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HomeMy WebLinkAboutPREUSS #3 BLK 11 LT 2APreuss #3 Block I I Lot 2A #050-572-66 SuBMl 1 1 h` Inspection Report _1-1-12.doc V Municipality of Anchorage DEC 17 ZOV Community Development Department Page 1 of 3 On -Site Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 a http://www.muni.org/onsite • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP121368 PID Number: 050-572-66 ❑ New ®Upgrade Name: BOB & KELLY ARNOLD ABSORPTION FIELD ® Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address: 20433 LUCAS AVENUE * EAGLE RIVER, AK 99577 ❑ Other Phone: No. of Bedrooms: Soil Rating: Total Depth from original grade: (907) 223-0673 4 0.8 GPD/Sq. Ft. 10.5' MAX. rt. LEGAL DESCRIPTION Depth to pipe invert from original gross: Gravel depth beneath pipe: 4.48 MAX F. 6.02 Ft. Subdivision: PREUSS #3 Block: Lot: 11 2A Fill added obove original grade: Gravel length: SEE DWG. Ft. 63 Ft. Township: Range: Section: Grovel width: Seds Number of lines Distance between lines: — _ —2.5 FI. — FI. SEPARATION DISTANCES alai absorption area: 758 Number of benches: 1 Dist. be he ween trencs: — To Septic Absorption Lift Holding Public/Private From Tank Field Station Tank Sewer Lines SO. Fl. Ft. Well N/A N/A N/A — 25'+ TANK ® Septic ❑ S.T.E.P. OHolding ❑Other Manufacturer. Capavity: Surface water 100'+ 100'+ 100'+ — ANCHORAGE TANK 1250 Gal. Lot Line rj'+ *9'+ 5'+ — N/A Mulorid: STEEL Number of compartments: 2 LIFT STATION Foundation s'+ 10'+ 5'+ - Curtain Drain NONE KNOWN a turer: Capacity: Gol. "Pump on" Wet at: Pum level at: Hi or alarm at: Remarks: *LOT LINE WAIVER GRANTED WITH ISSUANCE OF PERMIT, Pump Mase & Moda ctricol Inspections performed by: PIPE MATERIAL House to tank D-3034 Tank to D-3034 drainfield Installer Grainfield D-3034 CO/MT D-3034 WHITTERS EXCAVATING Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 100.00 Ft. Inspection nd Descriptio"' rt-To? Dates: 1st 11/19/12 2nd 11/21/12 3rd 11/21/12 4th — OF GARAGE SLAB NEAR POINT A ENGINEER'S SEAL Community Development Department Approval 0o6000DO 9'rh Conditional approval: Date: p� P•'' � 0� p°* � 49 D ......ss,:... �.. :..e .. . A.. . 0� Q s. E— 95 ep� O�Q�Op° p Approved: t Date: eLj -a 1-1 \ of Sgtood0 �400�p0 Inspection Report _1-1-12.doc V PERMIT NUMBER; AS—BUILT DRAWING PARCEL ID NUMBER: - OSP121368 050-572-66 NOTE: DRIVEWAY LOCATION ON DESIGN WAS APPROXIMATE. ACTUAL LOCATION OF HOUSE AND DRIVEWAY SHOWN ACCURATELY ON AS-BUILT BASED UPON FIELD MEASUREMENTS TAKEN FROM PROPERTY CORNER/LINES DURING FINAL INSPECTION. 10' UTILITY EASEMENT — — — — — — — — — — — — 15' T&E EASEMENT — — — — EXISTING DRAINFIELDS \ \ EXISTING EXISTING SEPTIC TANKS SHOP INSTALLED BULL RUN (BR) NEW 1250 GALLON ,; ;•' SEPTIC TANK --• C01 APRROX. HOUSE ,A LOCATION ST 'MOTs D8L2- :. BA DEXISTINGDggL1 B CC01 35.14 46.04 - BR 36.07 46.14 - ST1 34.28 38.79 - / TH#1 I ST2 35.36 34.71 - / DBL1 35.94 32.71 DBL2 36.53 32.06 -/ I i I 0O2 38.21 32.97 61.67 •' NEW DRAINFIELD / MTI 41.25 35.051 63.02 MT2II CO3 91.73 71.68 77.89 / MT2 87.55 67.92 1 75.68 CO3 I APRROXIMATE WATER LINE LOCATION AA (PER ONE STOP SERVICES LOCATES) 21'+ SEPARATION BETWEEN NEW ANDSERVICE LUCAS AVENUE TRLINEHAT CLOSESTR POINT. N SCALE: i"= 40' Qo6`a�0 OFA GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS CONTRACTORS p (1): H pp • • • •'• • • • • • • • • • • • • • • •� & GENERAL 3101 E. WWR R . BORE 101 • AWHORAOE. AI( 99507 • PHONE (907)337-8179 • FA% (907)33B-3248 • 9 mffE �+ gameveiq neer nq c9m PREPARED FOR: PHONE NUMBER: PAGE NUMBER •• •••••• •••• BOB & KELLY ARNOLD 223-0673 2 OF 3 p P '• e A. ess:' •.• LEGAL DESCRIPTION: DRAWN BY: E-79 3 ,•'gyp lJo s PREUSS S/D #3; BLOCK 11, LOT 2A J.L.M. ���o ' •12�k.-JIY Fav TYPE OF WORK: DATE' �Q<�4pp�ODoo AS—BUILT OF SEPTIC SYSTEM DESIGN UPGRADE 12/4/2012 IPERMIT -BUILT DRAWING NUMBER: AS PARCEL ID NUMBER: OSP121368 050-572-66 TOP OF TANK AT INLET = 95. INVERT OF AT INLET = INSULATION r FINAL GRADE = 99.69-100.25 NEW 1250 GALLON SEPTIC TANK ORIGINAL GRADE = 95.20-98.30 —TOP OF TANK AT OUTLET = 95.18 -INVERT OF BUNG AT OUTLET = 94.39 FINAL GRADE = 97.62-99.66 FABRIC OF PIPE = 93.82 BOTTOM OF TRENCH = 87.80 GROUNDWATER 0 83.30 ON 10/8/2012 BOTTOM ELEVATION OF THpt = 81.30 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS E. TUDOR ROAD. SUITE 101 • ANCHORAGE. AH 99W7 • RHONE (907)337-8179 • FAC (907)33& 3299 • MnITE: v...gomFaragHxFdnq.ram EPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 BOB & KELLY ARNOLD 223-0673 2 OF 3 'AL DESCRIPTION: DRAWN BY; PREUSS S/D #3; BLOCK 11, LOT 2A J.L.M. T OF WORK: DATE; PROFILE AS—BUILT OF SEPTIC SYSTEM UPGRADE 12/4/2012 oP`c,.......... 