HomeMy WebLinkAboutTURNAGAIN PARK #2 BLK 1 LT 2016 am 241 am 9 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: OSP171144 PID Number: 018-241-29 ❑ New 0 Upgrade Name: ROBERT WAITES ABSORPTION FIELD EAST/WEST ❑ Deep Trench ■ Shallow Trench ❑ Bed ❑ Mound Address: 2321 CLEMENTS DRIVE 'ANCHORAGE, AK 99515 ❑ Other Phone: No. of Bedrooms: Soil Rating: Total Depth from original grade: 240-3807 3 0.45 GPD/Sq. Ft 3.5 (MAX.) Ft LEGAL DESCRIPTION Depth to pipe invert from original grade: Gravel depth beneath pipe: SEE DWG. FL 1.52 & 1.52 Ft Subdivision: Block: Lot: Fill added above original grade: Gravel length: TURNAGAIN PARK #2 1 2 SEE DWG. 78 & 78 Ft Ft. Township: Range: Section: Gravel width: Beds Number of lines: Distance between lines: 5&5 Ft - Ft. SEPARATION DISTANCES Total absorption area: 1000 umber of trenches: 2 Dist, between trenches: 10+ To Septic Absorption Lift Holding Public/Private From Tank Field Station Tank Sewer Lines SQ. Ft Ft Well 100'+ 100'+ 25'+ TANK ■ Septic ❑ S.T.E.P. ❑Holding ❑ Other Manufacturer: Capacity: Surface water 100'+ 100'+ ANCHORAGE TANK 1000 N/A Gal. Lot Line 5'+ `3' & '5' - _ Material: Number of compartments: STEEL 2 LIFT STATION Foundation 5'+ 10'+ Manufacturer: C Gal. Curtain Drain NONE KNOWN Remarks: PER CONTRACTOR, OLD SEPTIC TANK WAS DECOMMISSIONED PER UPC "Pump on" level at:Pump off' level at: High water alarm at: *T TO WEST PROPERTY LINE, 5' TO NORTH PROPERTY LINE (WR#OSV171052) Pump Make & Model Electrical Inspections performed by: BOTTOM OF WEST AND EAST TRENCH INSPECTED BY MOA ONSITE EMPLOYEE TIM ECKLUND ON 7/20-21/2017 PIPE MATERIAL House to tank EXISTING/D3034 Tank to D3034 drainfield Installer A+ HOME SERVICES Drainfield D3034 CO/MT D3034 Inspector GEG, Ltd. BENCHMARK (Assumed elevation) 111.02 Ft Inspection Location and Description: Dates: 1st 7/20/2017 2nd 7/21/2017 3rd 7/21/2017 4th BOTTOM OF TRIM @ SW CORNER OF HOUSE Community Development Department Approval ENGINEER' SEAL ��.� OF ����♦ Conditional approval: Date: ,;10 �. 49 ...... ........ 10 0 ....... .. .... ................... 0 re A. Gam e � i •� J,' 795 �• �_� yE Approved: �` Date: —Z7 �k"ROFESS\�� LICENSE %%%u`�`�• #AECC884 Inspection Report _1-1-12.doc PERMIT NUMBER: OSP171144 F A -T--B-1 DBL1 49.9 81.4 DBI -2 50.8 82.2 ST1 53.2 84.2 ST2 58.8 88.6 DBI -3 61.0 89.9 DBI -4 61.7 90.1 FS 89.6 102.2 MT1 99.0 123.4 C01 100.9 125.0 MT2 113.6 102.7 CO2 111.9 100.7 MT3 113.7 136.3 CO3 116.1138.6 MT4 127.7 119.5 C04 126.0 117.6 5 FEET TO NORTH LOT LINE C�\ & 3 FEET TO WEST LOT LINE ` WAIVER GRANTED \ (WR#OSV171052) O/ `O \ s O \� RECORD DRAWING PARCEL NUMBER: 018-2411 -29 DURING EXCAVATION TO LOCATE THE 1979 TRENCH, IT WAS NOTED THAT THE 1979 TRENCH WAS NOT IN THE LOCATION AS SHOWN ON THE 1979 INSPECTION REPORT; A+ HOME SERVICES EXCAVATED A °TRENCH° FROM THE NORTH 1983 TRENCH TO THE 100' WELL RADIUS IN AN ATTEMPT TO LOCATE THE 1979 TRENCH. AFTER SPEAKING WITH MOA INSPECTORS DEB WOKENFUSS AND TIM ECKLUND (WHO WAS ONSITE) ON 7/20/2017 THE DECISION WAS MADE TO ABANDON THE 1979 TRENCH IN PLACE. THE 1979 TRENCH LIKELY ENCROACHES ON THE 100' WELL RADIUS. NEW 1000 GALLON STEEL SEPTIC TANK APPROXIMATE LOCATION TURNAGAIN PARK #2; -4 OF MANMADE POND BLOCK 1, LOT 1— _-- _-- (LINED WITH NO OUTLET) DBL1 &DBL2 EXISTING 3 ST1 j BEDROOM TURNAGAIN PARK #2; ST2 HOUSE BLOCKI,LOT3 I I I F DBL & DBI -4 B , ! MTl DRIVEWAY tea, ----- FS / � TH#1 r ; MT2 CO2 C -) I _ 100_WE / I - / I NEW DRAINFIELDS / / TURNAGAIN PARK#2; \ BLOCK 2, LOT 1 WEST/NORTH LOT LINES AND PERTINENT WELL RADII WERE PROFESSIONALLY LOCATED PRIOR TO CONSTRUCTION BY A PROFESSIONAL LAND SURVEYOR (RETAINED BY A+ HOME SERVICES); BOTTOM OF WEST TRENCH WAS INSPECTED BY MOA ONSITE EMPLOYEE TIM ECKLUND ON 7/20/2017; BOTTOM OF EAST TRENCH WAS INSPECTED BY TIM ECKLUND AND REBECCA CARROLL ON 7/21/2017 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.garnessengineering.com PREPARED FOR: ROBERT WAITES PHONE NUMBER: 240-3807 PAGE NUMBER: 2 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: TURNAGAIN PARK #2; BLOCK 1, LOT 2 L.K.B. TYPE OF WORK: DATE: RECORD DRAWING 7/25/2017 wr oll N ME •�� OF 9 .. . . . ...... . ............. 0 r AA�Ga�r ess•. C 79571 Aw pROFAW ESS1�• LICENSE #AECC884 PERMIT NUMBER: PARCEL NUMBER: USP171144 RECORD DRAWING 018-241-29 TH#1 ORIGINAL GRADE @ HIGHEST POINT= 94.24 FINAL GRADE = 98.62 - 99.50 ST1 ST2 2" INSULATION PER CONTRACTOR TOP OF TANK TOP OF TANK AT INLET = 95.00 AT OUTLET = 95.01 NEW 1IGALLONINVERT OF BUNG SEPINVERT OF BUNG AT INLET = 94.67 AT OUTLET =94.29 WEST EAST MT CO FINAL GRADE = MT CO FINAL GRADE _ 95.23 - 95.58 95.92 - 96.32 ORIGINAL GRADE @ 2' F FILTER INSULATION OABRIC HIGHEST POINT = 94.89 / 2/—INSULATION ABRIC RELATIVE ELEVATION OF BOTTOM OF T.H. = 78.24 (G.W. @ 10 FEET BELOW GRADE ON 7/20/2017) INVERT OF PIPE _ 92.26 BOTTOM OF TRENCH = 90.74 INVERT OF PIPE _ 92.91 BOTTOM OF TRENCH = 91.39 RELATIVE ELEVATION OF BOTTOM OF T.H. = 78.89 (G.W. @ 10 FEET BELOW GRADE ON 7/20/2017) 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.garnessengineering.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ROBERT WAITES 240-3807 3 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: TURNAGAIN PARK #2; BLOCK 1, LOT 2 L.K.B. TYPE OF WORK: DATE: � RECORD DRAWING 7/25/2017 TH#1 MUNICIPALITY OF ANCHORAGE On-Site Water &Wastewater Program .; PO Box 196650 4700 Elmore Road f. Anchorage,Alaska 99519-6650 Phone: (907)343-7904 Fax:(907)343-7997 http://www.muni.orgionsite cpartincnt On-Site Wastewater Disposal System Permit Permit Number: OSP171144 Effective Date: 7/19/2017 Work Type: Septic Upgrade Expiration Date: 7/19/2018 Tax Code Number: 01824129000 BOA{ 10 `L"^ 1441 Site Legal Address: TURNAGAIN PARK#2 BLK 1 LT 2 G:3033 �°N `�"'` '7�t i/l� Site Mailing Address: 2321 CLEMENTS DR, Anchorage Owner: WAITES ROBERT J & JULIE R Lot Size in Sq Ft: 17500 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 3 This permit is for the construction of: El Disposal Field El Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing OReceived Date: 7/i /( 7 X9/7 Issued By: �� � , ,� �. /_ __- Date: 0 0 0 .� a,cnr d 1d' � � �° a �a o �� o � ° ii orage �'c yi 7u I„ir own P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.muni.orq/Onsite Development Services Division On-Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW ** ** Waiver#: OSV171052 COSA#: Permit#: OSP171144 PID#: 018-241-29 Legal Description: TURNAGAIN PARK#2 BLK 1 LT 2 Engineer: Garness Engineering Group Applicant: Robert Waites 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 5 feet to the north property line and 3 feet to the west property line. In addition, the 1983 fields will be excavated and filled with sand within 10 feet of the proposed field to meet field to field separations. