/8/2017 ,,rPE1('x`�+-. LICENSE II DEPTH #AECC884 ' ti>.��+ ~ (feet) ORG TH#1 - BENCH #2 _ r SOIL CLASSIFICATIONS SITE PLAN •2 r r ?;! GW :•-•-•--7-7:::: ORG ✓ r 3 r II.1I�1'rII GPM j ML 4 — r r �I'% GC f OL104. r is ;°30%o'. SWe„)) MH -6 ✓ r 5 — , . in� SM ,/ ,/ • OH Q , • v'4' �Ci 6 — r G M %��!s!t! SC• �� �P 7 — r r DEPTH TO DATE Q' s GROUNDWATER <(i n I • G> 8 — r DRY 9/8/2017 ✓ DRY 9/25/2017 SCALE: 9 — r rr DRY 10/3/2017 1•=100' • 10 : r lii' :*S% •' DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 r r TIME (MINUTES) READING (INCHES) ✓ r 9/20/2017 1 - - 6' 12 — , ✓ r 2 30 5.06" 0.94' ✓ ■ 13 — r 3 6' iir 4 - 30 5.12" 0.88' 14 — • (;M _ r 5 6" r ■ r 6 - 30 5.12" 0.88" 15 — r • ✓ r 16 • r B.O.I I. 17 — 18 PERCOLATION RATE 34.3 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 — TEST RUN BETWEEN 4 FT. AND 5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: YES ❑ NO SOILS LOGGED BY: DAVID GARNESS 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 PETIFOI�MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: !V f (,r// t 1 r .,..,..vi,' .•*' ,4._. 14 ` . . ' , , GARNESS ENGINEERING GROUP, Ltd(0 ' CIVIL&ENVIRONMENTAL ENGINEERS 0..,..., 4 •• • 3701 E.TUDOR ROAD.SUITE 101'ANCHORAGE.AS 985/1'PHONE 1901,J315179-FAA 15017 3383245'WEBSITE.www.gamessengmeennq.c.n . 411 90 s I ' rey IF A .rness :• s SOIL LOG - PERCOLATION TEST •jai C,153 '� LEGAL DESCRIPTION: KNIK HEIGHTS; BLOCK I,LOT 12 - •* 4/.."•.)O 'IV?. I.:•••"� � PERFORMED FOR: ROBERT 8 PAMELA LLOYD DATE: 9/8/2017 �+�� •"•FE •••" " • ha FESS��44 LICENSE %u...* • DEPTH #AECCI*i4 ~ (feet) : ORG TH#1 - BENCH #3 1 `••••• ll ■ ■ SOIL CLASSIFICATIONS SITE PLAN 2 — ■ ■ •;I:Ft, o''• GW : == ORG WES GP 3oi 111111111 GM WI CL 4 — ■ K /_ GC CL ' ■ ■ °°o°o o.. SW MH I 5 . ■ ■ SP CH 5�� ■ innin SM i /A, UH ['Q op 6 — opING M ►� !�`i' SC G.Z. 7 — I " (:k DEPTH TO DATE Q' GROUNDWATER ■ IN C� 8 — ■ DRY 9/8/2017 Ii ■ DRY 9/25/2017 SCALE 9 — 111 iii ■ ■ DRY 10/3/2017 1'=100 ■ to 10 • • •i j�5, • CLOCK NET TIME WATER LEVEL NET DROP 11 ii ■ ff DATE READING TIME (MINUTES) READING (INCHES) I s 9/13/2017 1 - - 6" - 12 — ■ ■ 2 - 10 2.25" 3.75" ■ ■ - - - 13 — ■ 3 6' op4 - 10 2.37" 3.37" ■ 14 — ll llGM 5 - 6• ■ 4op6 10 2.5" 3.5" 15 — ■ • 7 - - 6' - ■ ■ 8 - 10 2.5' 3.5" 16 — ■ ■ 9 - - 6• - B.O.H. 17 10 - 10 2.5" 3.5' 11 - - 6' - 18 — 12 - 10 2.5' 3.5' PERCOLATION RATE 2.8 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 — TEST RUN BETWEEN 3 FT. AND 4 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES U NO SOILS LOGGED BY: DAVID GARNESS 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 PERFO ME p IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: /b�h//7' • [FARNESS ENGINEERING GROUP, Ltd : ': w 9 '� ••'=* 0 M CIVIL&ENVIRONMENTAL ENGINEERS :M" _ r ' 3'O•E TUDOR ROAD.SUITE ICI•ANCHORAGE.AIA 999C7•PHONE r90'1 33749•FAA,9(;r 13$3245'WEBSITE www,a- ._,.-- -- � ; y , ♦ r^ ars ss �- ISOIL LOG - PERCOLATION TEST • 67,..... CE 795 ./.... LEGAL DESCRIPTION: KNIK HEIGHTS;BLOCK I,LOT 12 ♦♦� J PERFORMED FOR: ROBERT&PAMELA LLOYD DATE: 9/8/2017 -.4�p''FESS -4" "IP DEPTH.