4 v, I of y A G rness.: P CE— v, ��44s�@'•'•.�y�3 iil'c�,a \��l�d Pr o f.9sV000\ oo/ On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP121368 Tax Code Number: 05057266000 Work Type: Septic Upgrade Permit Effective Dates: October 29, 2012 to October 29, 2013 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: PREUSS #3 Site Legal Address: PREUSS #3 BLK 11 LT 2A G:0056 Owner/Address: GARNESS ENGINEERING GROUP LTD 3701 E TUDOR RD STE 101 ANCHORAGE AK 99507 Site Mailing Address: 20433 LUCAS AVE, Eagle River This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy All construction must be in accordance with: Lot Size in Sq Ft: 22691 Total Bedrooms: 4 N Private Well N Water Storage 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: 1. The water service line for lot 1A shall be located prior to construction. If the line is within 10' of the proposed drainfield, the proposed location is to be moved to maintain the 10' separation. 2. Contractor is required to have a pre -construction meeting (layout) with the engineer prior to installation due to the proposed drainfield not being parallel with the contours. At no point along the trench is the depth to exceed 10.5'. Received Issued By, Municipality of Anchorage P.O. Box 196650 • 4700 Elmore Road Anchorage Alaska 99519-6650 • (907) 343-7904 • Fax (9 7) 343-7997 . http://www.muni.org]Onsite Development Services Division On -Site Water and Wastewater Program y P� . 1. " n epartment **** VARIANCE/WAIVER REVIEW **** Waiver#: OSP121369 COSA#: Permit#:OSP121368 PID#: 050-572-66 Legal Description: Preuss #3 Block 11 Lot 2A Engineer: Garness Engineering Group Applicant: Bob and Kelly Arnold 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 5.0 feet. 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: l0/Z q // Z Approved by: ` Name of Reviewer ......................................... ...............iu(f...................... Rec#: 02606G Amount: $200.00 Date Paid: 10/15/12 **** VARIANCEIWAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-34377904 Development Services W Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcel 1.D. 050 ^ 5-1 2-- (e (e Property owner(s) BOB & KELLY ARNOLD Day phone 223-0673 Mailing address 20433 LUCAS AVENUE *EAGLE RIVER, AK 99577 Site address 20433 LUCAS AVENUE *EAGLE RIVER, AK 99577 Legal description (Sub'd, Block & Lot ) PREUSS S/D #3 BLOCK 11, LOT 2A Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (Rall that apply) Initial ❑ Single Family (SF) Absorption Field ® Upgrade ® (v✓/wo ADU) Septic Tank ®Renewal Duplex (D) ❑ ❑ ❑ Holding Tank Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: LOT LINE WAIVER Distance: 5 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: )J —Waiver Fees: 0100 - Date of Payment: Ic2311SI l'A C �w Date of Payment: r0115t Receipt Number: CQiaco (o Receipt Number: ©a lap fa G Permit No. o5eP o�3k'07 Waiver No. C7 O;Wb1001 (Rev. 01/11) October 11, 2012 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic Upgrade for Preuss S/D #3; Block 11, Lot 2A; To whom it may concern: The existing 4 bedroom house is served by public water and a private septic system. The existing septic system is in a state of failure and needs to be upgraded. Per directive from the property owner, we are proposing to install a bull run type flow diverter prior to the existing septic tank so that the flow can be diverted between the old septic system and the proposed septic system. We then propose to install a new 1250 gallon septic tank and a deep trench type drainfield. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached design drawing the topography around the drainfield is 1-3% running north to south. In short, there are no slope concerns. 