Loading...
HomeMy WebLinkAboutGLACIER VIEW HEIGHTS #4 BLK 3 LT 1Onsite File #050-501-25 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 4 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191451 PID Number: 050-501-25 Dwelling: ❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑ Upgrade Name Katherine McBride ABSORPTION FIELD ❑ Deep Trench OR Wide Trench ❑ Bed ❑ Mound Site Address 22475 Columbia Glacier Loop, Eagle River, AK ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 907-223-2254 4 1.0 GPD/SF 3.3/3.9 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 2.8/3.35* Ft. Gravel depth beneath pipe .5/.55 Ft. Subdivision Block Lot Glacier View Heights #4 3 1 Fill added above original grade O Ft. Gravel length 80/40 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES ToSeptic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 600 FF 2 >6 Ft. Well >100' >100' >100' N/A >25' TANK ❑ Septic © S.T.E.P. ❑ Holding ❑ Other Manufacturer Greer Capacity 1,500 Gal. Surface Water >100' >100' >100' N/A Material Plastic Number of compartments 2 Lot Line >5' >10' >5' N/A NA Foundation >10, > 1 0' > 1 0' N/A LIFT STATION Manufacturer Greer Capacity 250 Gal. Remarks *2" Insulation over absorption trenches. Alarm location Electrical installed by Inside Mudroom Power Lighting and Control PIPE MATERIAL House to tank D3034Tank to D3034 drainfield Installer Eagle Glacier Excavating Drainfield D3034 CO/MTD3034 Inspector L.Tidvuell BENCH MARK (Assumed elevation) 100 ft Inspection iInspection15` 6/4/20 nd 6/5/20 Location and description 2 NE Corner of House @ Bottom of Siding aro 4th ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp �C Conditional Approval: Date ���P,.•••`° '""°•:,�5 49th ...�. go ............................................ .0 MICHAEL E. ANDERSON C ! 5- w., No. CE -4381 ���'F,p'•.,1v11/Zo Septic System Approved Date �l �.� ��aa ��,>••'��C'� Note: this approval does not include well permit requirements. (Rev U5/U1/18) GLACIER VIEW HEIGHTS #4, BLOCK 3, LOT 1 PERMIT # OSP191451 8.1 PID # 050-501-25 MH1 21.5 28.8 MI -12 \1 32.7 MT1 49.0 ----7 MT2 72.8 79.2 MT3 65.1 86.6 MT4 97.5 119.5 \ BA L VALVES IN IRRIGATION L — — — VAULT TO CONTROL FLOW \ \ / \TO EITHER TRENCH. _ — — \ / / / O \ 1', 0 GA LQN'S.T.E.P. 1-40' LONG x 5' WIDE x 0.5 EFFECTIVE DEPTH ABSORPTION TRENCH TANK w/20'\MAI WAY. -W[2' SAND LINER. MT2 g0' LONG x 5'' VI{ZE x 0.5 E ECTIVE DEPTH ABS PTION TRENCH T1 W/2' SA LINER. r � \ \ J co �, \� \ \� 4-BDRM HOME / A \ MT \ V I \ SHA TH1 ` \ EX TING WELL s TTH2 \ EXISTING ABS Q�PTION �/ \ TRENCHES. LOT1\ \ LOT 1S ` \/ GE \ �a!��n� ��l�►_ A B LEGEND PLAN AS -BUILT 0 50 100 FEET FCO 8.1 17.1 MH1 21.5 28.8 MI -12 23.6 32.7 MT1 49.0 60.7 MT2 72.8 79.2 MT3 65.1 86.6 MT4 97.5 119.5 CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE PROFILE AS-BUILT (NO SCALE) 96.0 90.0 96.5 101.45 PERMIT # OSP191451 PID # 050-501-25 GLACIER VIEW HEIGHTS #4, BLOCK 3, LOT 1 11/10/20 1,500 GALLON S.T.E.P TANK GLACIER VIEW HEIGHTS #4, BLOCK 3, LOT 1 PERMIT # OSP191451 PID # 050-501-25 •- -�� • it . - • li 108.5 108.5 SAND FILTER 100.2 GROUNDWATER 7/16/20 97.8 109.3 ORIGINAL/FINISH GRADE 2" INSULATION 105.95 ° ` °CRAjNFIE11D ROCK ° 105.4 105.4 SAND FILTER 40' 103.4 GE ENGINEERING 97.75 GROUNDWATER 7/16/20 95.3 PROFILE AS -BUILT (NO SCALE) LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST TECHNICIAN: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DEPTH (feet) PROJECT No.: TEST HOLE A SLOPE SLOPE SITE PLAN DATE READING GROSS TIME(minutes)NET TIME(minutes) DEPTH toWATER NET DROP TEST HOLE PRESOAKED PRIOR TO TESTING: PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH) TEST RUN BETWEEN: FT. and FT. COMMENTS: (inches)(inches) GLACIER VIEW HEIGHTS #4 B3 L1 6/3/2020 L.TIDWELL DATE OF MONITORING: WAS GROUND WATER ENCOUNTERED? DEPTH OF WATER AFTER MONITORING: IF YES @ WHAT DEPTH?13 0.7 6 3 4 pid MCBRIDE KATHERINE D 2:33 6/3/20 1 2 3 4 5 6 3-9 2:36 2:39 2:44 2:48 3:01 2' OB Professional Engineers