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T13N R3W SEC 13 E2NW4NE4NW4SE4NE4
o DUBEN AVENUE o Cl) 9 C Cn z C 9 CD < 5 CD m Oo � W S� 0) co N 89055'00" E 82.57' ----------- El/2 ------E1/2 N1/2 W1/2 SHED NE1/4 NW1/4 WELL SE1/4 NE1/4 13,618 sq. ft. 33.4' U' 0. 0' GRAVEL DRIVEWAY UTILITY POLE L - a 0 O O 00 C W Z v C C m < CY) m 0 2 -STORY N FRAME N 1111111110 110 I 33.4' 38.3' (S; SEWER CLEANOUT N Oo y Y SHED w REBxAR x �T,�E, UTILITY PEDESTALS FENCE S 89054'55" W 82.56' LOT 2A EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED SUBDIVISION PLATARE NOT SHOWN HEREON. THIS DOCUMENT DOES NOT CONSTITUTEA BOUNDARY SURVEYAND IS SUBJECT TO ANY INACCURACIES THATA SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. UNDER NO CIRCUMSTANCES SHOULD ANY OF THE DATA HEREON BE USED FOR CONSTRUCTION OF FENCES, IMPROVEMENTS, OR FOR ESTABLISHING PROPERTY BOUNDARIES. THIS SURVEY REPRESENTS A MORTGAGE LOCATION SURVEY PREPARED IN ACCORDANCE WITH THE ASPLS MORTGAGE LOCATION SURVEY STANDARDS. THIS MORTGAGE LOCATION SURVEY SHOULD ONLY BE USED FOR A SINGLE PROPERTY TRANSACTION. RE -USE OF THIS DRAWING BY THE ORIGINAL CLIENT OR BY OTHERS, FOR ADDITIONAL USES ATA LATER DATE WITHOUT EXPRESS CONSENT OF THE SURVEYOR ISA VIOLATION OF FEDERAL COPYRIGHT LAW. UNLESS GROSS NEGLIGENCE IS DISCOVERED, THE LIABILITY EXTENT OF THE PREPARER SHALL BE LIMITED TO THE AMOUNT OF FEES COLLECTED FOR SERVICES IN PREPARATION OF THIS PRODUCT. JOB # 25059 I NO CORNERS SET THIS DATE I SCALE 1" = 20' NOTE WELL LOCATION IS APPROXIMATE. WELL LOCATED BY PAROL EVIDENCE. 0 10' 20' OF �' . • . !rte ''i *: 44TH i �'• 6 u Sahz : o ��i� •• LS -14837 4 '. .• 4= AS -BUILT I HEREBY CERTIFY THAT I HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY: E1/2 N1/2 W1/2 NE1/4 NW1/4 SE1/4 NE1/4, SECTION 13, T 13 N, R 3 W, SEWARD MERIDIAN ANCHORAGE RECORDING DISTRICT, ALASKAAND THAT THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EXIST EXCEPTAS INDICATED. DATED THIS 4th DAY OF APRIL, 2025, AT ANCHORAGE, ALASKA. FIXED HEIGHT, LLC C.O.A.122554 Land Surveying Services WWW.FIXEDHEIGHT.COM 600 W 41 st. Ave, Ste. C, Anchorage, AK 99503 907.290.8949 COSA Checklist Legal Description: T13N R3W Sec 13 E2 NW4 NE4 NW4 SE4 NE4 Parcel ID: 006-055-09 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled Unk _Total depth Unk ft Cased to Unk ft ✓❑ Sanitary seal is functioning correctly ❑✓ Wires are properly protected Casing height (above ground) 12 in. Date of flow test for COSA 4/2/25 Static water level at beginning of test 25 ft. Comments N K DATA Measured o ing fluid level in septic tank Date of pumping ❑ Required maintenance complete WWTS Comments: ABSORPTION FIELD DATA Which tem tested (date installed) ❑ ALL stand i s present per record drawing Total measured dept m grade ft (max) Measured depth to pipe inve m grade ft (min) ❑ N/A — pressurized field. ❑ Per record drawings, field is insula ❑ Monitor tubes go to bottom of effective. If not, state depth into effective ❑ 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) If yes, enter date Comments/Deficiencies COSA Checklist June 2022 Well production at time of test 1.2 qpm Water storage tank volume None gallons Well disinfected for coliform test? ❑ Yes ✓❑ Nc © Coliform bacteria is Negative Nitrate mg/L ✓❑ Nitrate less than MRL (ND) Arsenic 5.98 1 ug/L ❑ Arsenic less than MRL (ND) Collected by Arcterra Consulting ,ate 3/19/25 FT STATION ❑ Require nti Age of lift station Lift station material Comments: ce completed �r-ea rs Adequacy test