5. LOT LINE WAIVER: Due to site constraints, we are requesting a 5'+ lot line waiver from the west lot line to the proposed drainfield. There are no septic systems with in 10 feet of the proposed drainfield on the neighboring property. See note on drawing page 2 of 2 regarding the neighbors water service line. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any quAtions, please contact us at 337-6179. Thank you for your assistance. M.S. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengincering.com LOT 1, BLK 1; HERITAGE ESTATES SERVED BY PUBLIC WATER AND SEWER LOT 10, BLK 10; PREUSS S/D #3 SERVED BY PRIVATE SEWER AND PUBLIC WATER -J LOT 1, BLK 2; LUCAS N N N N N N N JW ll1 JW 0],J YF- J Y�j J YF J N yH J N y'F J w yN J N yH J N ,v mW mW mW mW mW mW mW Ll PRIVATE SEWER SERVED BY MQ aQ �Q mQ rQ OZ Oi I FF OK F� OL: H..F O� FF O� FF O� O¢ Oir I O I __-------_ PHILADELPHIA WAY ZLLI z O LOT 1, BLK 1; HERITAGE ESTATES SERVED BY PUBLIC WATER AND SEWER LOT 10, BLK 10; PREUSS S/D #3 SERVED BY PRIVATE SEWER AND PUBLIC WATER -J LOT 1, BLK 2; LUCAS HERITAGE ESTATES #2 Z LI � I SERVED BY PUBLIC 3 I I WATER AND SEWER LOT 2, BLK 2; HERITAGE ESTATES #2 SERVED BY PUBLIC WATER AND SEWER EXISTING S, SEPTIC SYSTEM— 'S 'S ra LOT 1A, BLK 11; PREUSS S/D #3 SERVED BY PRIVATE SEWER ID PUBLIC WATER cs—EPTIC ARS LOT 3, BLK 2; HERITAGE ESTATES #2 SERVED BY PUBLIC WATER AND SEWER EXISTING SHOP 4 BDRM HOUSE LOT 3, BLK 11; PREUSS S/D #3 SERVED BY PRIVATE SEWER AND PUBLIC WATER LOT 4, BLK 2; HERITAGE ESTATES #2 SERVED BY PUBLIC WATER AND SEWER LOT 4, BLK 11; PREUSS S/D #3 SERVED BY PRIVATE SEWER AND PUBLIC WATER - - - I LUCAS AVENUE , LOT 1, BLK 9; LOT 6, BLK 6; PREUSS S/O #4 PREUSS S/D #3 LOT 1, BLK 8; LOT 6, BLK B; PREUSS S/D #4 PREUSS S/D #4 , SERVED BY Ll PRIVATE SEWER SERVED BY I SERVED BY SERVED YU I AND PUBLIC WATER PRIVATE SEWER PRIVATE SEWER PRIVATE SEWER J AND PUBLIC WATER z AND PUBLIC WATER AND PUBLIC WATER I O I ZLLI ZI O Z i LOT 7, BLK 6; LOT 2, BLK B; LOT 7, BLK 8; PREUSS S/D #3 PREUSS S/D #4 PREUSS S/D #4 SALE: 1" = 100' GARNESS ENGINEERING GROUP, Ltd l(� .... . .. CONSULTANTS &. GENERAL CONTRACTORS .. ;:I, .,_, ­ /J... :. 901 E. WWR RM, SUITE 101 • NICHOU E, M 99507 a PHONE (907)R7-6179 I FM (907)336-3246 • WEMFE: www.gamee gr, edng.cw PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BOB & KELLY ARNOLD 907-223-0673 1 OF 2 LEGAL DESCRIPTION: DRAWN BY: PREUSS S/D #3; LOT 2A, BLOCK 11 J.L.M. TYPE OF WORK: DATE: SITE PLAN FOR SEPTIC SYSTEM UPGRADE 9/19/2012 OF CE 79{5 � % DESIGN CRITERIA: NUMBER OF BEDROOMS: 4 LOT 1, BLK 2; HERITAGE ESTATES #2 GALLONS PER DAY (GPD): 600 ERITAGE ESTATES 12 HE LOT 3, BLK 2; ITAGE ESTATES # PERCOLATION RATE/S: 15 min/inch SERVED BY PUBLIC PROPOSED APPLICATION RATE: 0.8 SERVED BY PUBLIC SERVED BY PUBLIC MINIMUM GRAINFIELD SQ.FT.: 750 WATER AND SEWER WATER AND SEWER WATER AND SEWER DRAINFIELD DESIGN: MAXIMUM DEPTH: 10.5 FEET WIDTH: 2.5 FEET 1990 TH. GROUNDWATER 0 13.16' LENGTH: 63 FEET EFFECTIVE: 6 FEET ACTUAL SQ.FT.: 756 GEG, Ltd. HAS A 7 PAGE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN. •.° TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD �� ��,tl XISTING SHOP WITH THIS INSTALLATION, THE ENGINEER, OLD DRILLER, CONTRACTOR AND \ \ WELL TH•" PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND•,°... AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. EXISTING ''�••+' SEPTIC SYSTEM' NOTE: THE CONTRACTOR SHALL HAVE THE SOUTH & WEST LOT LINES, AND ALL IN✓(ALL FLO'4-DIVERTER ° T'1''.:"`:.•;'.:�•, WELL RADII FLAGGED BY A r?...;,.... EXISTING REGISTERED LAND SURVEYOR / PROPOSED 1250 PRIOR TO CONSTRUCTION. /\GALLON SEPTIC TANK ��.'':,..,.' 4 BERM HOUSE LOT 3, BLK 11; T1•` :', •. PREUSS S/D L DOUBLE ��CC IT IS ASSUMED THAT THE #3 EXISTING SEWER SERVICE LINE UNDER THE DRIVEWAY "� �/ ��:A WAS INSULATED DURING THE TH#1 .., TIME OF INSTALLATION. APPX LOCATION USE / �II GEG, Ltd. DOES NOT PROPOSED �� 'i'I SERVED BY RECOMMEND INSTALLING A GRAINFIELD �� 1 I PRIVATE SEWER BULL RUN VALVE PRIOR TO LOT 1A, T NO PUBLIC WATER s/D #3 -..';'• SEPTIC TANKS. IT IS BEING CO PROPOSED ON BEHALF OF SERVED BY THE HOMEOWNERS WISHES. PRIVATE SEWER AND PUBLIC WATE ,I WATER SERVICE LINE MUST BRIOR TO CONSTRUCTION. IF THE ICE LINE IS WITHIN 10' OF THE ENEIGHBORING D DRAINFIELD THE DRAINFIELD LUCAS AVENUE N MUST MOVED TO THE EAST TO RATION DISTANCE REQUIREMENT. ALSO RESULT IN THE DRIVEWAY SC® PATH BEING ALTERED. 