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ® The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. ❑ Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: VT 7 4Approved by: Name of Re`vi er 7 **** VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE •, Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On-Site Water & Wastewater Program Mayor Dan Sullivan On-Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 018-241-29 Property owner(s) ROBERT WAITES Day phone 240-3807 Mailing address 2321 CLEMENTS DRIVE, ANCHORAGE, AK Site address 2321 CLEMENTS DRIVE, ANCHORAGE, AK Legal description (Sub'd, Block& Lot) TURNAGAIN PARK#2; BLOCK 1, LOT 2 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (El all that apply) Initial ❑ Single Family (SF) Absorption Field ® (w/wo ADU) Septic Tank ® Upgrade Duplex (D) ❑ Renewal Holding Tank ❑ Multiple Dwellings E Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE!WAIVER REQUEST FOR: DRAINFIELD TO LOT LINES& DRAINFIELD TO DRAINFIELD Distance: 0.5, 5, & 10 FEET 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: ' lob Waiver Fees: 06 Date of Payment: �o'4 r ` Date of Payment: (p— D—(\ Receipt Number: O 'KG G Receipt Number: 0144-144(1 Permit No. C4)e ILI`k Waiver No. OcV l ) l 652 (Rev.01/11) 1 el mil GARNESS ENGINEERING GROUP, Ltd Alvan" T, 'y'en `, "' CIVIL&ENVIRONMENTAL ENGINEERS ea�er July 18, 2017 Municipality of Anchorage Development Service Department On-Site Water&Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System Upgrade for Turnagain Park #2; Block 1, Lot 2 To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The septic tank and initial drainfield were installed in 1979. The trench was upgraded in 1983. The drainfield consists of three parallel trenches (which are likely spillover trenches). The house had been vacant since 4/2912017. During our initial investigation (5/19/2017) the drainfield/s failed to pass an adequacy test. There were functional MTs or Sumps in the 1979 trench and the westernmost 1983 trench. It took only 577 gallons to fill both trenches, and there was almost no recovery in 24 hours. No plumbing leak was noted by our field technician. The property owners authorized us to proceed with a test hole and a design. A test hole was excavated on 6/7/17. When returning to the property to perform 7-day groundwater monitoring we found the test hole monitoring tube and the perk test bench filled to a significant extent with overflowing wastewater from the adjacent 1983 drainfield. Given that the house was vacant, it was clear that there was a recent plumbing leak. It was discovered that there was a leaking toilet flapper that was introducing water continuously into the drainfield and grossly surcharging it to the ground level. The plumbing leak was fixed and arrangements were made to pump liquid out of the drainfields and test hole. The objective was to see if the liquid level in the test hole monitoring tube was going to subside and allow for obtaining an accurate reading of the groundwater level. Over the next several weeks the liquid depths were monitored in the trenches (the middle trench had no MT or CO in it) and the test hole monitoring tube. There was limited recovery in the trenches (again, the home is vacant). It was then discovered that the test hole monitoring tube was pinched-off or filled with silt. A new test hole GWM tube was installed on July 10, 2017, after it was discovered that it had become pinched-off or filled with silt. When the test hole was re-excavated, a monitoring tube and cleanout were installed in the middle trench segment (1983 system) so that we would have a functional MT in all of the "reserve trenches". . On 7/14/17 and 7/17/17 groundwater was found to be 9.8 feet below grade in the test hole GWM tube. It is possible that the test hole monitoring tube is providing false groundwater readings because of the nearby surcharged trenches. Short of digging new test holes at different locations, it must 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 be assumed that the liquid in the test hole monitoring tube represents the true groundwater elevation for design purposes. It should be noted that in Gary Player, P.E found groundwater at 10 feet below grade in one test hole on this property in March of 1979 (see MOA records). Due to time constraints on the sale of the house, the decision was made to proceed with the design, assuming groundwater levels in the recent test hole are accurate. We are proposing to install a new 1000 gallon septic tank and dual 5-wide trench type drainfields. Due to site constraints, the proposed east trench will be located over a portion of the existing 1983 western drainfield. We are proposing to excavate all drainrock and contaminated soil out of the abandoned portion of the 1983 trench and fill it with MOA approved filter sand. One testhole was excavated on the property and the drainfields are designed in the vicinity of its 30 foot radius. Comments regarding the design are summarized as follows: 1. SOILS: See the attached 2017 soil log which show the soil classifications, groundwater monitoring, and the percolation test results. Additionally, attached are the soil logs for Turnagain Park #2; Block 1, Lot 1 and Block 1, lot 3. Both showing a percolation rate less than 60 min/inch. Based upon this fact, we find it reasonable to believe that the application rate of 60 min/inch is conservative throughout the proposed trench and that additional percolation tests prior to construction are not necessary. 2. DRAINFIELD DESIGN: See attached design drawing for drainfields specifications. 3. SURFACE WATERS: There is a lined manmade pond (see attached photos) less than 100 feet from the proposed drainfields. The manmade pond is lined and does not have an outlet. 4. TOPOGRAPHY: As can be seen on the attached topography drawing, the average topography around the proposed drainfields is approximately 10% running northeast to southwest (see attached topo drawing). 