date Results ❑ Pass Fluid depth prior to test in Water added gal New fluid depth in Elapsed time min Final fluid depth in Absorption rate gpd LD STATUS — POST RECOVERY Effec depth (per record drawings) Effective de used in Effective depth rem g in in E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout > 100' ❑ Yes if No NA ft ❑ Yes if No 83* ft Neighboring Tank > 100' Q Yes if No ft Private Sewer/Septic Line > 25' Q Yes if No ft Absorption Field on Lot > 100' ❑ Yes if No NA ft Holding Tank > 100'✓❑ Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50'�/❑ Yes if No it Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑ Yes if No 38** ft © Yes if No ft ❑ N/A — Served by Community Well (not on lot) or Public Water Septic/Holding Tank and Absorption Fields) on Lot to: (Please enter distances if less than required) Building Foundatl � 10' ❑ Yes if No ft Surface Water > 100' ❑ Yes if No ft Tank to Property Line > 5' ❑ No ft Wells on Adjacent Lots: Field to Property Line > 10' ❑ Yes if No E Private Wells > 100' ❑ Yes if No ft Water Main > 10' ❑ Yes if No ft Comm ells > 200' ❑ Yes if No ft Water Service Line > 10' ❑ Yes if No ft If tank or field is under drive mment below F. ENGINEER'S COMMENTS *Sewer connected prior to 1983. ** Ductile iron class 2 installed within 50' of well radius. 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 Arcterra Consulting Phone (907)-696-6111 Engineer's Printed Name Kenneth Duffus Date A ; Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. ♦%Rwww r The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The �L OF flow and absorption rates may change due to subsurface conditions that may not be observed from the �.0 surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year o �7 and the water usage of the family being served by the system. The operational life of all well and septic 4 systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, ArcTerra can not give any estimate of how long a system will S t function satisfactory for current or future occupants or can ArcTerra guarantee that no unseen encroachments, deficiencies or discrepancies exist f !{EINE F 5 Iry I♦, rE tS5 �`1 i A. 0 L ani =kms COSA Checklist—June 2022 air- frfm**ff.wrWEN*; Wi1+Alt w—AWIPI 6 SEWER CONNECTION'.' On dL Location: Alley ❑ GL I�orct� Address_ 77? 3 N g r,�.�{ re-6,A W4 Ca /V -W 0 Street 1& P-N�lyti aaelu Av6i cF 2124717-7 3 CD r Y Form No. S229(4-76) MMMNPW I Dermif No.. Z3 no :acct. No.,26.%3634) `oda -/ w CY i d (Sketch on Back) Size Connect.....4/ //.Type Depth at Stub � 1 Depth at Structure Size Main Type Approved El Riser Locale New Connection El Replacement Connection, 0 Grade hCouplings El Type Backwater Valve ❑ Type Bedding ❑ Type Compaction insulation T pe Cleanouts _Type Location > ate. d4 4� �Sf c�cl�� d�-c,Q e&eL a•.� �o�-S C� f M WATER: Municipal El C.A.U. D Private ❑ Residential 19 Type 7 No. of Units.�.�,.�... Commercial El Type Industrial D Type Control Manhole Location Type Elevation 'Approved Comments: c'.4 � U C.." Connection Mode By: �/441 U -el. _ s~ Temporary Construction Rater F R' ASSESSMENTS Imp. Dist No. Sub. Agreement- Latera I Assmt ❑ Trunk Assmt. Ext. Agreement Trunk Imp. Dist. 0 Grid., Assessments Paid[] Comments: �Z&2ra co; &&e 1-2C i vCr. Inspection By; A311V 0 z (900) Loo- tE JL3381S a104uow IOJIUO:D 10 u0i1oOo-1 MoyS 43tB�S AE) uoi�n�o� aura a�inaaS IIAla3dO8d N011 , h mn .7 " r Zl a■ a. t a w t-� r"= 1 ZT5 "t P1M,. Z.,. 1 70tea � T13N R3W SEC 13 E2NW4NE4NW4SE4N E4 #006-055-09