1^ = 40' 0oo6`�O � �4 aF.,A' VF0 GARNESS ENGINEERING GROUP, Ltd p * : 9 70, ._ - CONSULTANTS & GENERAL CONTRACTORS—­', - -. _ d .. ... .......... ...... P, 3701 E. MOOR ROPD, SURE 101 • MCHOWE. M 9957 • "NE (907)337-8179 • FM (97)338-3248 • KMM • g.meumgine ning.c t PREPARED FOR: PHONE NUMBER: PAGE NUMBER: '" J it A. .. es.. . & KELLY ARNOLD BOB 223-0673 2 OF 2 pO LEGAL DESCRIPTION: DRAWN BY: 1p� E-795 .®4} PNB��Ao� PREUSS S/D #3; BLOCK 11, LOT 2A TYPE OF WORK: DATE: VO4O4pppp0o� SEPT SYSTEM DESIGN UPGRADE 10/9/12 GARNESS ENGINEERING GROUP, Ltd. .... CONSULTANTS & GENERAL CONTRACTORS..,.: ., 101 E. MOOR ROAD, SURE 101 • ANCHORAGE, M. 99507 • PHONE: (907)337-6179 • FA%: (907)336-32.16 • MSM. gamewengineeHr SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: PREUSS S/D #3; BLOCK 11 LOT 2A PERFORMED FOR: BOB & KELLY ARNOLD DATE: 10/1/12 DEPTH _^—� ORGANICS/ROOTS (feet) LOAM (SM) TEST HOLE #1 SOIL CLASSIFICATIONS CLOCK TIME NET TIME (MINUTES) r NET DROP (INCHES) 10/2/12 1 r — � — 2 �r 30 4.00" 2.00" < 3 �r — r — 4 � m M 2.00" 5 IIIIII — r — 6 5:05 30 r r F/�F • r r �r �r r Nr r �r �r r e � SOIL CLASSIFICATIONS DEPTH TO DATE GROUNDWATER 15.5' 10/1/12 15' 10/8/12 A OF rim & A- C, CE-795 �.2.�1f SEE ATTACHED SITE PLAN SCALE: 1" = 100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 10/2/12 1 IIIIIIIII — 1111!11 — 2 4:05 30 4.00" 2.00" < 3 ON — IIIIIIIII — 4 4:35 m 4.00" 2.00" 5 IIIIII — 6.00" — 6 5:05 30 4.00" F/�F DEPTH TO DATE GROUNDWATER 15.5' 10/1/12 15' 10/8/12 A OF rim & A- C, CE-795 �.2.�1f SEE ATTACHED SITE PLAN SCALE: 1" = 100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 10/2/12 1 3:35 — 6.00" — 2 4:05 30 4.00" 2.00" < 3 4:05 — 6.00" — 4 4:35 30 4.00" 2.00" 5 4:35 — 6.00" — 6 5:05 30 4.00" 2.00" 19� PERCOLATION RATE 15 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERCOLATION RESULTS ARE WITHIN 1/16TH OF AN INCH PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFO MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: lb Z MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name DISTANCES Address TO SEPTIC ABSORPTION FROM TANK FIELD WELL Phone(s) Y. Per No. �� No. of Bedrooms WELL A4 q��77200 �— AM lo9t--5Ob/2 10 �` LEGAL DESCRIPTION LOT LINE T Lot /0 11A Block/ Subdivision FOUNDATION /_2 1 Township, Range, Section G� AS -BUILT DIAGRAM (Show location of well, septic system, property lines, foundation, driveway, water bodies. etc.) TANKS /SEPTIC ❑ HOLDING Manuf turer T/1 / • / Capacity in gallons �O Material No. of Compartments J ee L TYPE OF SYSTEM L?TRENCH ❑ BED ❑ W. DRAIN ❑ OTHER E?/ Depth to pipe bottom from Total depth from original grade original grade FT FT Fill added above original grade Gravel depth beneath pipe 4/ FT �' FT G avel length- Gravel width �p0r./oT/kj� 9 C>MFT II( otal absorption area Distance between lines (oC> SO FT A�2 FT Number of lines Soil rating Pipe material O D1-1. SO FT Installer C x .� (g Date Installed r / WELLS ❑ PRIVATE �0 OTHER (Identify) Classification (A,B,C) / Total Depth Cased to FT FT rl. Installer I I Date Installed: I REMARKS: S & S ENGINEERING ILoop Read 7 MunicipaEdy�(�al��d�Yn�Rtt$l�t�fs�ate.'" y Health Department Approval:. 72-013 (3/85) B /?7 C Scale: , Inspec'o s Perfor by: �7 Date: L' ale— of- V2LZ 7-i17-90 certify the) this inspection was performed according to all Date:`S Ill 2 yy.(e� ♦aoAa �1(�=^��r� .iS dY U' Vp+ agOYld Li&�.`<PZ f „ khobati1 A. $hrfio( 6 ' :' yaaa �3pIP� `ala.- Nfin�e'ec!hl��'.sr.. MUNlCIPALITY OF ANCHORAGE Department of Health & Human Services 825 L Street, Anchorageaska 99501 343 ON-SlTE SEWER Permit Number: 90019O 0ate lssued: 07/O5/90 Engineer Designed Owner Name: MICHAEL & LINDA FRANK Owner Address: 20745 LUCAS EAGLE RIVER, AK 99577 Papcel Id: 050~572~66 Lot Legal: Subdivision: PREUSG #3 Lot: 2A 8lock: 11 Section: 8 Township: 14N Range: 1W Lot Size 22691 (sq.ft" or acres) Max Bedrooms: This Permit: 4 7otal ' Capacity: 4 Day Phone: 694~8585 SEPTIC TANK: Minimum total septic tank 1,250 gallons. Each septic tank must have at least 2 compariments. Depth to top of septic tank (it) < 4`O Met requires insulation over tank(s)" I%TALL PER ENGINEERS ATTACHED DESIGN" NOTIFY DHHS PRIOR TO EACH INSPECTION" -11I13 