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HomeMy WebLinkAboutSPRING FOREST BLK 2 LT 11BOnsite File SPRING FOREST �,-Wpj Mls� Lot 11B PID# 015-342-28 Formerly SPRING FOREST 6LK 2 LT 11A MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 hftp://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP241371 Work Type: SepticTank Upgrade Tax Code Number: 01534225000 Site Legal Address: SPRING FOREST BLK 2 LT 11A G:2538 Site Mailing Address: Owner: BIEDERMAN PAUL A & JENNIFER E Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: L7ehartnrt�ttt 11/5/2024 11 /5/2025 70585 ❑ 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 C -0 . � Received By: Date: Issued By: Date: � ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 015-342-25 Property owner(s) PAUL BIEDERMAN - Day phone 907-242-4179 Mailing address 6111 WEST TREE DRIVE, ANCHORAGE, AK 99507 Site address 6111 WEST TREE DRIVE, ANCHORAGE, AK 99507 Legal description (Sub'd., Block &Lot) SPRING FOREST; BLOCK 2, LOT 11A Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: ([0 all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) FX_j Septic Tank FRI Upgrade FX-1 (w/wo ADU) Holding Tank 1:1 Renewal 0 Duplex (D) 0 Privy 0 Multiple Dwellings 0 (SF and/or D) Private Well 0 Water Storage M THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: -Z- ? Waiver Fees. Date of Payment: Date of Payment: Receipt Number: C 1 1 1 Receipt Number: Permit No. 05pZq/37/ Waiver No. GAIDevelopment Services\Building Safety\On Site Water and WastewaterTorms\Client Forms\Permit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241371, Curtis Townsend, 11/05/24 GARNESS ENGINEERING GROUP, Ltd ENGINEERING - SALES, CONSULTING March 10, 2025 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Change Order to Permit# OSP241371 for Spring Forest; Block 2, Lot 1 1A To whom it may concern: A septic permit was issued for a septic tank upgrade on 11/5/2024. As part of the installation, a new cleanout and monitoring tube were installed in the deep trench type drainfield. A septic adequacy test was performed and it did pass an adequacy test; however, it was operating in the top 10% of the effective. Based upon the drainfield condition, the homeowner has requested the drainfield be upgraded. Two test holes were excavated on the property and the percolation rates ranged from 1.1 minutes/inch to 60 minutes/inch. In 1983, Leroy Reid, P.E. performed two percolation tests at different strata in the test hole (see location on the attached design drawing). The lower soil (below 8- feet) had a perk rate of 9 minutes/inch. The soil above 8-feet, "failed" a percolation test. Based upon all these percolation rates, we are proposing to use a 0.45 gpd/sq.ft. application rate which is for 31-60 minutes/inch soil. See the attached design drawings, and specifications. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. f you have any questions, please contact us at 337-6179. Thank you for vour assistatle. Sin P. E., M. S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering,com GARNESS ENGINEERING GROUP, d ENGINEERING SALES CONSULTING July 21, 2025 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Change Order to Permit# OSP241371 for Spring Forest; Block 2, Lot 11A To whom it may concern: A septic permit was issued for a septic tank upgrade on 11/5/2024 and a change order to add drainfields to the permit was issued on 3/12/2025. The lower 60' long trench was installed on 4/15-17/2025; however, due to heavy snow melting and poor installation conditions, the installation was paused until the area dried out. Due to drainrock being very difficult to get to the drainfield site, the owner is now requesting the design be revised to utilize an AWWTS. We propose using a Quanics Aerocell Cat II AWWTS. The percolation rates for the two GEG test holes ranged from 1.1 minutes/inch to 60 minutes/inch. In 1983, Leroy Reid, P.E. performed two percolation tests at different strata in the test hole (see location on the