�rr�- 3tAECC884 rLICENSE MIt%%wo ,* (feet) ORG TH#1 - BENCH #41 • SOIL CLASSIFICATIONS SITE PLAN 2 ii • EZEt GWORG 3 • • GP �rrr� ML • • 11111119I GM / CL -1 • ■ ��% GC �' OL P • • °o o•, SW MH Q 5 — ' • ,Pj),. CH ��Ci intilI�� SM ' ,' // OH /O ' Sc - i 1 k 6 — • • Li1 G • • ,‹P — • • DEPTH TO • • GROUNDWATER DATL P �� • c� 8 • • DRY 9/8/2017 • • • DRY 9/25/2017 I .SC.AL' 9 — ■ DRY 10/3/2017 1 • • • 10 • , %%66 • CLOCK NET TIME WATER LEVEL NET DROP 11 • �•-� DATE READING• TIME (MINUTES) READING (INCHES) 12 — • • 9/26/2017 1 - - 6" - • • 2 - 10 1.5' 4.5" • • - 13 — • 3 6" • - 10 1.5" 4.5" ■ • ._� - 14 — • • 5 - - 6' - • 6 - 10 1.75" 4.25" 15 — • • • 7 - - 6" - • • 8 10 2" 4" 16 — • - - ■ 9 6' B 0-I1. 17 10 - 10 2' 4" 11 - - 6' - 18 — 1 12 - 10 2" 4" PERCOLATION RATE 2.5 (MIN./INCH) PERC. HOLE DIA. 6 l'Nri-•=c;) 19 — TEST RUN BETWEEN 6 FT. AND 7 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES • Nu SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY: LANDON BRUCE COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I,JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF RMED IN ACCORDANCE ` WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: /p t./j 7- ` MUNICIPALITY OF ANCHORAGE Heal and Environmental Protec ~n Fourth Floor West 825 L Street Anchorage, Alaska 99501 264-4720 ............. ]N~i!CTION REPORT ON-SITE SEWAGE DISPOSAl..SYSTE~A SEPTIC TANK: DISTANCE ~0 ~' /'~''~ NUMBER OF FROM WL. LI~t~'~19 ~O_~/__ M~L:UFACqURER ~L-~-~C-_ M~ F~RIAL~_~[ COMPARTMENTS U45iDE LENGTH ............ INSIDE WlDlll ........... I_IQUI[) DEPl'H ......... LIQUID 6APAC1TY/~/~ GALLONS. T~~- D: e_ -- / TOTAL LENGTH. ..~ DISTANCE i':ROM VVELL _.__FOUNDATION ~{ NEARESI' [Of LINE _.~2' ~...OF LINE ~ of Lines ._~ .......... OiSr,,',NCE [~E]"/'/EEN LINE5_ ~/~ ..... TRENCI'I WIDTI~_'IN. TOTAL EFFECTIVE , ¢ DEPTtt OF FILTER DEPT~t: TOP OF l'li E ]O I'tNIStt GRADE ~ ..... M,ArERIAL GENEATll TI(E ___~IN. ABOVE TILE ~' IN, SEEPAGE PIT: Log Crib Rings [~UILDING FOLJI4DAq ION ____. Dh,'.MEFER ___OR WIDTH .... LENGFId___, DEPTIfl Crib Size: IDIAtvlETER ...... DFPTit ..... DISTANCE FROM; WELL ___ IOTAL EFFEC-FIVE NEAREST LOT LINE__ AE,%ORPTION AREA (WALL AREA) SQ. FT. We 11 Class:~r i~-Depth: Well Distance To: Lot Line Bldg: Sewer Line: Pipe Materials: ~.Z. ¢ ~ I~ of Bedrooms: ,,.~'~-' Installer: j~ ~__~ ~q~'~ ~t~ .~ Remarks: .... ~ - - ¢ 1 Lo c: DRILLING !OG Well Owner �i:1za-beth Cumming Use of Well Location (address of: Township, Range, Section, if known; or distance mains road I" Lot i.'2 l lk I 'L nilk He hts lViacl'1C;rage Size of casing Depth of Hole_ Static water level 14 ft. (aAbM Screen ( ) ; Perforated ( , Describe screen or perforation_ Well pumping test at �s gallons pi of drawdown from static level; Date of completion' `' f77� U feet Cased to -t'' . I feet (below) land surface. Finish of well (check one) open end } (minute) for--!, hours with ' =-ft. Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness TO _.', TO r'`i � TO f i a :1 TO r.r stib.g e: - Travel .. TO z 1. 2 � TO 12 . S i d L ',f . TO 7 a. c it -r7 yy ""wreI Ij TO 150 R 6/A� ��tt .i2 Y7 ;1 i d TO 7 .'Y ; Z; ,_t .� S ! i.�'�Y �I�'u2 v � �6 5�; �`v �!'ii 3_ TO • N;;qA4.eaLtffiud euntractor Certificate No's. 814 & 973 2 STATE L ii!:l]i FI I .... ,' 7'767E~ ) S H E L 13 U R N E 'T"r'F'E O1::: SO i L. F:II3SORB'[' :[ (]1,',1 S"r'STEh'I I '."