PERMIT IS ISSUED FOR THE PLANNED 4 BDRM SINGLE FAMILY DWELLING ONLY, NO USE OF SYSTEM" PERMIT EXPIRES ON 12/31/90, 1 CERTIFY THAT: i. I am familiar with the requirements for on-site sewers and wells as set forth by the Municip'lity of Anchorage (MOA) and the State of Alaska, 2, I will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of this permit" 3, l will adhere to all MOA and State of Alaska requirements 1or the set back distances from any existing well� wasiewatcol r disposal system or public sewerage system on this or any adjacent or nearby lot, 4. I understand that this permit is valid For a maximum o[ 4 bedrooms" I aiso understand that the capacity o{ the total system is it bedrooms and any enIargement will require an additional permit" Signed: OAT]VE : (Owner> MICHAEL & LI��� FRANK / � lssued By: DATE: ^-w��^-------��'-�-�~~—~-------~~-�-~^~ --��'��------~' b o" ea Municipality of Anchorage c a¢ �' e DEPARTMENT OF HEALTH & HUMAN SERVICES 0', 825 "L" Street, Anchorage, Alaska 99502-0650 4 A '° 4"' °"` SOILS LOG — PERCOLATION TEST m ' oLort A. Shy PERFORMED FOR: 1v� t(�� IAANN rr./CIt4'� t�r.il� DATE PERFORM LEGAL DESCRIPTION: �pJ't:USySl1.°#"3 Township, Range, Section:G� 8 E H SLOPE SIT PLAN ( E ) 1 0 14tJIG 4 \' m 5 c o. 0 6 0 v 0 $ 0 \0 O 9 0 -u'14 ue u - 10 \0 WAS GROUND WATER ENCOUNTERED? - U U. 11 D S IF YES, AT WHAT, �� Z Ir O 12 DEPTH? P • E 0 G �. v . Oepth to Water Ager r I ) 13 wick 2tr Monitoring? 13 2 gate:L - IU 41516 14- 15- 16 17 18 19 20 COMMENTS Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN S & S ENGINEERING 17034 age River Loop Road No. 2� PERFORMED BY: Eagle River, Alaska 99577I ACCORDANCE WITH ALL STATE AND MUNICIPAL GUID NES IN 72-008 (Rev. 4/85) / (minutes/inch) PERC HOLE DIAMETER f AND FT �— CERTIFY THAT THI TEST WAS PERFORMED IN �O Q ON THIS DATE. DATE: MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 050-572-66-000 Expiration Date: 12/11/2023 Legal description PREUSS #3 BLK 11 LT 2A Site address 20433 LUCAS AVE Eagle River AK 99577 Current property owner(s) ARNOLD ROBERT J & KELLY LIVINGTRUSTS 50% EA X The On-site system(s) is/are approved for 4 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: Original Certificate Date: 9/11/2023 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist Absorption Field Advisory Tank Age Advisory Other X Well Flow Advisory Nitrate Advisory Arsenic Advisory COSA ApprovaUune 2022 MUNICIPALITY OF ANCHORAGE 0 Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 050-572-66 Complete legal description PREUSS #3 BLOCK 11 LOT 2A Location (site address) 20433 LUCAS AVENUE EAGLE RIVER, AK 99577 Current property owner(s) ROBERT ARNOLD & KELLY TRUST Day phone 2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS 3. TYPE OF WATER SUPPLY: ❑ Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ® Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ® Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ® Steel ❑ Plastic ❑ Concrete ❑ Fiberglass Age 11 - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ® Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: ❑ Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ 5-5-0 Date of Payment COSA # 0.SC Waiver Fee $ Date of Payment Waiver # COSA Application.doc COSA Checklist.docx COSA Checklist Legal Description: PREUSS #3 BLOCK 11 LOT 2A Parcel ID: 050-572-66 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA - PUBLIC &/OR CLASS “A” WATER Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Well production at time of test gpm Water storage tank volume NA gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date Comments __________________________________________________________________________________ B. TANK DATA Measured operating fluid level in septic tank 47” Date of pumping 8/10/23 Required maintenance completed, if AWWTS Comments: Aged 1990 septic tank decommissioned. C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 11/21/2012 ALL standpipes present per record drawing Total measured depth from grade 10.75 ft (max) Measured depth to pipe invert from grade 3.4 ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes (MT) go to bottom of effective (ED). If not, state depth into effective 5.7' Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) N