Stamp: 11/12/20 2:45 YES 11.6 7/16/20 12' GM 3:27 3:29 3:59 4:21 4:12 3-9 3-9 3-9 3-9 3-9 6 6 6 6 6 6 Readings were taken to 1/16" increments. Groundwater on Lot 2 to the east was found at 13' and 14' in January of 1994, seven years after the test holes were placed on Lot 1. This is probably due to drainage improvements in the area. Groundwater on THA was found at 11.6'. Trench depths were revised based on the THA reading and the readings on the neighboring lot. CHAIN—LINK FENCE HOUSE DETAIL Scale: 1" = 30' ?4.5' DECK 1.5' CANT N 88'00'15"E 17.10' A 0 IJ / \ R Sy 1L �� aP°+JS \ �R�. Lot 2 r. MANHOLES WELL 0) I N / 10 .Y :12.2' ry� � SHED ai SEE HOUSE I I \ 1 J DETAIL \ SEPTIC PIPES \ s o Lot 1 ,��� 43,742 S.F. 5 Lot 15 \ N R� \ OSO \ O}L8 \ \ 9 RS. \�10UTILITY EASEMENT PLOT PLAN AS BUILT X SCALE 1" = 50' GRID SW 0159 Project No. 20-205/R1 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone 0000�pOO (907) 522-4625 Fax o OFA Professional Land Surveyors kenOlongsurvey.com c �, ,. .• q Q jonathanOlangsurvey.com o�P •.s �O• I hereby certify that I have surveyed the following described property: LOT 1, BLOCK 3, GLACIER VIEW HEIGHTS — UNIT No. 4 (PLAT No. 84-77) Anchorage Recording District, Alaska, and that the Improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no Improvements on the properly lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on sold property except as Indicated hereon. Dated this they Day of "�, L° at Anchorage, Alaska It Is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. 49?H 9* ............ A ... ,.J ............. ... •. KENNETH C. • • � P '-.VS— 203.• yJOO 44� aAFSSIONA� �o �40000�� AECC963 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 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP191451 Work Type: Septic Upgrade Tax Code Number: 05050125000 Site Legal Address: GLACIER VIEW HEIGHTS #4 BLK 3 LT 1 G:0159 Site Mailing Address: 22475 COLUMBIA GLACIER LOOP, Eagle River Owner: MCBRIDE KATHERINE D Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date Expiration Date Lot Size in Sq Ft ,�11'1t'1I( 1- J �. 1.)epartment Total Bedrooms: 10/10/2019 10/9/2020 43742 Q Disposal Field Q 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 f .tel j Special Provisions: 1. A test hole shall be provided, as shown on the site plan, to verify separations to groundwater and impermeables, as well as to confirm percolation rate. Construction can proceed at your own risk prior to 7 -day j groundwater monitoring. If results require a design change, construction shall stop pending Onsite review and j approval of a change order. Please submit results with the inspection report (or change order, if required). 2. A minimum 20" manway riser is required to the first compartment of the septic tank, as noted on the site plan. M Co #1 : —Ie -,s+ U,-_ ��,,��� � a 2 ��+ s�,� ��.,, Received By: _ Date: i Issued By: ' (' Date: b MUNICIPALITY OF ANCHORAGE z,r Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 050-501-25 Property owner(s) Katherine McBride Day phone 223-2254 Mailing address 22475 Columbia Glacier Loop Eagle River, AK 99577 Site address Same Legal description (Sub'd., Block & Lot) Glacier View Heights #4, Block 3, Lot 1 Legal description (Township, Range & Section) Lot Size 43,742 Sq. Ft. Number of Bedrooms Four (4) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) ❑X (w/wo ADU) Septic Tank ❑X Upgrade ❑x Duplex ❑ (D) Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / 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: X96- Waiver Fees: Date of Payment: Date of Payment: Receipt Number: Receipt Number: Permit No. dc)'o! 91u5-1 Waiver No. Permit App_:;- : - ; PO BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) October 7, 2019 MOA Development Services Department On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Glacier View Heights #4, Block 3, Lot 1 – 22475 Columbia Glacier Loop Septic System Design and Permit Application Dear On-Site Services Engineer: The septic system on the subject lot has failed and must be replaced. We are submitting this design and permit application for the construction of a new septic system to serve the four-bedroom home on the lot. The attached site plan identifies the location of the structures and the existing well along with the existing and proposed septic locations. No conflicts exist between the proposed system and any other well or septic system on this or adjacent lots. The ground surface on the lot slopes to the west. There are no slopes greater than 25% within 50 feet downslope of the proposed site. Topographic contours are shown on the site plan showing the grade and direction of flow. Storm water drainage will not impact this septic system. The new trenches will be constructed parallel to the slope as much as possible. Wells on this and adjacent lots are shown. The new system will be a minimum of 100’ from all wells and surface water, and more than 5’ away from the septic tank. Please refer to the attached test hole log and plan and profile sheets for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Michael E. Anderson, PE 10-7-19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191451, Rebecca Carroll, 10/10/19 x 535 530 5 4 0 525 10050 0 FEET 1"=50' 4-BDRM HOME NOTE: NO SLOPES >25% WITHIN 50' OR SURFACE WATER WITHIN 100' OF THE PROPOSED SEPTIC SYSTEM ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC SYSTEMS. CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND TH1 GLACIER VIEW HEIGHTS #4, BLOCK 3, LOT 1 SLOPES > 25% SLOPES > 46%10/7/19 COLUMBIA GLACIER LOOP1,500 GALLON S.T.E.P. TANK w/20" MANWAY. EXISTING WELL 1 0 ' U T I L I T Y E A S EM E N T DECOMMISSION EXISTING S.T.E.P. TANK PER M.O.A. CODE. 2-75' LONG x 5' WIDE x .5 EFFECTIVE DEPTH ABSORPTION TRENCHES. TH2 PROPOSED TEST HOLE. BALL VALVES IN IRRIGATION VAULT TO CONTROL FLOW TO EITHER SYSTEM. EXISTING ABSORPTION TRENCHES. SHED Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191451, Rebecca Carroll, 10/10/19 GLACIER VIEW HEIGHTS #4, BLOCK 3, LOT 1 DESIGN FACTORS: SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW PERK RATE: 15 MIN/IN APPLICATION RATE: .8 GPD/SF 5' WIDE SHALLOW TRENCH SYSTEM 1,500-GALLON S.T.E.P. TANK TYPICAL TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY BOTTOM OF TRENCH: 1.5' BELOW GRADE FLOW LINE ELEVATION: 1' BELOW GRADE TOP OF TRENCH: 2.5' ABOVE GRADE 600 GPD / .8 GPD/SF /5' WIDE * 1.0 (RED. FACTOR) = 150 LF TRENCH REQUIRED (150 LF SPECIFIED) 10/7/19 1" PERFORATED PVC (HOLES DOWN) 15 - 3 16 " DIAMETER HOLES PER LATERAL 5' ON CENTER 5' 2.5' 6" 6" DRAINFIELD ROCK 6" GEOTEXTILE FABRIC 4" TOPSOIL & REVEGETATE 1 3 1 3 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191451, Rebecca Carroll, 10/10/19 `CHAIN-LINK FENCE HOUSE DETAIL Scale: 1 " = 30' ULI F\ I - 1-111 :y m o 'x24.5' DECK 1.5' CANT N 88°00' 15"E 17.10' \' Z/-10' UTILITY EASEMENT Lot 2 PLOT PLAN ___ AS BUILT _X_ SCALE 1 50' GRID _ SW 0159 Project No. 19-416 A1____ 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone 0000�p�� Professional Land Surveyors keno 5Ian92-46survey5 Faxm v o F A ooh ken®co° , jonathan®langsurvey.com I hereby certify that I have surveyed the following described property: LOT 1, BLOCK 3, GLACIER VIEW HEIGHTS — UNIT No. 4 (PLAT No. 84-77) Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated this the _______ Day of ________________9 ______, at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. ;* e 49TH y*( ° ° ° ° KENNETH G. LANG .. ° °oma 1 C". �Q, °°°°LS -5202. SJ�O 440�R�FESSIONAL AECC963 r MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVlCI:"$ 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name DISTANCES A~,~s~FROM~ TANK FIELD WEI. L Phone(s) Permit No No. of Bedrooms WELL //'~ ~//~ Township, Range, Section ~- /H H ~ / ~ ~ ~ , / ~ ~S-BUILT DIAGRAM (Show Iocabon of well, septic syslem, propedy hnes, Ioundabon, TANKS N ~ SEPTIC ~/~ ~- ~ HOLDING ManuIacturer Capacity in gallons Material NO of Compadments. TYPE OF SYSTEM ~" ~ -- ~TRENCH ~ BED ~ W. DRAIN ~ OTHER / Fil, addedaboveoriglnalgrade ~ FT Graveldepthbeneathplpe ~,~ FT Total absorptmn area Oislance between lines ~0 SO FT /~ FT / / Number of lines Soil rating Pipe material / Installer ~ ~2~ / J] Date Installed WELLS / ~ PRIVATE ~ OTHER (Identify) -- / Installer Oate Installed: / REMARKS: Inspections Pedormed by: ~' . ,' ,' ., I ~'~¢~ codify thai Bis inspection was pedormed according to all ' ~,, ', , :.,:!