~;: "l"l',~fK1,',lCId I',IRxir,IUI','I NLII',IBER OF BI:.-'.']}F~:~OOI"lS "--= :BOIL RFfl'II'.dEi ,::S(;! F'T',.'"E:R),,-' ::i..2E~ THE: tREQU 7[ REI} S 7[ ZE OF 'T'HE SCi 7[ I... FII:i!E;fJRF'T 7[ ON S"r'E;"l'El"'l 7[ S: THE Lli~::NEiTH [):[ h'IEN$ 7[ (:)N 7[ S THE:' LEN{:~f'I'H ( 7[ I'.4 F:'E'ET ) OF "rile 'TF;;rENCI40IR [:,F;:FI 7[ i'dF::' 7[ EL.I:). THE DEPTH OF: FI 'TREI'.,IL]H OR F'7[T .'[E; THE [)7[%TRNCE E~E'f'!.,.IE:EN THE :E;IJF~FtaE:E: (IF THE EiI:~:IOI.JN[:, FIN[.':, THE 13OTTOM OF ]HE E',:.::C:R',,,'FI'T'ION ,:: 7[N FEET). "I"HEFRE I.S NO SE'T b.l:[[::,]"ld FOE?. TRENCHES. THE E-iRI::P¢IF.].. [:,EPTFI ]: '.':.:; THE t"17[ N i MLII"I [)EP"f'H OF [:~t~'.FIVEL. BETI.,.IE]~3..I THE OIJTF:FILL F::' 7[ F:'E: FII'.K:, 'THE' BOT'7[Eq"I OF THE I::{XC:EI',,,'EIT 7[ O1,'4 ,:: 7[ I'.,I FEET ). El I::'EICk:EIfJ!iE PI....R1,.dT I'"lFl'-r' 1.3E 7[IqSTFII...LE[." Fl"l' THE F'E];.'.I"tIT]E:Ei:"".:ii; ()F:'TIO1,.4 IBIJEL.)'I~:)].':T 'T'O THE F[.)L.I..J]I4 1 NEi Ct]1,'K:, 7[ T 7[ ON'.E;: :1.. E: 7[ "I"FIEI';.: FI CLFISS I OR II NSF: FIE'E'F?.O',,,'EI} PLFIN"I" ME'I"r' BI~.'7 Z i",ISTRI....I...I~:E). ;2. FI CONT7[ I'.,IIJ(]IJS i'"lFI 7[ NT'I~:I"dFINCE: FIGREEME1,'dT 7[ S F~:!E".E.:!IJ 7[ RET). 7[ F' R I'"IFI 7[ I"EI'ENI:::INCE FKiiREEHEI'.dT ]:E; I'.,IOT KEF:'"f' CURF.'.I![NT k'OIJ i"IRY Eli:J: iE:E(;!I..III:~;E:[)'1"(:) E1,,dLJ::IR(.:iE -I]HE :?/,O7[I .... EIEEEIIRP'T'7[(]I'.J S'.r'STEM RNI-':,,voR ¥OLt i"IFl¥ BE ."~I...IBJECT TO F'F.:OSECIJTT[ON. 13F:ICKF I I....L 7[ I",tG OF' I:11,'~¥ S¥STEi'"I I.,.I 7[ THOIJT I::' 7[ IqFIl_ I NSF'EE:T 7[ ON F:Ib!l} RF'E'ROVFIL. Bh.' 'TH 7[ [:,EF'RR'T1,'IENT b.17[L.L BE SIJB,:rECT T(:)I::'I';.".O!E;EE:I...ITZO1,',I. M 11'4:1: I','II..JH D 7[ ST'F:II",ICE: EE:]'I.,.IEE1,',I F:I bELL. FIN[:, FIN'./ ON.-:i~; I 'I'E '.E;EI.,.II::tEiE [) :1.,91':i) I:'EE:T I':'I]F.". FI I:'R7['v'I::fTE ,[4E'LL. I]F;,' 2"_'(!!11:.'!1 I;::EET F'OF-'. FI F'UBLT[C I.'.IE.].J .... 1.4Ei:l....I.... I._()E'iS FIRE E'EC..!I...17[REI} I::INIE;' FILIST E:E E:EE'T'I...Ib.':I",IED TO THE [:,EPRRTi','IE1,.,r'i" t.,.I ]: 'TH T[ N OF 't'HE I.,.EL.L COP1F'I...,ET i ON. (:YfHEIR I:;.~EE:¢J I F;~:EP'IENTS MI::I'¢ I::IPPL'.r'. SPEC I FT[ CFfT'I OI'.,IS laN[:, COt',,ISTRLIC'I" 7[ O1',1 [:, 7[ FtGRF:II'"IS I:::IF~;'.E F:I',/Fi 7[ LRBL.E TO 7[ 1,.,ISIJRE F'RE~PEI:;.'. I N:iE;I"RL.LJ:::I]' 7[ 7[ E:EE;TT' 7[ F"¢ "['HFI'T :;I..: I FIM F'I:tMIL..IFIIR I.,17[TFt THE: RE:L::!I.JIREP1ENTS F(]I:;.: OI',I-SITE SE}IERS FII'dE:, I.,IEI...I...:E~; IRS '.:ii;E]" F'OI:4:'T'H EP'r' THE MIJN 7[ C 7[ PFIL. 7[ T"r' OF' EIN(]"IOFE'.FIC~E. 2: 7[ 1.4 7[ LL 7[ NSTFIL.L. THE S"r"EfEi'"l 7[ N FICCOF..'[:'RNCE 14 7[ 1"1'-I 'THE ::ii:: 7[ I...I1,',II}EIRSTFIN[) THEFT TIDE: Oi'.,I-.-ST[]'E SEIdEF:.' S'-/S'TEM i',IEIV I:?.E6!U T[ RE EI'.,ILFIF;::L:iEMEN"I I:~:'.E:E;7[I:)ENCE 7[S REI',IO[:,EI_.EL':, 'TE~ 7[N£.':LU[:,E I'"lOl:qi.:.': '1"1.41"-'11,.,I ii: E.E:I}F...'OOI','IS. FIF:'F'L.. I I::::F~'7[' E I.... 7[ Z I::IE, E.'/'I"H-- C'~t'"lt'l ~ 1,.,IG I F 'I"HE ~.iU?iiCIPALITY 0~' .~. ..... © ..... D=p ........ of ?':ealhh and Enviror,.:aen~.a! ~ .... ' O 43 O SOILS LOG 77-23 Perfo~.~.ed for Elizabeth Cumming Date I, er formecl Legal Description Lot 12, Block I, Knik Heights Subdivision 8/11/77 ]0 16 Red-browh, silty sand w/organics (SM) 250 ft.2/bdrm. Brown, gravelly sand w/some silt (SW) · 135 ft.