attached design drawing). The lower soil (below 8-feet) had a perk rate of 9 minutes/inch. The soil above 8-feet, "failed" a percolation test. Based upon all these percolation rates, we are proposing to use a AWWTS CAT 11 soil application rate of 1.0 gpd/sq.ft (31-60 minutes/inch soil). We are proposing that a new CM- 1060 Infiltrator STEP tank (with the Aerocell pumps and controls) and an NS500 Aerocell pod be installed after the existing (new) IM-1530 Infiltrator septic tank. We are also proposing that a second 45-foot 5-wide drainfield be installed uphill from the existing (new) 60-foot trench. A flow- splitter will be installed between the two trenches, that will send 50% of the flow to each trench. See the attached design drawings, and specifications. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. P.E., M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com SPRING FOREST; TRACT C I JPG 20' WATER EASEMENT---j EXISTING SEPTIC SYSTEM-- GEG TH#1 PROPOSED DRAINFIELD UPGRADE, SEE / PAGE 2 OF 2 FOR DESIGN I y j co � THE DEPICTION OF ALL STRUCTURES SHOWN ON ADJACENT PROPERTIES ARE APPROXIMATE IN REGARD TO CONFIGURATION/LOCATION AND MAY BE BASED SOLELY ON PUBLICLY AVAILABLE MOA GIS RECORDS. SPRING FOREST; THE LOCATION OF ALL WELLS AND SEPTIC SYSTEMS TRACT B-1 SHOWN ARE APPROXIMATE AND MAY BE BASED SOLELY ON INFORMATION OBTAINED FROM PUBLICLY AVAILABLE MOA ONLINE RECORDS AND/ORASBUILT SURVEYS / 1 i / 1 SPRING FOREST; \` BLOCK 2,LOT I , GENERAL LOCATION \ \ / OF LEROY REID, P.E. \ ` , 1983 TEST HOLE EXISTING IM-1530 INFILTRATOR SEPTIC \ f TANK (INSTALLED \ 1/23/2025) \ CSEPTIC AREA \ \ GEG TH#2 \ `` 11 \ SPRING FOREST; ` BLOCK 2, LOT 12A 1 I . 20' WATER - EASEMENT CSSE-PTIC �• �. ARE 1 SPRING FOREST; BLOCK 2, LOT 7A SERVED BY COMM. \ WATER SYSTEM Q SPRING FOREST; \ 1 BLOCK 2, LOT 6 \ SCALE: \ i I 1"=100' I i EXISTING 5-BEDROOM HOUSE - SERVED BY COMM. WATER SYSTEM 1) rO B"1 r ILITY 8 TELEC�'�M�""�r�M 10 - SPRING FOREST; BLOCK 2, LOT 10 SERVED BY COMM. �-� WATER SYSTEM `-SEPTIC AREAD / SPRING FOREST; \ BLOCK 2,LOT 9 \ SERVED BY COMM. ,-W►ATER SYSTEM A I i1 , Ltd ENGINEERING SALES � 3701 E. TUDOR ROAD. SUITE 101 'ANCHORAGE- ALASKA " PHONE 19071337a1 CONSULTING S 79 WEOSITE. wnw.aarnesserwvwervro odn PREPARED FOR: PHONE NUMBER: PAGE NUMBER: PAUL BIEDERMAN 907-242-4179 1 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: SPRING FOREST; BLOCK 2, LOT 11A J.L.M. TYPE OF WORK: DATE: REVIE SITE PLAN FOR SEPTIC TANK UPGRADE 3/7/2025 ~•�G OF r .4,..... . >F V......... J. .............. rey messw, C 7 53 ; .• .•i'o Aw �Z� .,•3� .• LICENSE t,MNrIrSRr! �• #AECC884 C& V EXISTP .3 ' DRAINFIELD TO BE DECOMMISSIONED IN P{LAC� ./--J 20' WATER ESMT. f GENERAL LOCATION OF LEROY REID, P.E. 1983 TEST HOLE NOTE: CONTOURS ARE 5-FOOT INTERVAL SHOWN FROM THE /.- MOA GIS MAPPING. NERAL LOCATION OF NEW DRAINFIELD WITH 2' OF EFFECTIVE. INSTALLED 17/25. SEE DESIGN CRITERIA PROPOSED DRAINFIELD. SEE DESIGN CRITERIA ., r / / / GEG TH#1 ^ /' . ' r ' i 6-1 INSTALL FLOW SLITTER - APPROXIMATE LOCATION OF-^ EE CROSS -SECTIONAL / BURIED DEBRIS _ DETAIL DRAWING, ' DESIGN CRITERIA: NUMBER OF BEDROOMS: 5 GALLONS PER DAY (GPD): 750 PERCOLATION RATES: 60 & 1.1 MINUTES/INCH PROPOSED APP. RATE: •1.0 GPD/SQ.FT. MINIMUM DRAINFIELD SQ.FT.: 750 *FOR CAT 11 AEROCELL AWWrS DRAINFIELD DESIGN: MAXIMUM DEPTH: 5.8-FEET WIDTH: 5-FEET LENGTH: 105•FEET (1 @ 60' LONG, 1 @ 45' LONG) EFFECTIVE: T FOR 60' TRENCH I T FOR 45' TRENCH REDUCTION FACTOR: 0.70 1 0. Sg ACTUAL SQ.FT.: 816 (428 FOR 60' / 388 FOR 45) I PROPOSED CM-1060 INFILTRATOR STEP TANK WITH AEROCELL PUMP AND CONTROLS (SEE ; ATTACHED / PROPOSED AEROCELL NS500 POD (SEE NOTEtiCONTRACTFiTO ATTACHED / REMO�`ED B,QTH TEST DETAIL DRAWING HOLLEP�$EIORTO \ STRU ON. EXISTINGIM-1530 �G`/ /INFILTRATOR ; G SEPTIC TANK/ -' (INSTALLED/ \ ' 1123/2025)—/ 20' WATER ESMT. 1"=40' GEG, Ltd. HAS AN 8 PAGE CONSTRUCTION SPECIFICATION DOCUMENT THAT PERTAINS TO THIS DESIGN. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. IF THE SPECIFICATIONS ARE NOT IN THE MOA LASERFICHE RECORD OR PROVIDED WITH THE PERMIT, PLEASE CONTACT GARNESS ENGINEERING FOR A COPY. f INSTALLED : DOUBLE CLEANOUTS f (DBLI & DBL2) r 1 NOTE: PER THE CONTRACTOR, THE OLD SEPTIC TANK WAS DECOMMISSIONED IN PLACE PER UPC OF _.m�CP..• EXISTING 5-BEDROOM HOUSE ti ® Ltd '�mnJ .• ...... .............::.•.../ ENGINEERING SALES CONSULTING / 0 3701 E. TUDOR ROAD, SUITE 101 -ANCHORAGE, ALASKA-PHONE (907) 337-8179 - WESSITE: www.gamessenginaeOng.eem ..•.••.•. . ' �...�.�....�..•......■....o....! PREPARED FOR: PHONE NUMBER: PAGE NUMBER: "; A eye -Garness w.► PAUL BIEDERMAN 907-242-4179 2 OF 3;�% C -79 3 {"i PROJECT/LEGAL DESCRIPTION: DRAWN BY: `I♦'F� '•. 27- .•``�c�0 SPRING FOREST; BLOCK 2, LOT 11A J.L.M. f� FQ . ••...•i(((••'`� �� TYPE OF WORK: DATE: REVISED LICENS �t��%FESS\ DESIGN OF SEPTIC TANK AND DRAINFIELD UPGRADE 7/21/2025 #AECC884 CrAPONENTS SUPPLY NOTE: 1. TANKS, RISER ADAPTER RINGS, AND INSULATE® RISERS ARE INFILTRATOR'" PRODUCTS AVAILABLE THROUGH FERGUSON SUPPLY 2. THE PUMP, FLOATS, INTERNAL PIPING, GROMMETS, CONTROL PANEL, XPERT ALERT UNIT, AND AEROCELL UN17ARE SUPPLIED BY GARNESS ENGINEERING, THE ALASKA STATEWIDE DISTRIBUTOR FOR QUANICSTM PRODUCTS. 3. ALL OTHER EXTERNAL COMPONENTS SUCH AS PIPING, FITTINGS, WIRING, INSULATION, ETC., SHALL BE SUPPLIED BY THE CONTRACTOR. NOTE: ALL PIPING FROM PUMP TANK TO AEROCELL MODULE SHALL BE PLACED ON SUITABLE BEDDING MATERIAL THAT IS MECHANICALLY COMPACTED. ALL LINES SHALL BE GRADED SO THAT THEY WILL DRAIN AFTER EACH PUMP CYCLE AND WILL NOT RETAIN ANY STANDING WATER, FINAL GRADE (SEE NOTE) 24" MOA APPROVED INSULATED LID AND RISER-7 / INLET INFILTRATOR TANK NOTES; INFILTRATOR SYSTEMS, INC., THESE TANKS HAVE c INFILTRATORMAXIMUM BURIAL DEPTH OF 48 INCHES OVER TOP OF TANK. 0 PER BURIED SO THAT THE INVERT OF THE INFILTRATOR TANKS ARE RECOMMENDSNOT SUBMERGED DURING HIGH GROUNDWATER LEVEL CONDITIONS. ALL ONS/J 01 INTS ASSOCIATED WITH THE INFILTRATOR O INFILTRATION BE y IN BENTONITE 0 IF GROUNDWATER ENSURE THAT SOIL COVER AND/OR BALLASTING IS PROVIDED AS OUTLINED IN THE INFILTRATORBUOYANCY CONTROL GUIDANCE" SJE RHOMBUS INSTALLER FRIENDLY SERIES (IFS) TIMED CONTROL PANEL WITH DRY CONTACTS FOR XPERT ALERT WIFI MESSENGER UNIT--� ELECTRICAL WIRES (SUPPLIED BY CONTRACTOR) — INSTALL INSTALL DOUBLE CLEANOUTS BETWEEN TANKS 4" CLEANOUT—} 4" CLEANOU T 2" OF INSULATION OVER TANKS IS REQUIRED ON ALL INSTALLATIONS REGARDLESS OF BURIAL DEPTH "48" MAXIMUM OPERATING � 44" MINIMUM LIQUID LI i EL ( OPERATING LIQUID LEVEL (747 GALLONS) IM-1530 GALLON TWO -COMPARTMENT INFILTRATOR TANK - IM-1060 GALLON SINGLE -COMPARTMENT SIM/TECH PRESSURE FILTER UL LISTED JUNCTION AND PVC CONDUIT FOR ELECTRICAL CONNECTIONS (TO BE SUPPLIED BY CONTRACTOR)- 31" GOULDS PE51M PUMP OR EQUIVALENT i —24" MOA APPROVED INSULATED LID AND RISER - 4" VISUAL INSPECTION PORT 4" BY 4' WIDE INSULATION CENTERED OVER PIPE SJE RHOMBUS XPERT ALERT WIFI MESSENGER UNIT (REMOTE MONITORING SYSTEM). INSTALLED IN HOUSE AS CLOSE TO INTERNET "BOX" AS POSSIBLE. QUANICS NS-500-AC AEROCELL POD 3+ FEET OF COVER OVER TOP OF DISCHARGE PIPE- 4" VISUAL INSPECTION I PORT ---` 1.5" SCH. 40 PVC FEED LINE 4" DISCHARGE (20%) TO DRAINFIELD OR 4" RECIRCULATION RETURN LINE (80%) PUMP VAULT— ` --WEEP HOLE °TIMER OVERRIDE FLOAT - 1,094 GALLONS CAPACITY WHEN FLOAT IS ACTIVATED. "HIGH WATER FLOAT - 1,044 GALLONS CAPACITY WHEN FLOAT IS ACTIVATED. "TIMER, ENABLE FLOAT - 747 GALLONS CAPACITY WHEN FLOAT IS DEACTIVATED. 2 - 8" CONCRETE CINDER BLOCKS FOR PUMP PEDESTAL - STACKED -SIDE -BY -SIDE (SUPPLIED BY CONTRACTOR) NOTE: ALL PRESSURIZED PIPES ARE TO BE SCHEDULE 40 PVC UNLESS NOTED OTHERWISE. PUMP TANK FLOAT SETTINGS INFILTRATOR TANK MODEL IM-1060 TOTAL CAPACITY 1278 GALLONS WORKING CAPACITY 1094 GALLONS INLET INVERT 47" OVERRIDE FLOAT 34" *42" HIGH WATER ALARM 32" *40" TIMER ENABLE FLOAT 25" *33" FLOAT LEVELS ARE FROM BOTTOM OF PUMP ("MEASUREMENT FROM BOTTOM OF TANK). NOTE: MEASUREMENTS ARE WHERE THE FLOAT WIRE ATTACHES TO PIPING WITH A 3.5 INCH TETHER FROM PIPING TO FLOAT. ALL FLOATS MUST BE NARROW ANGLE FLOATS ry cy) W I - a �- N W U- iCT and w r N 0 < w o o rn z Lu fit- o 0 a a a Q 00. h W rz ,.z z xo G (IJ _ o. Lu ,tt a < U) =; c 2 ° r In r y ? v � I- 7,1 o w c r, CV 0 © � ,.' v! V. LIJ U 00 0 o �0 �� U Z U)— O U— � LL o of U) Q o_ OFF '� •• �� ?4E o ���..,..,.. ...