~ :,;,~,~,<~ ' '" NE] SEPTIC + 100' / / / / / / / / lOO' / / Well \ \ \ \ \ \ \ HDUSE VACANT LDT ND WELL 1,500 tonk/llfl 1 1/*" PVC Tm 10' £LEC, & TEL~', EAS£HENT 5' WNIO 10' lolllna 'x \ VACANT LDT NE] WELL [~ TEST HaLE · MDNITE]R TUBE o SEWER CLEANUUT -~ WELL I::::::H::- EXISTING LEACHFIELD HIHtUH+- PRUPDSEB LEACNFIELD EASEMENT Sep.!ic... Syster sb_uil.± ..... LEGAL: LF1T 1 BLK 3 GLACIER VIEW SUBDV, ~q OWNER: McbRIdE CONTRACTOR: N/A EAGLE RIVER ENGINEERING SERWCES A P.O. Box 773294 EAGLE RIVER, AK. 99677 (907) 694-5~95 FAX: (907) 694-3297 LEGAL: LOT 1, BLOCK 3, A. GENERAL 1. 2. 3. SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM Glacier View Hts. ~4 o The well and septic plan are for a single family residence only, .,.~ '. The drawing and or site plan shall be a part of this specification. ~: All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. All excavations and depths are advisory and are to be verified or modified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. It is the responsibility of the ow'net to obtain all neoessary~ permits or easements and to locate any adjacent multi-family wells· The excavation is to be exactly in the area shown on the sitE~-- plan, any deviation requires engineer approval. It is always recommended that a surveyor locate the nearest lot line position and the location of any easem~ats. BED 1. The bed is to follow the natural land contour to maintain" uniform total depth of the bed bottom. 2. The bottom of the bed shall be level, plus or minus 1.5" 3. The total depth of the bed excavation is not to exceed 3' at any point. 4. The sewer line is to exit the house foundation to allow gravity flow to the leach field area at proper leach field depth. 5. The bed gravel is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a dept~ of 4' or equivalent is to be placed over the leachfield. 7. The area over the bed is to be finish graded to prevent ponding of surface water runoff. 8. The septic tank and leaohfteld must not be closer than 100' to any existtng private well, 150' to any Class "C" well, or 200 feet · ' to any community well. RECOMMENDED LEACHFIELD DIMENSIONS TOTAL DEPTH = ~' GRAVEL DEPTH = BED LENGTH = 63' BED WIDTH= 18' 6" below pipe Soil Rating = 190 Bedroom Capacity = 4 Septic Tank Size = 1,250 Tom Fink, Mayor N unic pality Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 January 8, 1990 Douglas & Kathleen McBride Box 670682 Chugiak, Alaska 99567 Subject: Lot 1 Block 3 Glacier View Heights S/D #4 Permit #890153, PID #050-501-25 The subject permit, issued by this office for a single family well and/or on-site wastewate'r system has expired as of December 31, 1989. Permits are issued on a calendar year basis by authority of the Municipal Code of Regulations. A new permit must be obtained from this office for an well and/or on-site wastewater system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this office for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site wastewater system, the original as-built inspection report (three-part form) must'be sent to this office for review, approval and documentation. When applying for a new permit, the fees are: $90.00 for an on-site wastewater permit; $50.00 for a well permit; $140.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sincerely, John Smith, P.E. Program Manager On-site Services JW/ljm:200 enc: Copy of Permit "Kids Are Our Future" ii)i::U['.(.:¢? "El? .AC..!Ci',: ()Jii!/'().'