5. LOT LINE WAIVERS: Due to site constraints, we are requesting a five (5) foot waiver to the north property line and a three (3) foot waiver to the west property line. Per MOA records the 1985 bed type drainfield for Turnagain Park #2; Block 1, Lot 1 is 5 feet from the property line. In short, the proposed drainfield would be approximately 10 feet from the existing bed on the adjacent property. 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. lncerel . .,, - Jeffry ernes P.E., M.S. President j 3701 East Tudor Road, Suite 101 `Anchorage,Alaska 99507-1259 Phone: (907) 337-6179*Fax:(907)338-3246'Website:www. garnessengineering.com \ \ - \ \ DENNIS WAY \ \ \ \ r s \ilk \ \ , 1. \\\ 1... \ 100WELL RAD/US 'o 06,4 •\ \ ,\ TURNAGAIN PARK#2: TURNAGAIN \ BLOCK 1,LOT 1 ,Air PARK#2: BLOCK 1,LOT 3 •\ i."In• 100.WELL p01Us \ \\ 64� i hikCLEMENTS DRIVE 'CO \`\ / BIOCYCLE e SPE \ 7/ a • ..... TURNAGAIN PARK*2, \ iii... • BLOCK 2.LOT 1 / • \ // \ / \ / ,\ (/ •\\O �j \ L9� ,.. \1 / "PA, \ G1'' B • �\•\ \• SCALE: I'L\• \'\ 1"=100' -9f-.\\ `\ ..1�\\�\,Ii 44 Ar t' i\ c I •A. .. • GARNESS ENGINEERING GROUP Ltd Via.*�/ .4 ' •%\* to CIVIL&ENVIRONMENTAL ENGINEERS 0 • 3701 E.TUDOR ROAD.SUITE 101'ANCHORAGE,AK 99507'PHONE(907)337-6179'FAX(907)338-3246'WEBSITE:www garnessengineering.com 1:'g3 t PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0I 1. • •Y mess :•4,• ROBERT WAITES 240-3807 1 OF 2 �•� ; C6-7953 f '.„ a • PROJECT/LEGAL DESCRIPTION: DRAWN BY: •4.< .• iii.( 13.<§'.• TURNAGAIN PARK#2; BLOCK 1, LOT 2 L.K.B. *�FO•../�••••• • •• •(". \, �• TYPE OF WORK: DATE: .01 "'I `S`;; �4. SEPTIC SYSTEM UPGRADE 7/17/2017 #AECC884 �� /". . i 1 DESIGN CRITERIA: GEG,Ltd.HAS A 8 PAGE SPECIFICATION I 1 NUMBER OF BEDROOMS:3 LETTER THAT PERTAINS TO THIS DESIGN.TO NOTE:THE CONTRACTOR SHALL HAVE n GALLONS PER DAY(GPO):450 OBTAIN A COPY OF THE LETTER CONTACT GEG. PROCEEDING FORWARD D THE NORTH &WEST LOT LINES,AND Plj PERCOLATION RATE/S:60 MIN/INCH THIS INSTALLATION,THE ENGINEER,WELL DRILLER, ALL PERTINENT WELL RADII FLAGGED PROPOSED APPLICATION RATE:045 CONTRACTOR AND PROPERTY OWNER AGREE BY A REGISTERED LAND SURVEYOR MINIMUM DRAINFIELD SQ.FT.: 1000 FT' THAT THEY HAVE READ THESE PRIOR TO CONSTRUCTION. SPECIFICATIONS AND AGREE TO ACCEPT THE DRAINFIELD DESIGN: TERMS AND CONDITIONS OUTLINED. ---/-4„ MAXIMUM DEPTH:3.5 FEET ITucuNPARKr2: +` WIDTH:5 FEET rtwBLOCK 1,LOT 3 / LENGTH:2 6 78 FEET(156 TOTAL) //�/ EFFECTIVE:1.5 FEET REDUCTION FACTOR:0.78 /:� / `,`', ACTUAL SO.FT.:1025 FT' i' APPROXIMATE LOCATION f OF EXISTING SEWER LINE TURNAGAIN PARK A2 BLOCK 1,LOT 1 `` „ ` •,�`` 'APPROXIMATE LOCATION OF ':' 71 EXISTING TANK TO BE DECOMMISSIONED PER UPC +```1^1,'r-~`� - - -- #��i APPROXIMATE MANAMADE POND LOCATION PROPOSED 1000 GALLON SEPTIC TAN , -""----- , 'ISTIN INSTALL DOUBLE CLEANOUTS BEFORE / 15-20%/ • AND AFTER TANK:INSTALL FLOW r f '� B• BROOM HOh DIVERTER AFTER DOUBLE CLEANOUTS i \ �� tiolk �\ ,\ 10 FEi , i 5 FOOT LOT LINE i 1979 TRENCH TO WAIVER REQUEST C� I REMAIN IN PLACE � �S0\�. DRIVEWAY , -- M� 05°/ F. , 15-20% „„...- C � C• 15-209° ap. ----—- FS 1 1983 TRENCHES TO BE DECOMMISSIONED; / � 5-10°k 1 WEST AND EAST TRENCH TO BE EXCAVATED C.s \. ,A ;; .' 1> AND FILLED WITH SAND WITHING 10 FEET OF H.# THE PROPOSEDDRAINFIELD 3 FOOT WAIVER REQUEST \.� J' •�' i / O ,\ �\ /' - ` \ f i �Q \ a Iv / V� ` /' M Q f \ 'V ��i r,'F PROPOSED DRAINFIELDS 7 O / �` 1 / '9'V \` 5-10-f /-/• dC `,?`�� ti� �\ .� Gv TURNAGAIN PARK art: 1(Ae-. '''' N � \ / 1 BLOCK 2,LOT 1 1 J 4 • i 1 / 5 . SCALE 1 z. V V ""A \ \1 \ i 'L �. • �_;° Ire , . GARNESS ENGINEERING GROUP Ltd s I 4. 1 *��% �• CIVIL&ENVIRONMENTAL ENGINEERS • I T 0 3701 E TUDOR ROAD.SUITE 101•ANCHORAGE.AK 99507-PHONE(907)337-6179-FAO(907)338.3246-WEBSITE:wwwganessengn eenng.;,om I..._ 0 PREPARED FOR PHONE NUMBER: PAGE NUMBER ♦ {n•;• •' •!, '' - ess 144• ./: ROBERT ROBERT WAITES 240-3807 _ 2 OF 2 #c:J, CE 795 °_� PROJECT/LEGALDESCRIPTION: DRAWN BY. .. ;' I g1�ge: TURNAGAIN #2; BLOCK 1, LOT 2 PNB 1# ♦••_____ _______•(`�'{��A\., • • TYPE OF WORK. DATE: LICENSE +41 SS1e•' SEPTIC SYSTEM DESIGN UPGRADE 7/18/2017 #AECC884 "'� } .4t\ ..7.• •.1:C.14. Alf 1G_ •(9�� � Y N *'" �/� : *GARNESS ENGINEERING GROUP, Ltd ; - IGd. • • CIVIL&ENVIRONMENTAL ENGINEERS 370'E TUDOR ROAD SUITE 1�D1'A4C14ORAGE.AK 99507'PHONE 190713374179'FAX 19071338-3246'WEBSITE.www.pdr`esserq�ne¢r n9=0n •>/ •" ; i Jill •arness WSOIL LOG - PERCOLATION TEST • -7 53 l- -, • LEGAL DESCRIPTION: TURNAGAIN PARK#2;BLOCK 1.LOT 2 _ ♦..�F.�, '8"/r• c4 PERFORMED FOR: ROBERT WAITES DATE: 6/7/17 *4 °4'°ROFE `SS A4�•• DEPTH "-- #AECC884 ,LICENSE 1�R�����+� (feet) ,•—••—••—•,—•• ---- ORGANICS TEST HOLE #1 1 • SOIL CLASSIFICATIONS SITE PLAN ■ •:3 IIP 1, a'` GW `� : ORG •• ■ �' ^ GM �1 , CL 4 ! ■ GC l OL 'P- •• o°o°°09•, SW MH Q • ■ ••`■••■ SP CH \' • • SM J ./ ,/,', OH Q ■ • + . f. SC O.\ t; — ■ ■ e'• ■ DEPTH TO Q (. - • • GROUNDWATER DATE �4 N CS 8 — ■ ■ DRY 6/7/17 • • • ■ 13.5' 6/8/17 SCALE: 93 • .`'1 9.8' 7/14/17 1'=100' • • 9.8' 7/17/17 • 10 • • • • DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 • • TIME (MINUTES) READING (INCHES) • ■ 6/8/17 1 3:00 - 6" - 1'2 — . • 2 3:30 30 5.50" 0.50" ■ • - 13 3 3:30 6" • • . • 4 4:00 30 5.50" 0.50" 14 — • - • 5 4:00 6" • • • i 6 4:30 30 5.50" 0.50" 15 — • • • • 16 IiO11. 17 — 18 PERCOLATION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 4.5 FT. AND 5.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: U 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 7Fi FO MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 111 DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION  ENVIRONMENTAL ENGINEERING DIVISION · ~ 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ~ ~ ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME MAILING ADDRESS LEGAL DESCRIPTION LOCATION m < Material No. of compartments ~ ~ Liq, capacity in gallons rF HOME.DE: Inside length Width Liquid depth ~ ~ DISTANCE TO: Well Dwelling PERMIT NO. O Z ~ Manufacturer ~ -- ~ Material Liquid capacity in gallons Nearest lot line PE~MI~NO ) > O ~ ~ DISTANCE TO: 1¢O ~  Length of each llne Zota~gth of Jnes Trench w~J~ i Distance between lines Top of tile to finish grade J ~ ~aterJal beneath tile Total effective a~sorgti~ area Length Width Depth PERMIT NO. < ~ Type of crib Crib diameter Crib depth ~otal effective absorption area ~ 31ass Depth Driller Distance to lot line ! PERMIT NO. ~ DISTANCE TO; Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS f~ I~'~ 5~S'~ INSTALLER ( ~¢ ,. '"~./HEFtLTH RN[:, EN, IR-NHENTAL' ~- ~' ~b4 4, RF'F'LICRNT .Jilt'lES ETHINGTON ,:,k4._''=-kl OLE:' SEt4flRD Hb.l'¢. LOCfiTION LEGAL LOT~ '~' BLK & TURNflGRIN FHRK'- '" LOT SIZE $~99'~9 SQLIRRE FEET HE, buRFTIuN_ tzTEIt Iz,.'