(..............� + .............. o 1_1 Jeffreysk Gprness t"� � LICENSE p`IOEESS,Q\v�@w4 #AECCBM ®11'3W'& GARNESS ENGINEERING Ltd GROUP, ENGINEERING SALES CONSULTING 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, ALASKA • PHONE (907) 337.6179 - WESSITE: vmv.gw"sssngineedng.com SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: SPRING FOREST; BLOCK 2, LOT 11A PERFORMED FOR: PAUL BIEDERMAN DEPTH (feet) ORGANICS 1 2 GM )k 3- 4- 6— GM TO SM 7 WITH ML LENSES 8 '"l_ �"'- 9 10 11 12 13 G2ouNgwA�;t4 i O fj �ljz1-tr 1i 14 —!I p I�TJjj GM TO SM -$ 15 16 17 18 19 DATE: 1 /28/2025 DEPTH TO GROUNDWATER DATE `SMALL SEEPS 7.5'-9.0' 1/28/2025 17.2' 1 /29/2025 DRY TO 18' 2/3/2025 DRY TO 18' 2/28/2025 OF P..••••..... `� AV .. : 4 �p ........... ...................... i. .. ..�. 0 �. .� .. If yA... mess �® ♦♦- p : CE-7953 • � �jr , LICENSE Y r;S`t�•e un crnoo. wQ 5� �G N SCALE: 1" = 100' DATE READING NET TIME WATER LEVEL READING (INCHES) NET DROP (INCHES) 1/29/2025 1 6- 0 /16" - 2 30 MIN. 5 - 8/16" 0 - 8/16" 3 6- 0 /16" 4 30 MIN. 5 - 8/16" 0 - 8/16" 5 - 6- 0116" - 6 30 MIN. 5 - 8/16" 0 - 8/16" 7 6- 0 /16" - 8 30 MIN. 5 - 8/16" 0 - 8/16" PERCOLATION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.0 FT. AND 6.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS *TEST HOLE WAS EXCAVATED DURING HEAVY SNOWMELT PERIOD, NOTE: PERCOLATION TEST PERFORMED IN A ML LENSE. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS RF MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: l 2 _ ON — JP, Ltd 3701 E. TuooR ROAD, ENGINEERING SALES CONSULTING AD, SUITE 101 'ANCHORAGE. ALASKA - PHONE (907) 337-6179 - WEBSITE: www.gamessenglneering.=n SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: SPRING FOREST; BLOCK 2, LOT 11A PERFORMED FOR: PAUL BIEDERMAN DATE: 2/21/2025 DEPTH (feet) = ORGANICS SST HOLE #2� E E 5 10 11 12 13 14 15 16 17 18 SM MIXED AND ROOTS-- l` S M WITH ML LENSES GM •. 111111111 II�111!11 %//% mum r: �.�:�: N 111111111 W r DEPTH TO GROUNDWATER DATE DRY 2/21/2025 DRY 2/28/2025 ip (ty ^t O 1 (o 41 mjz �o PGA N 5 SCALE: 17109 100' DATE READING NET TIME WATER LEVEL (INCHES) NET DROPREADING (INCHES) 2/21 /2025 1 6- 0 /16" - 2 5 MIN. 0 - 0/16" 6 - 0/16" 3 - 6- 0 /16" 4 5.5 MIN. 0 - 0/16" 6 - 0/16" 5 6- 0 /16" 6 6 MIN. 0 - 0/16" 6 - 0/16" 7 6- 0116" - 8 6.25 MIN. 0 - 0/16" 6 - 0/16" 9 6- 0 /16" 10 6.5 MIN. 0 - 0/16" 6 - 0/16" 11 - 6- 0 /16" 12 1 6.5 MIN. 0 - 0/16" 6 - 0/16" 19 tS.U.H, PERCOLATION RATE 1.1 (MIN./INCH) PERC. HOLE DIA._ TEST RUN BETWEEN 5.0 FT. AND 6.0 FT, 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: NOTE: PERCOLATION TEST PERFORMED IN SM SOIL. SOILS FROM--3'-9' WAS LOOSE AND EASY DIGGING. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE _ WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: a / 2,- 6 _ (INCHES) DESIGN CRITERIA: tf- -2� NUMBER OF BEDROOMS: 5 GALLONS PER DAY (GPD): 750 PERCOLATION RATE/S: 60 & 1.1 MINUTES/INCH PROPOSED APP. RATE: 0.45 GPD/SQ.FT. MINIMUM DRAINFIELD SQ.FT.: 1667 Z to N DRAINFIELD DESIGN: N MAXIMUM DEPTH: 4.8-FEET w WIDTH: 5-FEET �- LENGTH: 234-FEET (2 @ 68' LONG, 1 58' LONG) W w N O EFFECTIVE: 2-FEET U. m g N WW M REDUCTION FACTOR: 0.70 w z j LL m ACTUAL SQ.FT.: 1671 CL d = w < O ¢ w a a a o 0 PROPOSED DRAINFIELDS Imo! (SEE DESIGN CRITERIA) w tt J a GEG TH#1 CO MT APPROXIMATE EXISTING GRADE w BASED BY GEG ELEVATION SHOTS ° CO MT AND/OR MOA GIS MAPPING CONTOURS CO MT '! 07 .€ o W _ LL z" �� W Ep p1sTFtiB '' 6' SOp OF THEpROPOs , .