(J., ,..J. !i~il"l(:i :J.I'!E.:'E:)I" .. :': ~:~ ~:. U r~:;. I:: IX:)['fl I{) ~:i~ i'" 'k iii (:::~ t'i 'J:. {E~ ,, il) Ei{'Ji:) 'L J"~ 'J: C:) 'E. {::)Ill} Ct J' E~ (l{{' J::t '~. ;i. Ci 'k ~'dl J:: (. !i~, 't .:;. /j. ~, {' {};ir ('1'? 'U J-' (:}? {:llL.~ :J J" ( Z,} !ii ii. I"J '~i!} ~ i, ,J, {':}'L'J, J. (:)r'} ,i11) "../(,;,} J" 'U (i:'LI"i J,;~ { !!ii .} ,, 'I1"1]:'.i~ ii...IE:i.:) EF"/!i!:TI!~:J"i J"'ILfE~YJ' J:'.E:Ei: ]:I'4!ii~T~-~L..L.E:,O :IN P~E;12E)F~[)/-~'ff,]ii:;l~i: !,~J:[TH 'ii'Il!ii: Pd:::'l:: i:,:J. EJVliii:]:) J:'i:N(:'.'~ Jl I\llii[!iLiZJ::~ ' ~ii~ ])E!:~i~ Z[ (Z':}J",J ,, OI Jl"J~i!~ J"JLJ,"ii~'l' .EIE: I\J[:)"J' [ J:::' ]: J:iZD J:::'I::;: :[ EiI::~i '10 ~'.'iL.l... ZJ'. 1"4 ..... J:;~l!::!ii~ :[ ))lii!ii',Ji2Jii:i EiJ",IL'( ,., ~?d".lO Li~XJ=' ii: J4:Jii:~i!~ E]hl :J.~:i:'./.~!!: :l./l!iJ? ,, iii J",Jl!iii'I'(.)~J...L.~".~ J~ :[ EJN Cfi':' I:'~ L.. i[ '.'!i~ "~.'.'1T' ]i (:.:lJ",J I i:EilI:~!LJ :[ J::~iJiilE!~ 'I"I'"JL'.:.i (.;JI::'t='I::;,'E)I:::'F~'. ]: ~-:'(J' Jii!i Eil..liiii[.Tl'l::;,' :[ 12~:'~L. i[ IxHi:F:'E:.'E:T i1: E]I\I, (D~,,.n"~(.::!l".) :fbf::)i..J X X '%. ~ /~ VACAN'r LB* % ~ ~ ~ - TEST HBLE ~m~- EX)STIN6 LEACHFIEL~ mm~- PRDPDSE~ LEACHFIELD ..... EASEMENT EAGLE RIVER ,SPECIFICATIONS FOR ()N~SITE SEPTIC SYSTEM LEGAL: LOf 1, [3LOCK 3, GVlacier View Hts. A. GENERAL 1. The well and septic, plan are for a single family residence only. 2. The dnawfng and or' site plan shal'! be a par, t of this specii"lcat'ior~. 3. Ail materials and workmanship sha]'l n',ee~ ~he Anchorage Departrnent of Hca'] ~h and State Department of Envff nonmen~a'l Cor~servation nequfi nements. 4. Al'l sotl tests are advfisory to the destgn and are to be veni¢ied or medifled in the field by the engineer. 5. A'I] excav~tions and depths are advisor~ and are to be verifted or modified in the field by the contractor to meet Municipality o'f Anchorage, Department of Environmenta'l Conservation requfi rements. It is the responsibility o'f: the owner ~o obtain all necessary permits or easements and to locate any adjacent multi-.family we'lls. The excavation is ~o be exactly in the area fhown on the plan, any devffation requires engineer appnova3. It i¢ always recornmended that a sur'veyon locate the nearest ]fine posfitffon and ~he ]ecatffon of any easements. BED 1 . The bed is to 'Fo~llow the natur'a~l -land contour to maintain uniform total depth of the bed bottom. 2. The bottom of the bed sba'Ii be level, plus or minus 1.5" 3~ The total depth of the bed excavation is not to exceed 3' an~ point. 4. 'lhe sewer line fs to exfft the house foundation to allow gravity Co ~he "leach fle]d area at pr'open leach fteld depth. 5. The bed gravel is to be covered w~th typar 'fabric 6. So~l or combination of so~'l and extruded board insulation te a depth of 4' or equtvalen~ is to be placed over the ~leachfielcl. ?. The area over' the bed is to be fffnish graded to pneven~ pondinf~ of Surface waten runoff. 8. The septffc tank and leach¢ie]d must not be closer than 100' to alay exis%ffng private well, 1U0' to any Class "C" we'll, or' 200 to an~ community well. RECOMMENDED L. EACNFIELD DIMENSIONS TOTAL DEPTH = 3' GRAVEL 13EPTH =-- BED LENGTH = 63' 8ED WIDTH= 18' Soil Rating = 190 Bedroom Capacity = 4 Septic Tank Sffze = 1,250 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Al~k~ 99501 2644720 SOILS LOG - PERCOLATION TEST PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 2 5 7 8 12 13 14 15 16 17 18 19 20 SLOPE DATE PERFORMED:. SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT-- // DEPTH? I Gross Net Depth to Not 1 Reading Date I Time Time Waler Drop '/,~ (minules/inch) FT AND _~z__ FT PERCOLATION RATE TEST RUN BETWEEN P. 0. ~o~ 723294 EagIe River, AK 99577 72.008 (6/79) 6g~-5195 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorag0. Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERCOLATION TEST PERFORMED FOR': LEGAL DESCRIPTION: DATE PERFORMED:. 1 2 3 4 6 7 9 10 ~2 13 ~4 15 16 17 19 ~0 COMMENTS SLOPE SITE PLAN WAS GROUND WATER S ENCOUNTERED? .