-' TREN_.H - -,UIL RATING ($Q FT, E,R.*- THE LENGTH OIHEN$ION I5 THE LENGTH (IN FEET) oF THE TRENCH OR [:'RRINFIELD. THE DEF'TH OF R TRENCH AR_ . PIT ~5 THE OI$TRNCE BETHEEN THE ~.-,URFHL. E--' OF THE GROUN[:, RNE:, THE E~OTTOM OF THE E?,CH,HTI_N'"-~F- - '::IN FEET::,. THERE ~ NO SET WIDTH FAR_. TREN_.HE=.¢' '- THE GRR',,,'EL DEPTH IS THE NINIMLIH E:,EPTH OF GRAVEL BETHEEN THE OUTFRLL PIPE AND, THE BOTTOM OF THE EXCAVATION <IN FEET::,. F'ERNIT_ c ..... HFFLI_.HNT HAS THE RE-P_N_IBILZT~ TO INFORH THI~ OEPRRTHEHT C'URING THE &N-THLLHTIuH INSPEE:TION$ OF RN'¢ HELLS RE:,JRCENT TO THIS P~-IPERT~' '- ' ' AND THE NLIHBER OF RESIE:,ENCE$ THAT THE HELL HILL ': ' BACKFILLING OF RN'¢ S'='$TEt'"I HITHOLIT FINAL INSPECTION RNC, RPF'~'ZVRL B'¢ THIS DEPRRTHENT HILL BE $UBTECT TO FRL_EL. LITION.' '~ -' NINIP1LIH C,I$TRNF:E. E, ETHEEN R HELE AND ANY ON-SITE =,E[IH=E'- -R B'ISF'O$RL -,~-,TEH Z80 FEET FOR R PRIVATE 14ELL OR &50 TO 200 FEET FROH R PUBLIC HELL C'EF'ENB, ING UPOH THE TYPE OF PLIBLIC: HELL HZNZMIJH DISTANCE FRON R PRI'¢RTE NELL TO R PF:I',/RTE $EHER LINE IS 25 FEET RNE:, TO R 6:OI'"IHLINITN' SEHER LINE IS 75 FEET. =,FEL. IFIL. HTIuNz AND CONSTRUCTION [ IRGRHH_, H~RILHBLE TO INS_IRE FFLPER INSTALLATION. F"EF.."i"I I T E)'~:P I RES ['~EC:EI'"IE:EF.:-:,- ::L ..~ -' l:~._.~." '-- ~:' I C:ERTtF~' THAT i: I RH FRNILIRR HITH THE REQLIIREHENTS FOR ON-SITE SEHERS RN[:, HELLS RS SET FORTH E:'¢ THE HLtNIC:IF'RLIT'¢ OF ANCHORAGE. ~. I HILL INSTALL THE ':' '- , -,~zTEH IN RC:COR[:'RNCE HITH THE CODES. 3:: I UNDERSTRNO THAT THE ON-SITE SENER S'¢STEt,1 HR'¢ RE6,LIIRE - ' IF THE RESIDENCE IS REMODELE[:, TO INCLUDE HDRE THAN m: BEg, ROOMS. ENLHRGEt,IENT SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION '~i~ PERCOLATION TEST 82§ L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST OL 1 -- 3- 4 5 7 8 10 11 13- 14- 15- 16- 17 18 19 2O COMMENTS TEST RUN BETWEEN WAS GROUND WATER ~ ENCOUNTERED? r~o pO E IF YES, AT WHAT ~ DEPTH? 12"d/tn eke bole. Reading Date Gross Net Depth to Net Time Time Water Drop I~'.~ I()~;';~. ~ ~o , 0Z ""RCOLAT~ON .ATE ~¢: '( '~ ~/O~/~.(~in.,~/ ~ .EREORMED BY: AD/W 72-008 (6/79) CERTIFIED BY: OATE: / ~ ~/ MUNICIPALITY OF ANCHORAGE ', , DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE h Manufacture~'- F; M~O~'~g No, of co rtmonts ~ DISTANCE TO: Well /~6 r Fo..dat,o.70[ Nearest lot IJne/o' PERMIT NO. 7 EgO/~ ~ ~_' ~ ~ ,. Total length of line, Trenc:~idta inches Distance between lines Top of tile to finish I zz ~ SOl E ~EST RATING / i ,,,,,,, ..... APP~OVE~ / DATE LEGAL THE LENG-FH DII',IE:I,,IS]:O['.,I )2:'.:; '[I"IE LE'.NGTt"I '::IN FEET) OF THE TF?.tENCII C!I,~: THE E:'EPTI-I OF' I::1 Tt:;~'.:F:::I'.,ICH OF?. I:::']:"I' I5!; 'TFI[:: I):[5;TF!!",IC:IE E[t;ETi.,tiEIi:I'q THE :SUF?.F:'I:::ICE: OF' THE: f_]il~:OLIN[) FIND THE t:~',CVI~'['Oi"I CI]::' THE E:':;C:FI',,,'!:!TZOiq ,:::(1",1 FEI:CT). TF'I[F3:~:E ZE; NO SE:T .~qZ[)TH FOF.'. I'I:;~:F!:I",ICHES. -['HE (EiF~:FI'v'EL DET:'TH Z.':'-!; TFIL:: I'"!ZI'-,IZi'"II..II'"I D[EF:'TH OF:' GRF:IVE'/L. [3ti:_::!'[,.IE::E:I'.~, THE: OUTFFILL. F'J'!:::'E: I::IND 'T'H[:_": E:OTTOM OF THE:: E',~'~',E:FI'v'FIT :[ ON ( ]: F,I FE:ET ). rl..Ri't. I F:IF'F'L.]ZE:FII',FI" II .... THE [4:E::.!;F'ONS!;;£EC(L):-F'./ "r':' lf"~I::CI';'I'". 'T'H:(S [)EF, F:!FUr'I,!,.r:i:t,.,iT [)l_lN,:l'.,!l:i THE ZNIS;TF:II.J.J::IT~[OIq J.v,!::,l~E:...,[]~.lq:, f"lF:' I::li'-,!'r' I.,.IEZLL?7., I:I[).)T-.iC:I~I'.,IT '['0 '1'1-1):':~ f R..., E.!. ~ F:t!'.,iD !1..1~:: I'.~I..IJ',iE',E[;i: FF FiES:!'[:,Ei'.I:F::i~ T!.IF:IT THE P.IELI.. 1.4ZIJ_ P'l:f. ['-,! I f'lLll'q D Z ?f'F:liqCE E:lii:'l"l,l[;[.-::t.,I Iq HELl.. FII'.,ID :I_OO FEE:T FCII'~'. F! t::'[4'.]:'v'FITE HEL. L.; :t'.50 TO ;;_'~!i1¢_.'~ F'i:EET f:['4'.(:lf,1 F:I PU[31... :[ E: NE:L.L. DE;F'EI'.,IDZI'.,!Ei L.II-::'EIN THE "t'"r'F:'E: CiF' F'UE:L:i:C I,.t[E[ L. !.,.IE:L!. l..OEi'.:5 F:It;['.[E F'~:F-:;(;!UZF;'.E:D t::IN[) t"ILI'_:i;T E~[C IR[E'I-LIF?.i'-,![:D TC) ']'HIE DI'::']PF:iF;:TI"IE:I",tT I.,.I;(TH.'I:I",I 2:el [:,1::l'-:".:5 OF -['l-'l[E I.,.IEEL. L COMF'L._r,£T:[EiN. OTHi~F4'. [:~:E)]ql.J~[[;;:l:5:f,lEf.,F['5: i'"ll:::l'.r' FIPI:::'L'¢. 5:';F'EC:IF:(CFITZCff.,I'_:5 f%,'RZI_.F[B!_..[: TO ZI",I:!.!;UFe. E F:'I:~:OI::'EF~: '-I.'NS:;TFILI..FIT:[ON. CERT :[ F"r' TH f::fT FIN F 1:::!1"1 :[ L ]; I:::1 [;?. E~'¢ THE i"ILIF,IZCIF'I::IL.:!:T'¢ OF FII",ICI"tCI[;;:I::IGEiL I-'.!ZLL. Ii",I':':;TRLL THE: 5;"/SI"E::t'"I ]:1",!. FtCCCII:';:DF:INC:[C I.'IZ'i"F! THE: UND[~I?.STRI",!D THFIT Tl"'lf::' ON'"'SZTE: 5;['~I,.IE:F;'. :i;'.r%TE!*l I"IFiV F,:E'%Z[;,I:i;NC[!:: I5 ~:Er,'IO[:,Ii;~LED TO ZNCL.UDE I',101.;~% TFIf:tI'-,! ~:~; :::' ................................ EP,I[..I:rlRGEP'IE!;I",I']" _I;F' T!"!!:[ L~,? MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Pouch 6-650, Anchorage, Alaska 99502 276-222'~ SOILS LOG - PERCOLATION TEST SOILS LOG [] PERCOLATION TEST PERFORMED FOR: ~~x' ~ LEOAL D~SC.,PT,ON: O/or 5OO..dOaO, ~ DATE PERFORMED: SLOPE SITE PLAN 3- 4 5 7 8 9, 10 , 11 12 13 14-- 15 16- 17- 18- 19 20 COMMENTS ° {© WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE TEST RUN BE'rWEEN FT AND (minutes/inch) 72-008 (7/76) (907) 243-7893 KEN JOHNSON KE N'S COMPANY WATER WELL~ DRILLING PUMP SALES & SERVICE i'day 3t, 1979 3163 LINDEN DRIVE ANCHORAGE, ALASKA 99502 Jim Ethington Lot 2 blk 1-Turnagain ?ark NOo 2 Anchorage, ~laska ',~J~R ,~LL LOG 0 fto to 2 fto 2 fto to 6 fto 1. ft0 boulder...hand dug°° ?~s r silt with course ~ravel cobbles & ~ ~-~ ~- 6 fro to ? fto ? ft0 to 20 fro 20 fto to 30 ft. 30 f~. to 34 ft. 34 ft. to 53 ft, 53 fto to 65 fto 65 ft. to 8~ fto 85 fro to 95 fro to 105 ft to I07 fro to !17-6 117-6 to 118 i1.8 ft0 'to 12~+ ft to !39 ft. 139 fro to 16~ ft. 16~ ft, to 165 ft. Boulder. cobbles and Stay silt with course gr,[vel course zravel ( ~" to 6" ) with gray silt compacted.° very ti~ht..drill and drive ~,ied. zravelwith graysilt..drills open cement ~rave! ( very tight ) ~rave! and zray silt ( tight ) same, but looser ( can drive plug ) 95 ft. s:ame,~but tighter 105 fro v. ed. sand..some vr~-vel..wee? water, no head. 107 ft. Dark brown Silt wi'Ch sand ~jravel and ];ray ,silt clean sand and :i:ravel 12 fto head bails down with slow recovery cement ;iravel ( very tight ) brown silt ,v~ta some =~raveI cemSnt gravel ( very tight ) clean course sand and gravel., water Static, ..85 ft ~ + bailed ? hrs-. 