�'� �� ' l'' S U� O CL _. �%§ G2_FEE� PapVETHE �' O LUG Ix TIN Z�ON ' VS�pN�'Otr� ^ t°= d Y 250/• SLOpE�p0 - R16 iLL \MP G\NRR �P�OQOsEO, OQOgf�PROQOc�EO r R (7< Ur —' �F Zo Q Z OpiiiOp'f ~h Luo Lo ~ < 0 DES P�o� _Zs O 0 N J a L=io U H P�5(Pi PES���Q�S-P' gVOi y40i 5� �� �►---10'+ /� � o �' O � \00--�1i'6' EXISTING DRAINFIELD TO BE DECOMMISSIONED IN PLACE ram, g m a W W O 0_ b 00 LLU a u- 07 uZ00U) G7 w�O oa o� 6 � a. W CROSS -SECTIONAL DETAIL DRAWING ����� rr��,♦ TO 58' LONG UPPER TRENCH 25% SCALE: P�.`............. �♦ 1" = 10' 4V• '•• '••• ♦� Al .• 4 V • �* ANFROM88' LONG MIDDLE TRENCH 37.5°h N 100 /o FROM SEPTIC TANK "'•'_ "• ....• ..................... .•.......••• _•••••0 o/ ...... , 75% ' ... � �° .......... TO 88' LONG LOWER TRENCH 37.5% CE 7953 s.: = � �I AV FLOW SPUTTERS DETAIL DRAWING • p P�-.•' LICENSEESS, #AECC884 r��`�' I - F�'� PD LS-6914 c� °Iessionak c THE INFORMA TION HEREON IS FOR THE USE OF L ENDING INSTITUTIONS SPECIFICA L L" Y TO SHOW ANY CONFLICTS BETWEEN EXISTING STRUCTURESAND PLATTED L C)T LINESAND IC)R EASEMENTS, -AND IS NOT 7—O BE USED FOR POSITIONING ADDITIONAL STRUCTURES'. IMPROVEMENTS. OR FENC'ELINES, EASEMENTS OF RECORD. OTHER THAN THOSE APPEARING ON Ti IE RECORD PLAT, ARE NOT SIB O N HEREON (UNLESS INDICATED) NOTF' FENS: ELIIVES THAT MAYAPPEE"AR ON THIS DRA WING NOT TO BE USED TO DETBRMNE PROPERTYLINES OR POSITIONADDITIONAL IMPROVEMENTS. ANYPA LING SE {Ot N HEREON MA Y BEAPPROXIMA.TE DUE TO EXCES51VESNOWAND/OR ICE. WEST TRZFE NO CORNERS SET THIS DATE I HEREPY CE ;' FIF'Y THA T IPA I/E PEYFORIVED A SURVE Y OF THE FOL L O WAIG DESCRIBED PROPER T Y CST / 3 S CC X' % 1`1--LA r,%'0_;4_` y% ANCH, ORAGE RECOF. DING' DIS TAC T, ALASItA, AND THA T THE VISIEL E /lVRgO VEMENTS Sl TUA TED THEREON ARE ICI THI/V THE F`OPEATY L INES AND PJ0 [ 151-/:�!- E EIVCI�)OAC H,A115NTS EXIST OTHER THAN NOTED. D A TcD A T ANCIVORAGE,ALASKA THIS ' TLC DA Y OF SE07PV3E 2024 NUINIVIVAIM (H:ANt1JfMC,'V kDVAN(TONVASYMMIN 11MUMEAM N)SHM . rH 1 S N 1 A 1 N1 V %, A 15 1: A N 1) R F 10 1 R A6 R I if N1 I N] i ,,rcm t ht, "Ah V f=] F X! I jmk aw 1 m"wd 6Ho as of Hus MY 4 oi'2'() honjut We AMNEVInd dw Nimicilw1hy thIUPAIdmtitoMu\nchoagc.hmne SMILT7in acaw;c"Mpimpid (OL QNR I KOM. In conddermAm of to nuumd cmminks "Mincd heNAL the PRIM N' L Advanced Nit Fl t mates Trean - S Amm The Municipality guntS Pemdubm 0) die Om ner lo :lild op4n11c mi Adv,'-'mccd 'NVaste'vatt-"l (Id "I"n-it-nnt i"A" as (aye, its c,ied at sees cripiiorl) to 1-cad, widei-,iand and initial enh w"thm) "MmugSw the wrin of ihis Agreemem. dic Ownet- c'nit-'r inio �Cr-" ice u Oh an AM"WTS service and nurimenance pro\ ider approwd by to MOYMY or K' mmwMmYFs ropmentmive. The i"VIVTS shall be maiminni ina sadsS(: ory conowon capode of peNnOng as deigned and t)roducin±"' to-"'mcd (-'nlit: 'Offluel"I in imcmdwwo "Ah the vquiptnma4 aMmoval 11or oponnion in iho Niunk4milivy. it shall he Ow respmANlity of die Miter during dw tenn oFthis Qwmwl hqmy RV "I repo ms). nivirmenaiwo adjumnwas). replacement cosr& and irispecibmi mts. Thn inchidn nit annuM nmkwnmwc We ylviadly ON to SMM). di"it onky maintermi1ccand rcimb pers,mrid aMmwd by Ow Nhmichw1i`s 'c�'ySM'n y utiwort"111cc, v% ill iusp�-ct �urd Inak C any Fe repaS or pennNed ahemikins U) Ow system f OwnerwknowlNgcs Mai rc;mkrr 1winnum"mcc, "A';'111 A\V\V I S reduwc'-* the pots ltti:d AdhnC MIC NPICIAL "M cmild in tuck se"age linkup and comt, wpaks or &&Md IvImimenwilL 14go 1 00 O"vor :wkiunx ledges that Me NAW,addly inny recov(k of inaiwc�n;mcc, and r ajlcc.� provider. honi (110 marrulAchirer's ivI)rQseniad�,c or inanoc'ii (Wicr ockmWalucs Chat the Ane W AdOng to n3;4wit"nid nTair an AWTS now bt,, in ,,ic,:ordancc "it ANK: 1410AW to grats the Nlianktaly reasonable access to lest mul WSW! the WS-FT The Nfunkyulay "Al gkv at least 244rour notice. net agrees that any' sale or transfor ot'd 10 of the; propoly %vi H mn twuv "A Wit a nn-v (Wicr avees that the AI%,'NN"f'S installation and maintenance requiren'.vcni's 'as ided by the AA1,A\ ]"S vcndor installcr and aMnmTd by We NM till ic ipal hy are, t"he go"c'n",Qg, 21,ndQh!,,QS for IQ COMMUOVIL mainamrice and rqmir of Me Ownci's AWWTS. Om ner aurecs to nrxintain ivinote monkwhg or the AWTS as NqWnd by Mc W AV IS apprm 0 3 