~,,1//..~ .j' L O P E IF YES, AT WHAT ~ /, DEPTH? 7 ~'~ ~ ,~ ~ <~ 7Co'' ?/~,~/~,~ Reading Date Gross Net Depth 1o Net Time Time Water Drop PERCOLATION RATE /~'-- (minutes/inch) TEST RUN BETWEEN '~ FT AND _ ~ FT PERFORM, ED BY: 72-O08 Ea;le Ri~er En;;r,~cring Scrvi:es P: U. 15ox 113294 Eagle River. AK 99577 694-5195 __CERTIFIED BY: ~'~"~'- DATE: DOC Co. dba SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK ALASKA 99567 · TELEPHONE 588.2759 OWNER OF LAND ADDRESS ' ' ' LEGAL DESCRIPTION DATE - Started PERMIT NUMBER DI(PTII OF WELl. SI .X Il(' LC\El OF WA1 I:R Fr Ended /, /:' V' GALS. PER HR ] ~, KIND OF FORMATION: From .Ft. to From _Ft. to ~ i From Ft. From ''j _.Ft. From__': :' Ft. Fromm: Ft. From , : Ft. From: ; Ft. to i, :, From.~' Ft. to . ~ Ft. From '.~ & _Ft. to: j: Ft, From .... Ft. to ....... Fl From 2_~Ft. to .' ."_2'____Ft. ~- ,, ur From.__ Ft. lo _ ___Fl Ft. ~'" / '~' ;::"',~'/,:}5, Ftc- , ;-;- ' From ....... Ft. to ........ Ft to Ft., i // ~'?,¢' -, -', %2:, From _____ Ft. to .... Ft. to "~; Ft.. ~ ; :~ ~[ :'/"~/~ . ~:,;:)'.1,.'~ From~l:l. lo ..... FI, to ~; _~Ft. '" ~'~ ':~ ';'J/~ From Ft. lo ...... Ft. to ,'" ': Ft, ~ ; I ~ ' ::;.L~/::; From to / .i Ft. :~ '/~ From .... Fl. to ...... Ft. __ Ft. h) .... Ft. ___Fl. In .......... Ft. Ft..)____ Ft. Ft. In ___Fl Ft. Ft. to_ Ft From ' ; Ft. to__Ft ,'(:~:; = ';'~ From Ft. to _ _ Ft From ..... Ft. to .... Ft From _ Ft. lo .... Ft From_ Irt. to Ft. From Ft. to Ft. From__ Ft. to ....... Ft. From Ft. to Ft. From____Ft. to ...... Ft From Ft. to M Li N I~I~.TIY~3I~H 0 RAOB MISCL. INFORMATION: DEPT, OF HEALTH & ENVIRONMENTAL PROTECTION SEP '1_ 3 198q RECEIVED DRILLER'S NAME 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. Cf CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING HAA# GENERAL INFORMATION Complete legal description Glacier View Heights #4, Lot 1, Block 3 T14N R1W Section 16 Location (site address ordirections) NHN Columbia Glacier Loop, Eagle River Property owner Mailing address Lending agency N/A Mailing address Douglas & Katherine McBride Box 670682. Chugiak. AK 99567 Day phone 694-2095 Day phone Agent N/A Address Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: 4 ~ TYPE OF WATER SUPPLY: Individual well x Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA ~'21 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 suppJy and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and typeofstructureindicated herein. I furtherverifythat based on the information obtained from the Municipality of Anchorage flies 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 Eagle River Engineering Services Phone 694-5195 99577 Address P.O. Box 773294,~/gle River, AK Engineer's signature ~"'~~~ DHHS SIGNATURE Approved for ~Zz/~.") 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. 724)25 (Rev. 1/91) Back MOA tl21 Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: (~L.R¢..I(_.I~, pl/d..!~J HFS -¢///' Parcel I.D. 7'/ 4' ,~/ ~11,¢ $ g¢., A. WELL DATA Well type /2/2_///',4'7'~, If A, B, or C, attach ADEC letter. Log present (Y/N) Y~.. % Date completed Total depth ADEC water system number O~'/~'¢ '¢!"'-~'/ Driller' Cased to / ~'0 / Casing height ._~. Wires properly protected (Y/N) 5UCC/ Y~ 5' Sanitary seal (Y/N) FROM WELL LOG Date of test 0~_/~' Static water level Well flOW Pump level SIEPARATION DISTANCES FROM WELL TO: Septic/h. oldg~ tank on lot //'~ Absorption field on lot ¢'//'~ i Public sewer main __ Sewer service line g.p.m. AT INSPECTION O 3//~/(¢ ~- MUNICIPALITY OF ANCHORAGE ~, ~' ~ ENViRONMFNTAL SERVICES DIVISION ~,LP 18 1~9~ g.p.m. RECEIVED __; On adjacent lots ; On adjacent lots Public sewer manhole/cleanout Petroleum tank _~¢¢~e- ¢/00 ' WATER SAMPLE RESULTS: Coliform Date of sample: Nitrate ~'~ ~'J/-)/- ' Other bacteria Collected by: g/V(=/A/E~ ~', B. SEPTIC/~-BING TANK DATA Date installed /4/~0 /D"/~i'~? Cleanouts (Y/N) \/E 5 Tank size / ~O0 Compartments Foundation cleanout (Y/N) ~/~ '~ Depression (Y/N) /k///'4 Alarm tested (Y/N) ~/~'~- Pumper ~'/'~ High water alarm (Y/N) Date of pumping SEPARATION DISTANCES FROM SEPTIC/HeL-BtN~ TANK TO: Well(s) on lot / / '~ On adjacent lots '/'/00 ~ Foundation / '~ / To property line 7~/0 ' Absorption field /~ / Waterma+n/service line v~/_~ ~ Surface water/drainage P/~0 / 72-026 (Rev. 7/91) Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed / 0/~/ 0 /~/)' // '-/~'/) Size in gallons /V2~)O v~ Vent (Y/N) ~ "Pump on" level at High water alarm level Meets MOA electrical codes (Y/N) Manufacturer Manhole~A?