'at 10 GPM Dra.wdown 20 ft. ( ~ood recovery ) .:~ater clearinz rapidly.. Bottom st'able Set ~)ump at !55 £to bearing° Certificate of On -Site Systems Parcel I.D. 018-241-29 8 9 0 '9) RUM- S A ETY J L 26 )2017 UL 2 6 2017 roval 1011VAw"An Complete legal description Turnagain Park #2; Block 1, Lot 2 Location (site address) 2321 Clements Drive *Anchorage, AK 99515 Current Property owner(s) Robert Waites Day phone 240-3807 Mailing address 2321 Clements Drive *Anchorage, AK 99515 Real Estate Agent Jed Weingarten Day phone 727-5333 2. TYPE OF DWELLING: N Single Family (w/wo ADU) Fj Duplex [:1 Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual M Individual Water Storage El Holding Tank 0 Community Class Well D Community 0 Public Water System 0 Public Sewer 0 WaiverNariance request for: Distance: Received by: Date:. COSA to be rel4§erl to the engineer, unless otherwise requested by the engineer. COSA Fee $ .(.4 Date of Payment a Receipt Number %-+� COSA # ?i t2 Waiver Fee $ Date of Payment Receipt Number Waiver # As certified by my seal affixed hereto and as of the validation date shown below, 1 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: '12, I " In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. System #1 Approved for bedrooms #AECC884 System #2 Approved for bedrooms Disapproved : or Conditional approval for bedrooms, with the fallowing s- ulations: ON-SITE VVASTEWATF PROGRAM _'3 By: 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 Well Flow Advisory Other COSA blue sheet_10-10.12.doc Ifmore than 1 septic system is on the lot: COGAChecklist # —of _ Structure served by this system Legal : Tur»o � P Parcel |O: 018-241-29 ' A. WELL DATA Well type _Private _ KA'B.orCprovide PVVS|O# N/A Well Log (YY0) Yes Date completed _5/31/19/9_ Sanitary seal (Y/N)i_ Wires properly protected (Y/N) Total depth l65_ft. Cased 0o_{NWK_ft. Casing height (above ground) in. FROM WELL LOG Date oftest 5/31/1979 Static water level . Well production 10 g.p.m. WATER SAMPLE RESULTS: AT INSPECTION 5/19/2017 Coliform 0 cokmiea/100mi Nitrate 0.372 mg./L. Collected by: GEG, Ltd. Arsenic: «D<5ug./L. Date ofsample: B. SEPTIC/HOLDING TANK DATA TankTvoe/Mab*ria| Date installed 7/20-21/2017 Tank size _l0\0_gal. Number ofCompartments _2_Qeanouto(Y/N) Yes Foundation cleanout 0/N\ Yea Depression over tank (Y/N) NO High water alarm (Y/N) Date ofpumping New Pumper C. ABSORPTION FIELD DATA Date installed Soil rating EDorft2/bdrnn)O/45 System type Shallow Trench Length 78 & 78 ft. Width 5 & 5 ft. Gravel below pipe ft. Total depth h. Eff. absorption area 1800 ft' Monitoring tube Yes Depression over field No Date cfadequacy test Results (Paua/Fai|)_Pass �- For 3 bedrooms ` Fluid depth in absorption field bofovatest_– _(n. VVeteradded_– _gal. New depth _– in. BapoedTinla:_– _min. Final fluid depth _–__in. Absorption rate >= g.pd. Any rejuvenation treatment (past 12mo.)(Y/N&type) None |fyes, give date ___–�___ Date installed Size ingallons Manhole/Aooeoa0(/N\ "Pump on" level at -in. "Pump off" level at . wa er alarm level at in. Cycles tested Meets alarm Qcircuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ONLOT TO: Septic tank/lift station on lot 100'On adjacent lots ' Absorption field on lot ' Onadjacent lots ' ` Public sewer main Sewer /septic service line 25'+ Public sewer manhole/cleanout 75'f Animal containment Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation ' Property line ' Absorption field ' Water main 10'+ Water service line 10'+ - Surface water 100'+ Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line Building foundation Water main Water service line 10+�Surface water Drivevvay.parking/vehicle storage 10'+__ Curtain drain None Known Wells on adjacent lots 100'+ *3 feet towest property line, 5feet tonorth property line (WR#OSV171O52) / certify that / have determined through field inspections and review ofMunicipal records that the above systems are in conformance with MOA COS4guidelines /neffect onthis date. Engineer's P{tdN JEFFREY A. GARNESS 7m Date ORov. nmn OF A SO 02olA fix;. SO 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 Parcel I.D. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING GENERAL INFORMATION Complete legal description Lot 2; Block 1; Tur~gain Park Subdivision 14~ Location (site address or directions) Property owner Mailing address Marti Shirley 344 W. Corral 2321 Clements Drive Anchoraqe, AK Day phone Soldotna, AK 99669 Lending agency CZ%~ MortRaRe At, n: Aaron Day phone Mailing address 1¢1 w. F~¢¢d Lane. Anchorage, AK Agent Jed Winegarten/DYNAMIC PROPERTIES 262-3596 Address 501 West Northern Light~ Anchorage, Unless otherwise requested, HAA will be held for pickup. Day phone 279-7611 AK 99503 NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: XXX If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: NOTE: XXX Individual on-site Holding tank Community on-site Public sewer If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72~}25 (Rev. 1/91) Fro~t MOA ff21 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm ~ Phone ~'¢'¢'~-- ¢'7 ¢' Date A-. S & S ENGINEERING aaress i;'C~4 ~=~!"- ."_!v-, Loop Engineer,s sig&~?iver, A~ DHHS SIGNATURE ~ Approved-for //J~-~,~,/)bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations; Additional Comments The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 1/91) Back MOA ~21 Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: ~'T~ ~ / ~-~,¢J, JA(~/A/'/~-,'/~/a,//~ Parcel I.D. A. Well Data Well type /~ Log present ~1) If A, B, or C, attach ADEC letter. ADEC water system number /C'/~/~- Date completed ~/,.T//~' Driller ~"?'/J'~ C-.o/~1/-°/~/'J'7'' Cased to ~of 7"- Casing height / ~ Wires properly protecte~l) ~7~'~ Total depth /~ Sanitary sealskiN) ~'~ Date of test Static water level Well flow Pump level1 SEPARATION DISTANCES FROM WELL TO: Septic/.l~tank on lot '-~//(_.~ '-+ Absorption field on lot ('d2o er- Public sewer main ~-~'~ ~ Sewer service line 2-~'- (-~- FROM WELL LOG AT INSPECTION ~ m /~ g.p.m. ~, ~ g.p.m. ~ < ; On adjacent lots ,/OO ¢- ; On adjacent lots / ~ r~- Public sewer manhole/cleanout /~d-~r~' Petroleum tank WATER SAMPLE RESULTS: Coliform ~/{~D ~ Nitrate ~'[~ Date of sample: ~/fEq: Collected by: Other bacteria B. SEPTIC/HOLDING TANK DATA Date installed ~//'//''~ ~' Cleanouts(~) High water alarm (Y/qNNNNN~'~ Date of pumping ~/I~{ ~ ~ Pumper SEPARATION DISTANCES FROM SEPTICYN~L=~If, I~'TANK TO: Well(s) on lot / / O ~ On adjacent lots To property line /~) 5f- Absorption field //' Surface water/drainage / ~0 ~ ?