If yes, enter date Adequacy test date 8/11/23 Results Pass Fluid depth prior to test 3 in Water added 600 gal New fluid depth 12 in Elapsed time 1440 min Final fluid depth 2 in Absorption rate 600 gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) 72 in Effective depth used 7 in (missing ED & final fluid depth) Effective depth remaining 65 in Comments/Deficiencies: Approximate total measured depths from existing grade. ED per elevation measured shots & appears approximately 0.3’ ED is missing. Per MOA discussions, the original 1990 aged steel septic tank was decommissioned & the 1990 field abandoned in place with 2 northern standpipes visible on site and on the as-built survey. COSA Checklist.docx E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) - NA Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft N/A – Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No 5’+ ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft If tank or field is under driveway comment below F. ENGINEER’S COMMENTS PREVIOUS ISSUED MOA WAIVER OSP12369 G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Engineer’s Printed Name CURTIS HUFFMAN, PE Date 8/23/2023 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & 8/23/23 2600 N 89 55'40" W 129.04 SURVEY ORDERED BY: dar Walden keller Williams AS-BU/L T SURVEY r " =30Y NO CORNERS SET THIS DATE I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY LOT 2A BLOCK 11 PRL -USS NO 3 THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES AND/OR EASEMENTS; AND IS VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES, IMPROVEMENTS, OR FENCELINES. THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EASEMENTS OF RECORD,OR ANY LEGAL ENTITY, OTHER THAN THOSE APPEARING ON THE RECORD PLAT %EXIST OTHER THAN NOTED. ARE NOT SHOWN HEREON( UNLESS INDICATED) NOTE: FENCELINES THAT MAY APPEAR ON THIS DRAWING ARE NOT TO BE USED TO DETERMNE DATED AT ANCHORAGE,ALASKA THIS 22 ND DAY OF PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS. AUGUST , 2023 ANY PAVING SHOWN HEREON MAY BE APPROXIMATE DUE TO EXCESSIVE SNOW AND/OR ICE. ONLY VISIBLE IMPROVEMENTS ARE SHOWN HEREON HOL TLAND SURVEY/NG THESURVEYDATA ON THIS DRAW/NG /S PREPARED FOR THE OWNER OFRECORD ONL Y. 9309 GROVER DR/VE ANYCOPYING, OR UTILIZING THE DATA HEREON IS PROHIBITED UNDER COPYRIGHT LAW ANCHORAGE,AK 99507 15906234-9 223-8615 2600 N 89 55' 40" W 12904 10' UTIL ITY EASEMENT ` e _WOOD --------------------------------------------------------- _ 15' TELE & EL EC ESM'T. V 30.2 CHAIN L INK FENCE • • Abandoned 1990 Septic GRAVEL PARKING AREA m Fields GPEtP� 0 0 Decommissioned w 1990 Septic Tank30.0 14.0 • b • 1S 6.3 • C h 0 • A lS�n�j/� Q Z • ` 9� o yoG`rF Ns.2 o� 64 N I' � pFCK ti ,v O W WATER VALVE OF q_ Z X04 N 89 59'E 139.04 p q QO 0 �:' 49 TH 0 � ----------L UCAS A VENUE _ ._----- 0000�, •. o0 0 Tessiona� �Qo SURVEY ORDERED BY: AS-BUILTSURVEY fly =301 dar Walden NO CORNERS SET THIS DATE keller williams I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY LOT2A BLOCK 11 PREUSSNO. 3 THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES AND/OR EASEMENTS, AND IS VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES, IMPROVEMENTS, OR FENCELINES. THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EASEMENTS OF RECORD,OR ANY LEGAL ENTITY, OTHER THAN THOSE APPEARING ON THE RECORD PLAT 'EXIST OTHER THAN NOTED. ARE NOT SHOWN HEREON( UNLESS INDICATED) NOTE: FENCELINES THAT MAY APPEAR ON THIS DRAWING ARE NOT TO BE USED TO DETERMNE DATED AT ANCHORAGE,ALASKA THIS 22 NO DAY OF PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS. AUGUST_, 2023 ANY PAVING SHOWN HEREON MAY BE APPROXIMATE DUE TO EXCESSIVE SNOW AND/OR ICE. ONLY VISIBLE IMPROVEMENTS ARE SHOWN HEREON G THESUR✓EYDATA ON THIS DRAW/NG lS PREPARED FOR THE OWNER OFRECORD ON( Y ANY COPYING, OR UTILIZING TFIE DATA HEREON IS PROHIBITED UNDER COPYRIGHT LAW 15906 234-9 72-025 (Rev. 1/91) Front MOA 621 or omissions in the professional enc 72.025 (Rev. 1/91) Beck MOA M21 Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: L2A, Block 11, Preuss #3 Parcel LD A. Well Data Well type Municipal if A, B, or C, attach ADEC letter. ADEC water system number. Log present (Y/N) Date completed Driller To