~ss (Y/N) ~--. ~'~ ~xpYE.' ~27'¢5/*-,] ',pu mp off" level at Cycles tested 7 SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot '/'//'~ / On adjacent lots '/' /CO / Surface water D. ABSORPTION FIELD DATA Length /5 7.- / Width Total absorption area Soil rating /¢O ' System type Gravel thickness ~.¢/~ ' " Total depth /, Cleanouts present (Y/N) ~/~,~ Depression over field (Y/N) ,A/¢ Results (pass/fail) ~/I S~ Peroxide treatment (past 12 months) (Y/N) Date of adequacy test ¢?//~5/¢ ¢, for ~ ~ bedrooms If yes, give date /V//~ SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Wellonlot ¢' /1"'/ / On adjacent lots ¢- /~O / Propertyline To building foundation ¢' ~(..) ~ To existing or abandoned system on lot On adjacent lots ¢' ,~D / Surface water Curtain drain Cutbank /V/,'~ Water-ma-lo, service line Driveway, parking/vehicle storage area lO / E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signature ~ Engineer's Name -~'¢~'~" ~ ~-~' Date ~'/~'/'¢'~-- / /- HAA Fee $ Date of Payment ¢~ '/(¢' ?.~-- Receipt Number Waiver Fee: $ Date of Payment Receipt Number MUNICIPALITY OF ANCHORAGE Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 Parcel I.D. # CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include lot, block, subdivision, section, township, range) Lot 1 Blk 3 Glacier View H~s ffnit ~4 T]4~ RlW Sec. 16 Location (address or directions) NHN Columbia Glacier Loop (b) PropertyownerDOUqlas/Katherine McBridf~lephone:(home) 688-20°~5Business Mailing Address P.O. Box 670682, Chuqiak, Ak 99567 (c) Lending Institution N/A Telephone Mailing Address (d) Real Estate Company and Agent Address_P.O. Box 774627, 'Telephone 694-2.388 (e) Mail the HAA to the following address: (or check here [] , if hold for pick up.) List contact person and day phone number below: P2Lnk np hy Rnginaer Target Realty/ Myrna 5ohnston Eagle River, Sk 99577 2. TYPE OF RESIDENCE Single-Family [] Number of bedrooms 4 3. WATER SUPPLY Individual WellxE] Community [] Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. 4, SEWAGE DISPOSAL On-site E~ Public lq 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, lverifythat 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. NameofFirm Eagl~ P~rer Engineerin~ SvcsTelephone 694-5195 Address P.O. Box 773294, Eagle River, Ak 99577 6. DHHS APPROVAL Approved for ¢ Approved ~. . bed roo ms by,~~~//,~ ~ate Disapproved Conditional 'Terms of Conditional Approval The MunicipalityofAnchorage Department of Health and Human Services(DHHS) issues Health Authority Approval cerificated based only upon the representations given in paragraphSabovebyan independent professionalengineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions inordertosatisfycertain federal and state requirements. Employees of DHHSdo not conduct inspections or analyze data beforeacertificateisissued. TheMunicipalityofAnchor~geis 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 MUNICIPALITY OF ANCHORAGE (MOA) Health Authority Approval (HAA) CHECKLIST- FEBRUARY 1984 343-4744 Legal Description: Well Classification Private Well Log Present (Y/N) Y Date Completed _ 8/89 IfA, B,C,D.E.C. Approved(Y/N) N/A tested Yield 5.45 GPM 10/16/~0 Total Depth IR] Cased to 180 Depth of Grouting bl/A Static Water Level 24' Pump Set At +37' Casing Height Above Ground 2.2 ' Sanitary Seal on Casing (Y/N) Y Electrical Wiring in Conduit (Y/N) ¥ Depression Around Wellhead (Y/N) N SEPARATION DISTANCES