~ Tank size /~ ~ (- Compartments Foundation cleanou~l) ~C~ Depression (Y~ Alarm tested (Y/N) ,'~///-~ Foundation ~ Water main/service line 72-026 (3/93)° Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Size in gallons Manufacturer "Pump on" level at Vent (Y/N) High water alarm level Meets MOA electrical codes (Y/N) ~ SEPARATION DISTANCE FR~TO:  On adjacent lets D, ABSORPTION FIELD DATA Manhole/Access (Y/N) "Pum~ Cycl~sted Sudace water Date installed ~/I///?'/ ~ r~/'~°/~''~ Soil rating (GPD/FF) /Z~' ~$/t~,,?'o~/OSystem type Length ~*~q~Z-~l~} Width ,-~(~'/~ 7-/-b n ' ~ (3 ? ~"-~£~":~') ...... N Total absorption area ~ 7"¢¢J4L_ Cleanou[ pruoo.t~ ) Water level in abso~tion field before test O ", 7 ~"j ¢ ~" Peroxide treatment (past 12 months) (Y/N) ~¢~¢ Depression over field (Y~)~ ~ Aftertest (~, ~ / ¥, If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot To building foundation On adjacent lots ~.~© Sudace water / On adjacent lots J ~ [-/- Property line To existing or abandoned system on lot ~- Cutbank ..U~/E /¢..¢4~L0-- Water main/service line Driveway, parking/vehicle storage area E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA Signature Engineer's r/.ame170~~ ,~.=~ ,-:~,,~ ~ . // '1 HAA Fee $ Date of Payment Rece,pt Number 72-028 (3/93)' Back Waiver Fee $ Date of Payment Receipt Number MUNICIPALITY OF ANCHORAGE Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING Parcel I.D.# 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include 10t, block, subdivision, section, township, range) ' ~:: Lot 2; Block I; Turnagain Park SubdivZsion; .... : Location (address or directions) 2321 Clements Drive (b) Property owner Daniel Nix Telephone : (home) 345-7112 Business Mailing Address 232~ C~ements D~ve Anchorage, Ak. (c) Lending Institution Northland Mortgage Company Telephone Mailing Address N.H.P. REAL ESTATE & MANAGEMENT (d) RealEstate Company and AgentATTN: Joa~e Freeman Address 3400 Spenard Road Suite #6 Anchorage, Alaska 99503 .? ' Telephone 278-8116 (e) Mail the HAA to the following address: (or check here [~, if hold for pick up.) List contact person and day phone number below: S & S ENGINEERING Eagle River, Alaska 995~7 2. TYPE OF RESIDENCE Single-Family r~ Number of bedrooms 3. WATER SUPPLY Individual Wel lY~ Community [] Public [] Note: If community, well ~ystem, must have-written confirmation from the State Department of Environmental Conservatibh attesting to th legality and status. ' : 4. SEWAGE DISPOSAL On-site ~x. 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. 72-025 (Rev. 7/88) Page 1 of 2 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm $ & 5 F~NGIN~RiN~, Address 17034 EaGle River Loop Road I%, 204 · Eagle River, Alaska Date Telephone 6. DHHS APPROVAL Approved for ~ bedrooms by Approved /~"x Disapproved Terms of Conditional Approval Conditional 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)Back Page 2 of 2 A. WELL DATA Well Classification MUNICIPALITY OF ANCHORAGE (MOA) Health Authority Approval (HAA) ~ F ¢:I~¢E~I~IST - FEBRUARY 1984 E-~, E ." ~: L~ 343-4744 FE~ 7 ~'~1 Legal Description: I-lea~h & Human Services' Well Log Present (Y/N) ~ Date Completed Total Depth ! ~ -~-'?Cased to ~I)"~ Static Water Level '~ / Casing Height Above Ground Electrical Wiring in Conduit (Y/N) SEPARATION DISTANCES FROM WELL: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on Lot If A, B, C, D.E.C. Approved Depth of Grouting -- Pump Set At L) ~ ~ ~ ~ Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) ; On Adjoining Lots ; On Adjoining Lots To Nearest Public Sewer Line -'~ ~ ~ To Nearest Public Sewer Cleanout/Manhole To Nearest Sewer Service Line on Lot ,2 ~- -t- Water Sample Collected by ~ ~' ~:~ ~'A)~/~J~0~I~J'~ ;Date Comments B. SEPTIC/HOLDING TANK DATA Date Installed -~- //- "~ Size ,/~o~O~,~/ No. of Compartments ~- Standpipes (Y/N). 1~ Air-tight Caps (Y/N) ~ Foundation Cleanout (Y/N) I ,~ Depression over Tank (Y/N) h,J Date Last Pumped [ -- g z./ _ ~ I Pumping/Maintenance Contact on File (Y/N) , Alarm Holding Tank High-Water (Y/N) AJ/(~ ~/IA ; for /~)/~ Temporary Holding Tank Permit (Y/N) /tj/~ SEPARATION DISTANCES~R~OM SEPTIC/HOLDING TANK: To WaterrSupply Well ~/I~,~ ;~ To Building Foundation -~" To Disposal Field ! I To Property Line To Water Main/Service Line To Stream, Pond, Lake or Major Drainage Course 72-026 (Rev. 7/88) Front [ Page 1 of 2 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata /2~~ ~' ~/~,~o~//dCType of System Design Datelnstalled ~/I ] /' '¢~. . '¢- -~1- ~ ~ 0 _,r~:.~ LengthofField ~--/~ ~-c,¢~1 Width of Field ~ ~2"~ ,2-/-/ /~ Depth of Field __~ ~-o (¢ ~ .. Gravel E)ed Thickness ~ ~," Square Feet of Absortion Area ~¢ ~¢'~-[~7 -/ ~o6.~Statndpipes Present (Y/N) Depression over Field (Y/N) ~ . Date of Last Adequacy Test Results of Last Adequacy Test ,~-."~ ,P~ .~ .% '~ ¢' .~-'o ¢' ~ ~ SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water-Supply Well / CO ~' To Property Line / To Building Foundation~ / O ~' To Existing or Abandoned System on Lot f/ O '/~ ; On Adjoining Lots % O ' To Water Main/Service Line [ ~ './c To Cutback (if present) To Stream, Pond, Lake, or Major Drainage Course t/ O O / ~' To Driveway, Parking Area, or Vehicle Storage Area ~ © ' ~ Comments D. LIFT STATION Date Installed "% Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Meets MOA Electrical Codes (Y/N) Comments Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. **Check Permitted Bedroom Rating Against HAA Request** I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effec}f~ inspection. Signed S ~;, s EN(~J['.]EEEING. ~'~:'~::':;~ Company l-~agle Eiver, Alasl-:a 99577 '. ,. MOA Receipt No. Date of Payment Amount: $ 72-026 (Rev. 7/88) 8ack Receipt No. Waiver Fee: $ Date of Payment Page 2 of 2 ~, APPLi? ,NT FILLS OUT UPPER HA' ONLY Lendinglnstitution ~Z/~ ~L/~'{)l~ ~//~ ~- ~0 ~;.~/~/ Address ~N~()~/ ,~ ~'/I()~/L~(~7/Ji~//J~'//~/~!)~'~'~ /://~ ZipCode RealtyCo.&A~nt ~Z~,~/,~]/~ c~/- ~Z~//~.