'Wrin. Wn tenn ol'Mix Aureemcrit shall begin on file claw of*pmvd by die NlitniQUy k, operate the Sialled system, or upon imnstr of 01s. and shall conldnk�i_-, "tile die I%V%VTS is qvattional oi- until title is transt'erred, l Non, Giver. The Wure oFthe WnWilvdity at any One to Wirce a pron iskm of this Agrecillcm shal I in ivi way coilslitute a "wiver of Me pi-ovisront iwr in any "my afAct [he vandkv of Agreemart or any part hereof, or Ow right of Me Nhinkyiahty to enlorcc� cy.'Cry provision liclCoC 10, Amendment. fhis Avrecincril shall only, be aincnded by atitholized representatives of the O"ner and Municipality. A ity at I C I I I p t to a liwild tills agree I Iroilt by eithe I, at I unauih(aized representative at- unauthorized nicalis shall [)v void. 4 Jurisdicknu Choice of Law. Any W actiort Oskg ham ths Agnancrit Amll be Wwott in Ow Supubw WN for the Ilia! Judicial Dishici oftlic, ``Stith ol'Alaska at Anchgavc, I he laws (&the `rude of Aladvi Amil govern thu,.ihghts, and oblQations gthc undci this At,? reei nc, nt, T Sevevahihilv. An,, pr(niskors ol'this Agwoman d"rmd invalaf hs a twun of vinufrotan judylkikin shall mo CAW thu, winitinirq-, ptok.iolls ofthe 15PC 7 of'.; S-1 ATF Ht[RIF) I'M STRICT \ wmmm.i� The fhivng licin wackno\\ ledged Mc thi,iAijy M'I . ..... .... . ul UNY u, 2020 cl NOTARYMUBLIKC: FOR. 7 V, cx, NIV cliblismon expircs� JJUNJ (,1-4-AAprAa nanw) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES E..,,o.me.t., ..,t. ,,,,,s,o. 0 / 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT DISTANCES Name ida' ~' / ~ / ~ ~J ~'~" ~' --~ TO SEPTI~ "- ABSO"PTION WELL ~r~ :RO~ ~ TANK FIELO Phone(s)3 '~ ~ ¢-~"-Z~ 2 ,,. Permit~¢~No. O 7/ No. of Bedrooms,~ -- WELL ~ LEGAL DESCRiPTiON ~ LOT LINE ~Ot BlOC~ Subdi:¢20~ /)~ I ' ~¢/¢~ ~'re¢¢ FOUNDATION 3~,3~ ~3b / .~ Township, Range, Section ~S-BUILT DIAGRAM (Show location of well, septic system, 9ropedy lines, foundation, -- ~1~ ~1 ~ g z O / _$ /'/ S ~ ' driveway, waterbod~es, elc) ~ SEPTIC ~ HOLDING A~nufaclurer Capacily m gallons Material No. of Compadments ~ o ~'/~¢ / 'z ~' ' ' ~ TRENCH ~ BED ~ W. [)RAIN D OTHER Depth to pipe bottom from Total depth from original grade ./ original grade ~ '~ FT /¢ FT ~t added above original grade Gravel depth benealh p~pe Gravel length ~ / Gravel width FT ~, ~' FT Number of lines Soil rating ~ Pipe material ~. ~, ~ t~, ./~ ~ ~,.,~ Installer "/ Date Installed WELLS _ ~ PRIVATE -- ~ OTHER fldenlifv) Classilication (A, B,C) Total Depth ~ Installe* / Date Installed: REMARKS: · Inspections PeHormed by: r Z' ~e~d .._ I ~ ~ ' ~ ~'~ ~ , cedily that Ihis [nspe~lon was pedormed according Io all Health Depa~ment Approva~¢~~ 72-013 (3~85) 0 I',1 ..... S ;i; 'T IE !iil IE 1,4 E R I::;~(i.:i'l'~ m :i '1'. Numl::l~:,r'. ',i B90(Y?' ;I. ,~ .¢,~ ~'*~ /2 0 *'? / D a t e J; s s u e d ',: 05 / ()(;.!; /139 IE n t:.i :i. n i.:.:~ ~.:.:.:, I' 1},,~;.! s ;i. g n e d Name~: t ~. IJL B;f. IZDIERMAI',I Aclr'lt'?:!s,,:~',~ :1.,'..2:1. W,, I::;]:l::lllil],klliEliiilD I...ANlii!; AI'4CHORAGEi:~ AK 9c;'5';;i~ I....cfl'.. I....eg a :1. :~ F. iul;i d :i. v ~. !:-; :i. i::~t'l: EiI:::'R I NG F;'OREST I....ot ~ 1 lA Sect :i. ot'~i', 14 Im~nsh ;i.p ~ ;I. 2N Range',~ 3W I...cH:. S:i.z(~;~ '70585 (sc!, ft,, cu" acres) Max ZlZr'{':~':'~' ~Z~ r" c:icmis ~', "Fh i s I:::'~';~ r' m :i. 'E. ~ 5 '1" or. a I [',ap ac :i. 'L y ~ 5 SIEI:::"I"[C "I'AI'4K:: H:i.n:i. murn 'Lota]. sl.;.;q:~t:i.c tank capac;i, ty~ 1,500 I[lallons, Each se!I::,tic '[ ~'~ i"t k itt t..t ~i~1'.. h ¢':'). v e? a 1'. ]. E~ ~:/i~i '[. ,'.~ i:] C;ilit p ~ i" '[ II1 t'~!l"t t fei ,, ~() (.'.:.! I::i t h t c) t O[::l o f s ~;~ p t ;i c: t'.. al"l I.:; ( !!~ ) < ~:1.~ () .~'E.!f".!'Ix I" E!I::IL.i J. I" t'F)Ei J. l']ti!iL.1 ]. ~':Tt'l;. ii. 01'10V6H' ted'] k (s) . F:'IEI:;,'H J: T I ..... ,,f I ....... .I. I ~,~ ....... ;, 12i1-':~ 'I "d~>/:;;''', !~ VAL.]:){ IX'OR 5 'EIDI::IM o.[I I['.,l.J:z.'~ ' ', '" '"' F:AM];I...Y HOI"tlE. I !xll::ri;ZIl::il"l DI'"II"IEi I'::'R ]:/]l::l TCI I Ixt!i~if::'I!i[CT I CIIxlS )(IY lii]xlG I I'qlEEl::/. [7, AI...I... 34;S'-"4744 343 '"" 4.6 f.'