~/bdrm. Brown, sand~ gravel (GW) 85 ft.Z/bdrm. · Brown, silty, sandy gravel (GM-GP) 190 ft.~/bdrm. Broom, sandy gravel 85 ft.~/bdrm. Total Depth = 16 feet No water ~able encountered AVERAGE ABSORPTION RATE FRO~ SOILS LOG = 120 ft.2/bdrm. Dnte Net Time I Depth Percolation Rate minute Net Drop • 0 PGE B, 171 Municipality of Anchorage On-Site Water and Wastewater Program 4 (907) 343-7904 SAFETY Certificate of On-Site Systems Approval Parcel I.D. 018-232-07 Expiration Date: 2-- ci 1. GENERAL INFORMATION: Complete legal description Knik Heights;Block I, Lot 12 Location (site address) 13245 Shelburne Road*Anchorage,AK 99516 Current Property owner(s) Robert& Pamela Lloyd Day phone 345-3992 Mailing address Real Estate Agent Beth Simpson Day phone 865-6557 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: _ - Date: 1 % r< ' / COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee $ o L , Waiver Fee $ Date of Payment 111711 - Date of Payment Receipt Number Oita\91 Receipt Number COSA# ()'JCp /53 Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm: Garness Engineering Group,Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road,Suite 101-Anchorage,Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system o OF A 4Q� in accordance with the guidelines and regulations established by the Municipality of Anchorage and o .• c0 industry practices. The reported results describe the condition of the system/s on the date/s of the p P.•• evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells TH /\ V and septic systems depend upon a variety of variables, including but not limited to, soil conditions, Q• groundwater levels (that may fluctuate during the year), quality of construction (materials and 4 VA workmanship),and the water usage of the family utilizing the system/s. These conditions can vary,and O are outside the control of GEG. Satisfactory test results do not guarantee future performance of the Q!1 : 'f - (A. Gar ess;• system/s; therefore, GEG makes no warranty(express or implied) regarding the future performance of Oh 0 fE— 953 • the well or septic system. GEG makes no representation whether an alternative well or septic system Qe .�oeQ can be installed on the property in the event either of the current systems fail to perform adequately in u0 �� •.1i4 0.6,s the future. The content of this report is for the sole benefit of the person/party that retained GEG to 4� apr°(essl°^° perform the evaluation. Reliance upon the information provided in this report by any other person or �Op��Qaoo party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. #AECC884 6. DSD SIGNATURE System #1 Approved for 1 bedrooms System #2 Approved for bedrooms Disapproved `�.