depth Cased to Casing height Sanitary al (Y/N) Wires properly protected (Y/N) FROM WELL LOG Date of test Static water level Well flow Pump levell SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot Absorption field on lot _ Public sewer main Sewer service line WATER SAMPLE RESULTS: Coliform Nitrate Date of sample: B. SEPTIC/HOLDING TANK DATA Date installed 7/17/90 Cleanouts (Y/N) 1 High water alarm (Y/N) N Date of pumping 4/3/95 On AT INSPECTION is sewer Petroleum tank lected by: lots Other bacteria Tank size 1250 Compartments 2 Foundation cleanout (Y/N) Y Depression (Y/N) Alarm tested (Y/N) N Pumnar JR, Eagle River SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot On adjacent lots _ To property line 10+ Absorption field 71 Surface water/drainagenon observed 72.026 (3193)' Front ndation 40' N Water main/service line 118'/95' CONTINUED ON BACK PAGE z 3 O z � 3 n � m M 0 m m z I®fi Cn x tzy 0 0 adjacent lots V; c � z is sewer Petroleum tank lected by: lots Other bacteria Tank size 1250 Compartments 2 Foundation cleanout (Y/N) Y Depression (Y/N) Alarm tested (Y/N) N Pumnar JR, Eagle River SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot On adjacent lots _ To property line 10+ Absorption field 71 Surface water/drainagenon observed 72.026 (3193)' Front ndation 40' N Water main/service line 118'/95' CONTINUED ON BACK PAGE C -_LIFT STATION Date installed, Size in gallons Vent (Y/N) "Pump on" level at _ High water alarm level ` Meets MOA electrical codes (Y/N) SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot D. ABSORPTION FIELD DATA Date installed 7/17/90 Length 60' total Total absorption area n0 11 On adjacent lots 36" Manufacturer Manhole/Access (Y/N) "Pump off" Level at Cycles tested Soil rating (GPD/Ft2) Gravel thickness Cleanout present (Y/N) Y Date of adequacy test 4/7/95 Results (pass/fail) Water level in absorption field before testl41f/19" Pass \Surface water System type c 60" Total depth ble trench 9' Depression over field (Y/N) for 3 test 50 3/8", 51 3/4" Peroxide treatment (past 12 months) (Y/N) no evidence If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO Iim Bedrooms Well on lot On adjacent lots Property line 11' to C. 0. To building foundation 51 To existing or abandoned system on lot none On adjacent lots Cutbank none Water main/service line 118'/95' Surface water ,one observed Driveway, parking/vehicle storage area under parking area Curtain drain no evidence E. ENGINEER'S CERTIFICATION l certify that I have checked, verified, or conformed to all MOA and HAA guidelines in e �r A hiss inspection. Signature . � 'fi�t, . ,• • � Engineer's Name ou LAS tfi. K _NLEY.P- Date -1 12. 95 1P�rl��9 CE 6176 ` F. �I'ja�p��ESS10N��� HAA Fee $ Waiver Fee $ L� Date of Payment �/��/ Date of Payment Receipt Number �a� (5 Receipt Number 72-026 (3/93)' Back SGTECHNICAL P.O. Box 771747 • Eagle River, Alaska 99577 • (907) 694-7112 L2A, Block 11, Preuss #3, Eagle River 20433 Lucas - Mike and Linda Frank 694-2525 Rolfe Milton, Realtor 694-5500 Septic Only On 4 April I received the job order from Rolfe Milton and went to the 3BR residence. There were a total of 13 cleanouts, 6 were cut off below grade and placed inside cast iron sleeves. It was impossible to tighten the caps since there wasn't room between the cap and 5" sleeve. Surface water from melting snow was running into the system over the top of the C.O.s and the system was flooded. There was 54" of liquid in the second tank compartment (CO#6) and 5" in the distribution line clean out (#11) at the end of trench #2. I suggested that couplings with extensions be replaced over each of the below grade cleanouts, tank and trenches be pumped and watch for continued ground water infiltration. System was checked and test was begun on 7 April. 