.i 1 ,, (]IEI:VI']ZI:::'Y 'I"HA'T: :1,, ]: ~['.~ f'~rl fam:i.l:i, ar' w:i.'Lh the r'eqt..t:i.t'erner'rLs fmr' cin-s:i.'Le sl.;¢,ali.;H"s ar/c:l w e:., ]. ]. Ei fot"LI] by 'f..l'~e Hun:i. cil:ia:l.i't'.y c,l:' Ancho~'aE]e (HOA) arid the Sta'L/:.:~ of A].asl.::a,, 2,, :I: ~¢:i.:1.:1. :i. nstall the sys't'.~x.~fil ;i. Fi accc)r'dance ~:itl"t all HOA ccl(;:h.~:.~s ar'icl ar'icl :i.n c::cmipliar'lc:0:.:, (,,JJ.'t:.l'l t.h(~ cles:i, gr'l c:t':i, tE~t':i.,'4( of th:i.s pst'm:i.t~ :];,, I ~,,¢:i.:1.:1. ai::ll"~er'c.> t.m al I. HOA ~Td"tcl Ei'I:.,'.Yt]E:, ~:)[ (:/;[~;:~f41l.,:a r'E.H::lLt:i. PE~dlcrit. Ei fell" tl"/e s~:.:¢'L back ;~!iiat,~ett'af'je ~:;ys'l.'..e;.tm mn 'Ll'/~.s ell" any ad.jac:ent of i'i(.):.~apk)'y a]l.:ili(;:t t..(i'i(::l~.ti"~iii't:.al'll:'l 'l'.l'ia't'.. 't'hE.) capac:;i.'Ly mf 'Lhe) tot. a] Eiy!~iti;.:,lil :i.s ~:.:i [:)c.:,clr'oclili!ill al'iCl ,:':il'i'~.,.' (.:.:?tl].,~'il"(]i.~.~m(.:(.wl't. wi.I.]. ~'(!~:,ClLt:i.l"l.:.:, al"l ach:l:i.'t'..:i. Ol'l~al ((:]wr'll;'.~ F' ) I::'AL.II.... B :[ E:DIERM¢tN ALASKA enuIr oFIm[ FITAL COF1T OL SI F UICI S, Inc, F:'c:,r 'I::I]E) L~]. '(':~:.:.)l."l"l~:t'l::ci~, cJc.:.:,~i;J, gl"l 'J:C) F" tl'lJ. E5 ].(:]'t':. N(.:!.) hacJ I::)F'(L3pC')~;EeCJ thE, sys't:ern to) be at '!:h(:,;, r'w::iri':l'"~ e:~,r'~d (::~'f the lo't:. "l'l'"~e s(:.~Z:l.s ~....~el.'"e I::)(.~:;,'l:"l::eF' i::l"'~e:,l-'e~ I::)l..c[:: 'kl]e mc:)r'iJ.t(::)r tube had I::,er4:,n r-emoved,, [)n Apr:i..1 2.6~, ,.,,,~e J_n%ta].].ed tl"im~ m(::)rizt<:)r" tul:::,e 't:c) J..l!~ t:(.:.:?et, b(ii~,l(::)~,,,~ the (::)l-'J..gJ.i'la]. (~I?"'(:)LU"H::I ]. evl.? ]. ., [)r'l May :::!;~ Z989, the .l::ul::)(~:.) was (:Il'"},,. :[ i::,~:~:L.'L(~,,;'e J.'[". v,J(::~uld I::)e nl(:::,r~) appl'"C~l::)l""J.a'l:e -[':o ins'!:aiL1 a '?.'.rer'icl"l than a I:)(:~cl. The trerlch ~,~C:)L.~ ]. (::I I::)e at a depth 'from 8 'f~x.:.:et t(::) ;J~ 4 'f ,:.~? (:.? t w :L t h a 1 (~::'l"~ (.:.~1 t h (::, 'f: 6'? 'f e (~.? t:. :[ i: ')/c) u. ]"/&t v (::) &:t Fi x..,,' C) b j ~:.? c: 'l.: i.. (::)1'i s ]. E.:' '[7. fi'1 .~i' k I'1 c) FJ ,, "J" J'] &x ri J-:: y c::, L.[ ,, S :L r'H::: (-:.:~ r e 1 ¥ ~ 1412 W~SC 331~b c~v~.nuJB · ~nchoR~.qe., 2,,lt$k~, 99503 · (907) 279-5553 / I / I ,k Pipe and/or rebut reoovered DATE: I W,O` NO. KB. NO. PLOT PLAN GRID £ ~ B BHEET NO, I of/ PREPARED BY CORWIN' ~t A$SOOIATE$ 1000 E, D/MONO BLVD, SUITE 205 .. ANOHORAGE~ ALASKA (907) CHOKD BY,, ~. ,~, DRWN BY; El. EVATION$ BASED UPON d~)m~-~ DATA pr/or to c~nstructlon~ fo ~rlfy proposed ~lld/~g AREA OF LOT ~ ~ ~ 'grode r~lg/Ive lo f/n/shed Erode and utility . . conn~ctlon~ and lo det~rmin~ the exl~nce of FINI3H FLOOR ELEVATION ~7, o. uny ~a~emen/~, COVaflg~tS, Or ras/rlctlon~ ~hloh do not cppe~r on fha recorded subdivision PREPARED FOR' ~, ~o~/ plat, ':,. ' ALASKA { F1UIROFlm F1TAL COF1TROL IF1C. o ~nqineerinq $ ~nuironmcntcd Studies Apr.i. 1 1.1, 1989 MLu"I J.c i. p,a ]..i. ty (::1 'f Ar'~(=. Dc!.!pal'"tmer'lt o'f Ideal'Eh & Humari Servic:es 0 n ....-s :L t e S e r v i c ~:.~ s / W a t e r Q u a I i t y I:::'. 0,, Box :L9665 Anchorage, Al< 99519-6650 A'/"'l"lxl ~ Dan Rotl"~ IRE: L. ot. 11A, Blc~)cl.:: 2, ,Spring I=erest Subd.i. visJ. Ol-i Dear Dal"~: Attached is a copy o'f a design and soil tests for Dr-,, 'l"he so:Lls at the top o'F the hill slewly percolated. At t. he foot (:)'f the hill the soils were much better. Whei"l I checked the morlitor tubes erl Apr'i]. 10!, 1989, the top tube was dr,/~ At the bottom of tl"l(~ hJ.'.L1 tlJ"ll.~rE~ was still I::xei~weer~ 2-<5 feet (::)f snow, so the tLlJDE, I~.qTRSl]''~. 'J:CILIFiCJ,, 'T'he best pla]~ce 'fc:)r tJrt~'~ seepage system would be at tl"le base the Ir'li:l.:L. :[ I"i~:tVE.~ ~1~l..IJ:)ln.'i.'E'L~.:,c:J t~ao(:3 ]:r'l or"der" for- I)r,, B.i. edermar~ to start i:l'le r'evJ, ew i;lrc:x:ess 'for hJ.~ bLli].dilqg p]aJ'lti¢~ '.[ I']~ivv'e des:Lgr'tec:l the sept.:Lc system for th~'? '["(:)p C) f the I')il~ ,, ii'J: tI")~ JJJc)J'Ji'J"c)r fL.(be J.~] lat(]..