• N{ OF Amy Q O Conditional approval for bedrooms, with the following stipns:ON,StTE WATER AND o WASTEWA►ER o- PROGRAM '= SE By: fns Original Certificate Date: The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist Nitrate Advisory Septic System Advisory Arsenic Advisory II Well Flow Advisory Other COSA blue sheel_10-t0-12.tloc If more than 1 septic system is on the lot: COSA Checklist # of Structure served by this system Certificate of On-Site Systems Approval Checklist Legal Description: Knik Heights; Block I, Lot 12 Parcel ID: 018-232-07 A. WELL DATA Well type Private If A, B, or C provide PWSID# N/A Well Log (YIN) Yes Date completed 11/8/1977 Sanitary seal (Y/N) Yes Wires properly protected (Y/N) Yes Total depth 170 ft. Cased to 169.1 ft. Casing height(above ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test 11/8/1977 10/27/2017 Static water level 158.7 ft. 150.0 ft. Well production 9 g.p.m. 5.6+ g.p.m. WATER SAMPLE RESULTS: Coliform ND colonies/100 ml. Nitrate 5.18 mg./L. Collected by: GEG. Ltd. Arsenic: <5 ug./L. Date of sample: 8/8/2017 B. SEPTIC/HOLDING TANK DATA *Under deck + double cleanouts before tank Tank Type/Material Septic/Steel Date installed 10/27/2017 Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) Yes Foundation cleanout (Y/N) *yes Depression over tank (Y/N) No High water alarm (Y/N) N/A Date of pumping New Pumper — C. ABSORPTION FIELD DATA *Below Final Grade East/West Date installed 10/27/2017 Soil rating 1p.d./f or ft`/bdrm) 0.8 System type Deep Trench Length 27 & 27 ft. Width 2.5 ft. Gravel below pipe 7 ft. *9.6+/ Total depth *10.4+ ft. Eff. absorption area 756+ ftz Monitoring tube Yes Depression over field No Date of adequacy test New Results (Pass/Fail) Pass For 4 bedrooms Fluid depth in absorption field before test New in. Water added New gal. New depth New in. Elapsed Time: New min. Final fluid depth New in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) None 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 .• a er alarm level at in. I- •• Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot *85 + On adjacent lots 100'+ Absorption field on lot *85'+ On adjacent lots 100'+ Public sewer main 75'+ Public sewer manhole/cleanout 100'+ Sewer/septic service line 25'+ Holding tank 75'+ Animal containment areas 50'+ Msnure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line *1'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain None Known Wells on adjacent lots 100'+ F. COMMENTS *WR#OSV171123 ANY FUTURE SEPTIC SYSTEM INSTALLATION ON THIS PROPERTY WILL LIKELY REQUIRE THE USE OF AN ADVANCED WASTEWATER TREATEMENT SYSTEM. 4400*"\' G. ENGINEER'S CERTIFICATION ov��c OF 1'L'N I certify that I have determined through field inspections and .: ,4771- 0� review of Municipal records that the above systems are in 0 A A conformance with MOA COSA guidelines in effect on this Q date. �%. erf, - A. Ger.,ss:' Engineer's Printed Na e JEFFREY A. GARNESS Qo A CE 79 3 epi Date << }f(;-- tiqi�@' ,°.P o�="7 rofess�on v'o ��04000�4 #AECC884 (Rev.11/05) Municipality of Anchorage E� 4-FrfiE4 :74 ri (/0'7:74;:ri Development Services Department Building Safety Division S T On-Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 Nitrate Advisory Certificate of On-Site Systems Approval # OSC 171523 A Certificate of On-Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Block 1, Lot 12 of Knik Heights subdivision. This inspection revealed a nitrate concentration of 5.18 milligrams per liter (mg/L) was reported for the property's well water sample. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On- Site Systems Approval. Nitrate Fact Sheet From Northern Testing Laboratories,Inc. Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells. SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners, food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil. TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization. TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home water treatment systems such as softening or iron filtration does not readily remove nitrate. The best method for limiting nitrate in well water is source control. This can include avoiding overdosing of fertilizer near the well and maintaining good separation distances between septic tank leach fields and the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate. TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect the activity of nitrate in water. This laboratory uses several different wet chemical methods approved under the public water supply laboratory certification program. They also have test kits available, which the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can monitor the change in nitrate levels from their well. They recommend comparing the test kit results against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL ENGINEERING DIVISION Telephone 264-4720 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SFWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing, 1. PROPERTY O~I~R MAILING ADDRESS PROPERTY RESIDENT (If different from above) 2, BUY E F~--.) MAILING ADDRESS ...... ~ r-. PHONE % . ,.,,.,x aL_~PHON E ' _PHONE 3. LENDING ~.~T\ITUTION , , ['~l~/l~loan ~'~('ClCe~' P~HONE , MAILING ADDRESS , 7--- MAiLiNG ADDRESS 5, LEGAL DESCRIPTION STREET LOCATION 6, TYPE OF RESIDENCE' ' - ' ~ SINGLE FAMILY ~ MULTIPLE FAMILY NUMBER OF BEDROOMS [] One [~] Four [] Two [] Five ~ Three [] Six [] Other 7, WATER SUPPLY INDIVIDUAL* [] COMMUNITY [] PUBLI~ UTILITY ATTACH WELL LOG, A well log is required for all wells drilled since June 1975, For wellsdritled prior to that date, give well depth (attach log if available,) 8. SEWAGE DISPOSAL SYSTEM INDIVIDUAL/ON-SITF** [] PUBLIC UTILITY **If individual/on-site, give installation date If system is over two [2) years old an a~e~uacy test is required by this Department. NOTE; THE iNSPEC3~ION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-01013!78) TI-IlS SIDE FOR OFFICIAL USE ONLY - DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME DATE DATE DATE INSPECTOR ~ NSPECTOR I NSP ECTOR DIRECTIONS: 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FQUR [] SIX PERMIT NUMBER 2. WATER SUPPLY ~--- INDIVIDUAL DEPTH OF WEL~- [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3, SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [~.}NDIVtDUAL/ON -SITE DATE INSTALLED []PUBUC UT L,TY --t Connection Verified INSTALLER [~]Septic Tank or [] Holding Tank-- ~("~:~-L-~-~--~0'N~ Size: 1 (~ ("(')(:~ If Tank is homemade SOILS RATING ~ give dimensions: \ ~ ~'YPE OF TA~/~ , MANUFACTURER TOTAL ABSORPTION AREA MATERIAL ~- ~,./~..~.~..~¢_..¥....~.~ 4, DISTANCES Septic/Holding Tank Absorption Area Sewer Line I Nearest Lot Line I WELL TO: Absorption Area to nearest Lot Line 5, COMMENTS ~;~"'~APP ROY E P FOR ..~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED ~ DATE BY (Title) LEGAL DESCRIPTION 72-010 (Rev. 3/78)