570 gallons were added to C.O. #1 at the shop. Flow was observed in Co's #3 & 4 and rise noted in tank.. There was 9.5" of liquid in the shop cleanout before adding wastr, indicating a possible blockage. Level rose to 10" during flow while used motor oil was visible on the surface of the flow in the cleanout before the tank (#4). After flow was changed to ATCO #7 level in C.O. #1 dropped to 7.5" indicating part of the blockage had wased through. Flow was changed to ATCO #7 when 48" of liquid was recodded in the tank. 654 gallons were added to trench #1 creatmngga rise in the monitor from 14" to 55.5" of liquid or 41.5" rise. Liquid then appeared in the end of trench cleanout(#10) and monitor in trench #2 began to rise. Trench #2 monitor rose from LL of 19" to 58.8", for a rise of 39.8" while 746 gallons were added. Flow was stopped when LL approached 60"(depth of rock). Recovery in gallons was figured 3 ways: 1st way trench #1 44" rise/654 gallosn 11" recovery in 24 hrs. 14.86 average gallosn per inch rise X 11" recovery = 163.46 gal. trench #2 39.875" rise/746 gallons 15.875" recovery in 24 hrs. 18.7 average gallons per inch rise X 15.875 = 296.997 gallons 163.46 + 296.99 = 460.45 gallons absorbed/24 hrs. -2- 2nd way Refill trenches after recovery to highest float levels - Record gallons in. 229 gallons into trench #1 168.5 gallons into trench #1 418.5 gallons absorbed in 24 hrs. 3rd way Trench #1 rose to 49.5" - recovered to 38.5" 226.6 gallosn absorbed Trench #2 rose to 45.8" - recovered to 30" 210 gallons absorbed 210 + 226 = 436 gallons absorbed (less gallons in 1" rise in tank) When seasonal ground saturation from runoff and water use in the occupied residence during test and recovery arecconsidered, system absorbed more than 450 gallons of water in 24 hrs and satisfys MOA requirements for a 3 BR home. Use in residence was reported as 11 toilet flushes and 38 minutes of shower. It should also be noted that the original permit was for a OR and the home is being sold as a 3BR. In addition, a partial blockage in the line from the shop is suspected. If a problem developes the line should be snaked and/or repaired. You need to explain in your narrative to Robbie why the trenches had 50 3/8" and 51 3/4" of liquid after the test and 14"/19" of liquid before the test. Trenches were pumped before test and were filled after test to measure how many gallons were absorbed during recovery. ARCTIC SPECIALTIES AND SUPPLY Serving Alaskan Engineers with Well and Septic Adequacy Tests and Soil Peres since 1986 P.O. BOX 771747 • EAGLE RIVER, ALASKA 99577 • TELEPHONE (907) 694-7112 Legal LC7 19-. A(nr'// ) I [A-'L.os)r-4-3 (,P-oI-)3'� L c �01,__ &, 1�'\ Owner 0Y_ I I!( �, ci-, L r At dl /5%n) nll, e Phone Client ' � /ve /)%), t7rant �✓9 r tsc (� � , Phone nn r Test ,� 6 4" c UArl..n � Date �> �.� T. D. 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J� rt `` It\! ` I Legal Owner ARCTIC SPECIALTIES AND SUPPLY Serving Alaskan Engineers with Well and Septic Adequacy Tests and Soil Peres since 1986 P.O. BOX 771747 • EAGLE RIVER, ALASKA 99577 • TELEPHONE (907) 694-7112 Client 40,17mi Phone - Test Date Tes: L < ©�IL.� J � T.D.B.T.P. L.L.A.B. S.U. A.T.P. "r► 4,Y- i /iLOZl V) L ;Ina. 1.-Id6 _r, �a.•' Oo L4 6'X, 'm LI m! ©Q Me �q n 3'ao tl�ia" 43,1 .SJ/." i.r@ ui a M1 �!flD'60 �J`d" LIZ" 56„ �!d Gai'fl�� dEt),A 'All1ZAF c` C � t w: tl' S1A Pal t " e c2 J a ; G %`1 fv` into 37L'rnfc ,, Rirnie 3q k b° � � 24(, c✓ 1 inI L> /PT� W 143b Lf; t� "r► ARCTIC SPECIALTIES AND SUPPLY Serving Alaskan Engineers with Well and Septic Adequacy Tests and Soil Peres since 1986 P.O. BOX 771747 a EAGLE RIVER, ALASKA 99577 • TELEPHONE (907) 694-7112 Legal L,A r4/r/,a1i11 I✓R��S�, r' Owner M,i!�f d ZI/y i3 %� �7h�I/C,, t Phone 7 � k5�E Sy Client i1e) t f fly �l 'J �+� lS rt a t,li ti l r? ` L 41d Phone Test Date C y 27j, 5L, d-v,A �: Alt, iReml( T.D.B.T.P. L.L.A.B. S.U. A.T.P 0 d a��jtin� lop e A r� � A t+ -rr ro� �i cs � �_� �r ��1�`7) -fit- •- s ` la•'OLn G 1 0 SU Sl`1 .51��4 &0 � ° 3 Vl� 39- d q qJ%i !� pl (t. Id o'1 4 _ 4!!l �$ �7`e� l/�Ue.� YA ra; �•5;�� iG r: 354 q2�`J Bch V✓ F. [9g, , k•� (ii XI1 �.��tia�n: 1a!33: 01 8,10 60 9&0 56. d 1jin'41t /2 i f i nl b1 ` 14 rr�/ u, 0 d a��jtin� lop ARCTIC SPECIALTIES AND SUPPLY Serving Alaskan Engineers with Well and Septic Adequacy Tests and Soil Peres since 1986 P.O. BOX 771747 • EAGLE RIVER, ALASKA 99577 • TELEPHONE (907) 694-7112 Legal 4 Owner lni. e 3 - Client Client Test r - A&LA Phone�w Meter Reading Phone Well Tank Level Level (BTP) Ti T2 Date `� ill0""n / S,Ir Time Meter Reading Monitor Level Well Tank Level Level (BTP) Ti T2 GPM Remarks rr 30 fAxA . A(.r. E. 'A� HOW Tested by EJ+'d)-'