~, /~/~, Phone Date Date Date Date Inspector Inspector Inspector Inspector~f~ '<l Field Notes: ~, MUNICIPALITY O~- ANCHORAGE z~"~,-~ ~,~)- DEPT. OF HEALTH ENVIRONMENTAL PROTECTION RECEIVED ( ) APPROVED BEDROOM8 *OONDITION8 OF APPROVAL DISAPPROVED Soils Rating Date ~wer Installed Well To Absorption Area :, ,~ Well Log Received 72.023 (3182) POUGH 6--650 ANQItORAGE. ALASKA 9950? (907) 2B4 4I 11 June 3, 1983 To: James Ethington Daniel Nix Alaska Mutual Bank, Attn: Carolyn Smith Subject: Intent to Revoke On-site Sewer Permit, Lot 2, Block 1, Turnagain Park Subdivision On March 10, 1983 this office received an application for Health Authority Approval relating to the sale and subsequent financing of the subject property. On March 10, 1983 this office sent a letter to James and Martha Ethington (copy attached) outlining certain steps to be taken prior to our approval being granted for the on-site sewer and water facilities. Commensurate with these instructions, an adequacy test was performed on the on-site sewer system by Alaska Environmental Control Services, Inc., the results of which indicated that the existing system was not acceptable for a 3 bedroom home. Subsequently, on April 18, 1983 this office conditionally approved the Health Authority Approval subject to monies being escrowed to have the existing wastewater disposal system upgraded to meet the minimum requirements for a 3 bedroom home. On April 28, 1983 this office issued an "on-site Sewer Upgrade Permit (No. 830302) to James Ethington for the upgrading of the existing system. The dimensions of the required upgrade were based on a soils test performed by Gary Player for Jim Ethington on March 2, 1979. This test indicated that the "accepting" soils were rated at 125 square feet per bedroom. Based on this soils data (furnished by Mr. Ethington) the amount of system upgrade required was 21' of 6' deep trench with a gravel depth of 4' On May 3, 1983 an on-site inspection was performed by Alaska Environmental Control Services, Inc., of the upgrade system. During this inspection, it was observed that the accepting soils in the upgrade trench were not the SW soils (125 sq.ft, per bedroom) as indicated on the original soils test. A percolation test was then subsequently performed by Alaska Environmental James Ethington, et al June 3, 1983 Page 2 Control Services, Inc., and the soils were determined to be SM with a rating of 313 sq.ft./bedroom adjusted to 410 sq.ft./bedroom (see attached letter). Under this soil' condition, which definitely exists at the upgrade site, the amount of upgrade system must be 51' of trench 8' deep and 30" wide with 5' of gravel below the perforated distribution pipe. According to the attached letter dated May 24, 1983 the excavator has completed 21' of the upgrade, therefore, to comply with the total upgrade requirement, an additional 30' of trench must be completed. The total upgraded system (51') must be completed before the sub- ject 3 bedroom residence will have met the minimum requirements for on-site disposal of wastewater. We will allow fifteen days for the final upgrade to be completed, however, if the upgrade is not completed by Monday, June 20, 1983, we will then initiate action to revoke the On-site Sewer Permit. Please advise this office as to what plans are being made to comply with the upgrading of the subject system. Sincerely, Robert W. Robinson Environmental Engineering Manager RRfej/D3 P O Uk-C~H 6-650 ANCHORAGE, ALASKA 99502-0650 (907) 264-4111 TONY KNOWLES, MA YO R DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION July 11, 1983 Mr. James Ethington 727 Lawn Drive Chico, CA 95926 Daniel Nix SRA Box 948-B Anchorage, AK 99502 Alaska Mutual Bank Attn: Carolyn Smith SUBJECT: Intent to Revoke On-Site Sewer Permit Lot 2, Block 1, Turnagain Park Subdivision This will continue correspondence on the referenced subject ending with your letter dated June 18, 1983. calculations in support of your theory that the existing on-site wastewater disposal system and upgrade should adequately handle the three bedroom residence. There are a number of inconsistan- cies and invalid design calculations in your calculations; namely, 1. There is a $50 delivery fee included in the price of gravel which will appreciably reduce the projected volume of gravel delivered. The gravel depth of the upgrade is not additive to depth of the original system because these are two systems. the gravel separate The theoretical area available for absorption in a deep trench utilizes only the sidewalls of the trench with no bot- tom or end effect. The effective areas of the original trench (49' long x 6' deep w/4 gravel) is 49x(4+4) or 392 sq. ft. Mr. James Ethington July 11, 1983 Page 2 The accepted procedure for determining the amount of upgrade is to calculate the additional square feet of drainage field necessary to handle the inadequacy of the existing absorption areas. In your particular case, this mathematical exercise is as follows: 3 bedroom wastewater generation = 450 GPD less capacity of existing facility -273 177 GPD underage 177 ~ 150 + 1.18 bedroom equivalent Soils rating at upgrade site = 431 sq ft/bedroom (adjusted) 1.18 x 431 = 509 sq. ft. of additional absorption area. Assuming that the original upgrade performed by Carl's Excavating during June of 1983 was 21' of~6' deep trench with 4' gravel depth, the additional absorption area was 21'x(4'+4') = 168 sq ft. This addition is still 341 sq ft less than the 509 sq ft total upgrade requirement. In order to meet the total upgrade requirement, there still must be an additional 34 feet of 8' deep trench with 5' of gravel. In one of our previous telephone conversations, you indicated that you would be back in the Anchorage area during the week of July 3; therefore, I had assumed that we could continue this case by personal contact. Assuming that you were going to be in the office as indicated, I deferred initiating any further action or correspondence. In the closing paragraph of your letter, you requested an additional 60 day extension of the permit which further indicates that your trip to Anchorage has been cancelled. This problem has already been extended since May 5 which is now Mr. James Ethington July tl, 1983 Page 3 65 days with no action yet in sight. The situation remains unchanged and the system upgrade must be completed. Allowing time for out-of-state mail service, and a realistic allowance for your negotiations with an excavating contractor, we will extend your permit to July 31, 1983. On July 28, 1983 we will have an inspector at the site (or sooner if the remedial work is completed at an earlier date) and if the upgrade has not been completed and approved, we will initiate action to revoke the on- site sewer permit. Sincerely, Environmental Engineering Manager cc; Leroy Reid Alaska Environmental Control 1200 W. 33rd Avenue, Suite B Anchorage, AK 99503 Carl's Excavating Star Route A, Box 1724-M Anchorage, AK 99507 RR/ej/D5 MUNICIPALITY OF ,~NCHORAQ~: DEPT. OF HEALTH ENVIRONMENTAL PROTE. CTION ! CARL'S EXCAVATING Star Route A, Box 1724-M Anchorage, Alaska 99507 344-9044 June 11, 1983 Ms. Caroline Smith Alaska Mutual Bank 1500 W. Benson Anchorage, Alaska 99503 Re: Lot 2, Block 1, Turnagain Park Subd. Ethington/Nix Sewer Upgrade Permit No. 830302 Dear Ms. Smith: Since I was advised by Nancy Swanson a~ Century 21 Sleeper and Mr. Ethington that the funds for work required by the above Municipal Permit are held in escrow at your bank, I am addressing this correspondence to you and would appreciate any assistance you can offer in obtaining payment of the bill for my services. As you know, I submitted an agreement to perform the work ~n compliance with this permit, based on the soil rating stated there!n. My original agreement was for $1,595.00 for 21' of leach line with four feet of rock, based on 125 square feet per bedroom. The soil did not meet those standards and it is my understanding that the Municipality- now requires approximately 35 additional feet of trench to bring the system up to code. I have complied with the requirements In Permit No.' 830302 and, at the direction of the engineer, the initial trench was extended at that time. My bill for_work completed to date is as follows: in accordance with permit Original agreement Additional charges: Engineering: Visual soil analysis $150.00 New perk test 80.00 Re-engineering 45.00 Total Equipment t~me for extending initial trench & additional .perk hole Ad~itJonal rock to date Long distance telephone charges to date $1,595.00 275.00 ~.~' · 640.00 7.8 3 ~': ..~-.: Ms. Caroline Smith Alaska Mutual Bank June/~, 1'983 Page 2 Prior to completion of the initial trench I was told by Mr. Ethington to stop work for several days. He then advised that I could proceed, if I wished, but that he would not be responsible for payment of any funds in excess of those you now hold in escrow for th%s purpose. With less than $200.00 in escrow above my current bill, I can't, of course, proceed further at this time. Therefore, I would appreciate your advising what can be done to obtain these additional funds so that the work can be completed or to pay me for the initial work agreed upon and completed to date. ~ I am sending copies of this letter to the Real Estate Bruker and Salesperson, Mr. Ethington, and my attornev~ I would appreciate your advising within ten days ~f the date- of this letter tha~ satisfactory settlement of this issue can .~ be made in the near future. Failing that, I will refer the matter to my attorney for further action. Vely truly yours, Car~!' s Excavating Carl B. Elsenbast CBE:me r JlRonrnenTAL CONTROL ~nqineerinq 8- ~nuieonment~l Studies May 24, 1983 Department of Health and Environmental Protection 825 L Street Anchorage, Alaska 99503 Attn: Les Buchholz Subject: Dear Les: Upgrade, Turnagain Park Subdivision Lot 2 Block 1 In April 1983, the septic system on the above lot was found to be inadequate. Subsequently upgrade permit # 830302 was issued to establish an adequate system for the 3 bedroom home. However, the original soils report rated the soils at 125 sq. ft. per bedroom, and was utilized for the upgrade design. (Total depth 6', gravel depth 4' and length 21'). During the May 3 1983 inspection, the excavator has installed a trench per specifications on the permit, however, the soils were found to be SM (per attached soils report). The soils were perced at 56 minutes per inch, which is 313 sq. ft./bedroom (per Municipality adjustment 410 sq. ft./bedroom). The soils were consistant to 11.5' with no observed ground water. The result is, the design per permit would also be inadequate due to the difference in soils observed. Design and modifications: Total Depth 6' 7.5' Gravel Depth 4' 5.5' Length 69' 50' The Excavator has 21 feet installed and inspected; however, this office feels in view of the soils observed, that the modified design would provide a more adequate system. If this office can be of further assistance please contact me at 276-1361. Sincerely, F Larry Montgomery Approved by: 1200 L~est 33rd ~ucnue, ~uile [~ · Anchort~q¢, Al~$k~ 99503 · (90?) 276 1361 ,ALASKA /ul onmenTAL COm OL APRIL 14 1983 ALASKA MUTUAL BANK/CINDY LAKE 1500 W. BENSEN BLVD. ANCHORAGE AK 99503 SELLER - JAMES ETHINGTON SUBDIVISION-TURNAGAIN PARK #2 BUYER-DAN NIX BLOCK-1 LOT-2 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN UNKNOWN AREA. THE SYSTEM IS CAPABLE OF ACCEPTING 273 GALLONS OF W~ER PER DAY.. THE SURGE CAPACITY OF THE SYSTEM IS 500 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ~ACCEPTABLE FOR A HOME OF 3 BEDROOMS. THE SEPTIC TANK WAS PUMPED ON 3/24/83 . SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF THIS 3 BEDROOM HOUSE. 1000 IS ADEQUATE FOR 1200 W~sl 33r'd Aucnu~, Suil~ B · Anchoi'a§¢,/~h]sk~, 99503 · (907) 270-1361 March 15, 1983 James & Martha Ethington c/o Nancy ?3~.;anson C-21 Sleeper Anchorage, Ak 99502 Subject: Lot X i3~lock 1, Turnagain Park Subdivision Approval for th.~ individual sewer and %~ater facilities carlnot be granted untii 'the following items have been completed: A well log su}omitted to this ofz..ce for our files and reviews. ~' The septic tan~. ~epartment. · P .. bmitted to this _~o An adequacy te.~% n ~ -' leach~n~ area~" eeas ~o be performed on the exi-.' _~, -_~ ' ...Thi~ test will dete--.~.-~ ~ .. st~ng Pl.ease notify this Del~ar~lent discrepancies have been -further qtlestions, Please call for a reinspection when the COrrected. If there are any th~.s office at 264-4720. m lIlce rely, JR16 4/p/E1 ~nClosure Jim RObert~ Associate E*]Vironmental Specialist Hatch 15, 1983 Century 21 - Sleeper, InCo 8050 Old Seward Anchorage, Ak 99502 Subject: Lot 2 Block 1, Turnagain Park Subdivision Approval J-"or the individual sewer and water facilities cannot be granted until the following items have been completed°' o A well log sub~itted 'to th].s office for our files and revie~z. The segtic tank pumped with a receipt submitted tO this department. An adequacy test needs to be performed on the existing leaching area. This test will determ';ne if the syste~] is adequate according to National Standards. A listing of priw~te firms performing the test is enclosed° This report needs to be submitted to this office for our revie%~. Please notify this Department for a re~.nspection when the noted discrepancies have been corrected. If there are any further questions, please call this office at 2{~4-~/~o Sincerely, ' E1 Enclosure Jif{( Roberts Associate Environmental