~r found al': 'Jibe dOWl"ll"li].l s.i. te~, the system w~.].l be moved ti::) that s~.'Le 12~sir'lg the sec:or'id des.i.c, jr'i. I'I: yc)u hav(a any qLU.:.=)st.i, oF]s~, please let me know. SJ.l'lczer~.~ly yOLU'"S ~ I_er'(::ly C. Reid F'hD, PIE, DEE P r'es.i, den t I..CIR / ~s r 1412 WEs1; 331~0 &VCllU¢ · Anchog~q¢, AIAsk& 99503 · (9071 279~5553 ALASKA ENVIRONMENTAL CONTROL SERVICES, INC. /~/'12~lG' West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 / SHEET NO. OF CALCULATED BY i'/ ~/'~/ DATE CHECXED BY ~0 ~ DATE- SCALE ALASKA ENVIRONMENTAL CONTROL SERVICES, INC. ~/12{1~' West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 SHEETNO. 2 OF CHECKED BY DATE SCALE ///~*- J~ ' ALASKA ENVIRONMENTAL CONTROL SERVICES, INC. ?~12.~ West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 CHECKED BY DATE /"~ /" ~' 0 ~ 0 MUNICIPAI. ITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG- PERCOLATION TEST '~%/~( /; so 2OG PERCOLATION TEST PERFORMED FOR: DATE PERFORMED: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O C. Reid, No. 2251.~: COMMENTS L SLOPE BITE PLAN WAS GROUND WATER ~ S ENCOUNTERED? ~J o L O Gross Net Depth to Net Reading Date ~lt Time Time Water Drop PERCOLATION RATE z_//~ (minutes/inch) TEST RUN BETWEEN /-~ ~"~', FT AND----~- FT PERFORMED BY: '-~:)~q~' '~ 5 CERTIFIED BY: DATE: 72-008 (6/79) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG- PERCOLATION TEST PERCOLATION TEST PERFORMED FOR: LEGAL DESCR,PTION:. . 3 4 5 B2 7 10 17 18- No. 2~5~. 19.- 20- DATE PERFORMED:. SITE PLAN SLOPE WAS GROUND WATER ENCOUNTERED7 'O P IF YES, AT WHAT E DEPTH?, ~ ~,~Reading Date Gross Net Depth to Net ; Time Time Water Drop PERCOLATION RATE q .(minutes/inch) TEST RUN BETWEEN ~/~' FT AND ~ FT PERFORMED BY:'-~t~{ CERTIFIED BY: DATE: 72-008 (6/79) ,L ,O/~,-~,~/e _7' .i,t3 ri LEGEND · 0 Pr/mary m~numon/ re~ovetod I/on Pip# and/or r#bar rooovar#d ,~/8"x 30'rsbar ~a! this survvy ELEVATIONS BASED UPON AREA OF LOT. ~zk~ FINISH.FLOOR gLWVATION 97, o. PREPARED FOR~ /'~,~, Dt?WN BY: W,-.q,.¢, DATE: _~/=~//./vo* SCALE: I.- ~ o Ctt~KD BY; ~.,z~. t~.O. NO. , EB. NO. 3,0 PLOT PL,qN ?_~ //~ ~.~' ~. SHEET NO,/ GRID ZG~ ~ H Is tho rospon$1blllty of ?ho ownor or bulldor, pr/or to oanstruotlon, to mr/fy proposed bolldinll grado rolo/No to finlshod grodo end utility conno~tlon~ and to dotormino tho axis/anco of nay oa~omon/$~ covenant$~ or roe/r/a/Ions whloh do not uppoar on tho rooordod subdivision PREPARED BY GOR~'IN' ~ ASSOCIATES lO00 E, O/MONO BLVO, SUITE ,20fl .. ANCNORAGE~ ALASKA 99515 (907) 5~'2-1311 E.SEPARATION DISTANCES Neighboring Tank:::. 100' Disposal Field on Lot:::. 100' if No ft if No if No 0Yes if No ft ft ft if No ft if No ft if No ft Manure/Animal Excreta Storage � 0Yes 12]NIA-Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Disposal Field(s) on Lot to: (Please enter distances if less than required) ft Tank to Foundation � 1 O' 0Yes if No ft Surface Water� 100' 0Yes if No *SO'+ ft Field to Foundation� 1 O' �Yes if No ft Wells on Adjacent Lots: Tank to Property Line� 5' 0Yes if No ft Wells� 100' 0Yes if No *SO'+ ft Field to Property Line � 1 O' 0Yes if No *5+ ft Community Wells� 200' 0Yes if No Water Main/Service Line� 1 O' IZJ Yes if No ft If tank or field is under driveway comment below F.ENGINEER'S COMMENTS *AWWTS G.CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER ft As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, basedon procedures outlined in the Certificate of On-Site Systems Approval Guidelines, indicates that the on-site watersupply 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. N fF. Garness Engineering Group, LTD. (GEG) ame o inn _______________________ _ Engineer's Printed Name Jeffrey A. Garness, P.E. 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 perfom1ance 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 perfo1m 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. Phone 907-337-6179 Date ________ _ GOSA Checklist_May2025.docx Le-(,,,.M.-t)t=A" C...!2,.· Pn,i.;,..) o ....i ,, I'-{ / zr