FROM WELL: To Septic/Holding Tank on Lot 117 ' To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line N/A ; On Adjoining Lots +100 ' +117 ' ; On Adjoining Lots +100 ' To Nearest Public Sewer Cleanout/Manhole N/A To Nearest Sewer Service Line on Lot 115' Water Sample Collected by Eagle R~r m. ngine~"~ng ;Date Water Sample Test Results Nitrate = N/D Coliform = 10/1%/90 Comments SEPT,C/.OL%. ',,TA.K DA.A Date Installed _.].990 Size d. SZ)~Z_~j~f, No. of Compartments Standpipes (Y/N) ¥ Air-tight Caps (Y/N) Depression over Tank (Y/N) N Pumping/Maintenance Contact on File (Y/N) Holding Tank High-Water Alarm (Y/N) N/A 2 + Lift Y Foundation Cleanout (Y/N) Y Date Last Pumped New N/A ; for N/A Temporary Holding Tank Permit (Y/N) SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK: To Water-Supply Well 117 ' To Property Line +] f~ ' To Water Main/Service Line + ] 0 ' To Stream, Pond, Lake or Major Drainage Course + 1 O0 ' Comments N/A To Building Foundation To Disposal Field 17' 10' 72-028 (Rev. 7/88) Front Page 1 of 2 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed 1990 October Width of Field 5 ' 190 11 - Square Feet of Absortion Area 760 Depression over Field (Y/N) Results of Last Adequacy Test N/A SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water-Supply Well +117 ' To Building Foundation +20 Lot N/A To Water Main/Service Line +~L0 To Stream, Pond, Lake, or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments 1.5 fBI~ Type of System De,sign Wide Length of Fierd 152 Depth of Field 1.5 ' Gravel Bed Thickness 6" Statndpipes Present (Y/N) Y Date of Last Adequacy Test New Construction Drainfield New Construction To Property Line l0 ' To Existing or Abandoned System on ; On Adjoining Lots +30 ' To Cutback (if present) bi/A N/A +10 ' D, LIFT STATION Date Installed Oct Size in Gallons 1500 "Pump On" Level at ]990 2.83' above High Water Alarm Level at 2,9 ' Tested for N/A New Meets MOA Electrical Codes (Y/N) Comments Yes Dimensions 1500 ?,-,! Anr~ Tnnk Manhole/Access (Y/N) ¥ bottom "Pump Off" Level at 2,5 ' Vent (Y/N) y Pumping Cycles during Adequacy Test. by Halmar Electrical, Licensed Electrician **Check Permitted Bedroom Rating Against HAA Request** I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in.el, feet op,the date of this inspectio .n6~¢¢? Signed :~d!B R,vor Engineering Services Company P, 0. O.:x 773294 Date /o,//~'/~ Esg!e fiJver,~, .... AK 99577 MOA No. ~*'--%¥' Receipt No. Date of Payment Amo nt: 72-026 (Rev. 7/88) Back Receipt No. Waiver Fee: $ Date of Payment Page 2 of 2 Seal A Eagle River Engineering Services 11940 Business Blvd, Suite //205 P.O. Box 773294 694-5195 Eagle River, Al<. 99577 Fox 69z~-3297 Legal: ~','-- / -¢/¢ ~ o"-/~-,~ z..-.,¢:.., /-.-'/-., //- .-~ Type of test: I~ Well Flow Test E] Septic 'rest Only D Well & Septic Test [] Other: Meter Monitor Well Tank I .... Time Reading Level Level Level OPM PSI Remarks , lo/'/~: IT IS ~HE RESPONSIBILITY OF THE OWNER OR BUILDER, PRIOR TO CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE TO FINISHED GRADE AiNDUTILITIES iCONNECTIONS, ~ TO DETERMINE TH]~ EXISTENCE OF ANY EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT .APPEAR ON THE RECORDED SUBDIVISION PLAT. NOTE: ELEVATIONS ARE /~SSUMED. DRAWN: DM~1.=40, t~ >! ] SCALE: FB: ._~' DATE: 7-21-89 I hereby certify that I have performed a Mor~ager'* spection of the lol]owing described property: ~lacier View Heights $~bd. ,Unit No. 4; _Lgt 1,Blk. 3 Anchorage FLecording Precinct. A.la~k~, end that the improve- merits situated thereon are within the property 1/ne~ anc~ do not over]ap or encroach on the property lytng adjacen! there- to, that no lmprovementa on property lying adjacent thereto encroach on the prerai.~ Ln queer/on and that there are no roadways, tran~mL~ion line~ or other visible e~.~ement~ on ~Jd property except a~ indicated hereon. Dated at Ancho~ge, Alaska thJ, 21 . day o/ JLlly ~1~9 688~45hh_. SEWARD & ASSOCIATES LAND SURVEYING GRID: SW 159