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HomeMy WebLinkAboutHILLSIDE PARK PUD LT 24Onsite File Hillside Park PUD Lot 24 #015-312-18 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP201329 PID Number: 015-312-18 Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade Name SANDRA WALDROUP ABSORPTION FIELD -EXISTING ❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address 7041 EAST TREE COURT, ANCHORAGE ❑ Other Phone71Number of Bedrooms Soil Rating Total depth from original grade 4 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot Fill added above original grade Ft. Gravel length Ft. HILLSIDE PARK PUD 24 Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field St Lift Station Tank Line Ft' Ft. Well 200'+ __ 25'+ TANK ® Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1250 Gal. Surface Water 100'+ -- Material HDPE Number of compartments 2 Lot Line 10'+ -- NA Foundation *81+ LIFT STATION Manufacturer Capacity Gal. Remarks *PER DESIGN & OUTSIDE SOIL -BEARING PRISM Alarm location Electrical installed by Tank to PIPE MATERIAL House to tank 3034 3034 Installer NORTHERN EXCAVATION dra of eld Drainfield CO/MT 3034 Inspector FWC BENCH MARK (Assumed elevation) 100 ft Inspeection 1st 8/31/20 9/1/2020 Location and description 2�d ction 3`d 4'h IBOTTOM OF SIDING ON-SITE WATER AND WASTEWATER SECTION APPROVAL 91� At Conditional Approval: Date ;. Curtis Huffman •..4 0VIP, ' • 0 2089010 • ' ���'<`,.�•� Septic System Approved - Date 1 D 1?3 o26_9 0 .C10/201289 Note: this approval does not include well permit requirements. (Rev 05/02/18) PID: 015-312-18 PERMIT: OSP201329 125 INT \F A -C=32.2' B -C=26.2' A -D=35.6' B -D=25.6' A -E=39 9' B -E=25 3' LOT 23 10' CEA EASEMENT SCALE; 1" = 30 CFPT1r' CF(`T10t\1 SCALE; NTS HILLSIDE PARK PUD LOT 24 SUPPORT 1 SERVICES: '_� OF AL\\ PREPARED FOR:SAN LDROUP 7041D EAST RA ATREEE COURT Fwc.6 T or� ANCHORAGE, AK 99507 C J * 9 TI FIRST WATER CONSULTING DATE: 10/20/2020 /, rtis Huffman / SURVEY: FRONTIER CE 128991 13030 SUES WAY DRAWN: FWCS ANCHORAGE, AK 99516 SCALE: 1" = 30' IAO/20/202i�� ��ssio� 907-350-9566 firstwaterAK@gmoil.com Lot 24 Hillside PUD Subdivision 19,709 Sq. Ft. +/- 7041 E. Tree Court 3 Story Wood Frame House w/Attached 2 Car Garage ;;;;;;S73° 0 5 ' 3 5 " E 1 1 5 . 0 3 S00° 05' 35"E 172.94L =1 3 .6 0 R =5 0 .0 0 L=45.40R=50.00 L=61.8 8 R =275.0 0S00° 05' 35"E 169.4722.9 11.0 11.0 52.7 35.918.3 2.019.8 4.0 25.7 E E G74.226.3 29.2 25.0 R.O.W.E LOT 25 LOT 23 TRACT C 10' CEA EASEMENT10' CEA EASEMENT 10' CEA EASEMENTPAVED DRIVEWAYRETAINING WALLS (TYP.) ℄ E A S T T R E E C O U R T T S S S SEPTIC COVER SS S PROFESSIONAL SEAL Date:Frontier Surveys, LLC Project No: 650 W. 58th Ave. Suite E Anchorage, Alaska 99518 As-Built Survey of: www.frontiersurveys.com Frontier Surveys, LLC I, Pierre Stragier, hereby certify that this Mortgage Inspection Survey was performed by me, or under my direct supervision on Plat:Grid:Ordered By: 907.460.1686 - info@frontiersurveys.com This survey complies with the ASPLS Mortgage Location Standards. The survey represents visible improvements and conditions at the time of the survey. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the existence of any easements, covenants, or restriction which do no appear on the record plat. Under no circumstances should this document be used for construction or for establishing a boundary or fence line. September 18th, 2020. Legend: Scale 1" = 30' Lot 24, Hillside PUD Subdivision Brandy Pennington 20-469 9/18/2020 79-168 2539 Gas Meter Electric Meter/Outside Power Deck Septic Fence MailboxS G E E T Elec. Pedestal Tel. Pedestal MB; Water Valve General Notes: 1. This document is created for the purpose of a single property transaction and is subject to Federal Copyright Laws. 2. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. 3. All measurements/setbacks are to the visual/apparent building footprint. 4. All dimensions to property lines are plus/minus 0.1ft.STA T E O F ALA S K A49 TH ROYEVRUSDNALLANOISSEFORP DERE T S IGER Pierre M. Stragier NO. LS-9812 10/19/2020 Fire Hydrant 8/26/2020 MUNICIPALITY E ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 015-312-18 Property owner(s) SANDRA L. WALDROUP Day phone 9073462899 Mailing address 7041 EAST TREE COURT, ANCHORAGE, AK 99507 Site address 7041 EAST TREE COURT, ANCHORAGE, AK 99507 Legal description (Sub'd., Block & Lot) HILLSIDE PARK PUD LOT 24 Legal description (Township, Range & Section) Lot Size 19789 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) El (w/wo ADU) Septic Tank 0 Upgrade Duplex ElHolding (D) Tank ElRenewal ElMultiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ 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: 'M % m 5 W ib -fl Date of Payment: 2; ` 1 q 2 Q Receipt Number: ) 1 Cl 104 q Permit No. C S P'. O,) 3 � c) )Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc • FIrst Darer C 0 N8 LI L T I N G WATERiWASTEWATER - SUPPORT& PLANWHt; 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com August 18, 2020 Municipalities of Anchorage On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC TANK UPGRADE PERMIT LEGAL: HILLSIDE PARK PUD LOT 24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE PHYSICAL: 7041 EAST TREE COURT, ANCHORAGE, AK 99507 OSP201329, Rebecca Carroll, 08/25/20 The owner has requested that we obtain a septic permit to upgrade the existing aged steel septic tank on the above referenced lot. We propose to install a 1250 -gallon HDPE tank outside any deck supports or pilings to the bottom of the tank to serve the existing 4 -bedroom residence. The lot and area are served by Class "A" Community water. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, 1 Curtis Huffman, P.E. FqtWqEter\n pN SU LiINGRVICES C r� :v Wd'uP' NA Sp I EW A" EA �"-.BIIPPO A!&PLANNING Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE CON LIE OSP201329, Rebecca Carroll 08 DESIGN CRITERIA: DECOMMISSION EXISITING SEPTIC TANK & INSTALL NEW 1250—GAL HDPE GREER SEPTIC TANK. MAINTAIN 7.5'+ FROM FOUNDATION, 200' TO WELLS, 5' TO FIELD & DECK SUPPORTS OR INSTALL DECK PILING TO BOTTOM OF TANK WITH 4' OF COVER OR INSULATION. INSTALL PER AMC 15.65, 15.55, & MASS... TANK BEDDING, SEPARATIONS, MATERIALS, I I MAxel wo ru LOT & ADJ LOTS SERVED BY CLASS A WELL - NO WELLS W/IN 200' OF PROPOSED TANK DECOMMISSION EXISTING S.T. & INSTALL NEW 1250—GAL HDPE SEPTIC TANK 5'+ FROM DECK SUPPORTS OR PILLING TO BOTTOM OF ST 2.9 .2 WITH NEW FCO & DCO. \ SUMP LOT 25 DCO EXISTING . ' FIELD L FCO _ o. 4—BR HOUSE CO LOT 23 O.. .: MH L . 7. Q �� PER MOA w REC. DOCS 10' CEA 0 L1 26.3 EASEMENT o - APPROX. • WATERLINE LOCATION 10' CEA FA+E SEMENT -7HILLSIDE PARK PUD LOT 24 SUPPORT eSERVICES: F\� PREPARED FOR: �' AZ,A,� 1 SANDRA L. WALDROUP Or1� 7041 EAST TREE COURT �/J7� * 9 TH ANCHORAGE, AK 99507 �J FIRST WATER CONSULTING DATE: 8/18/2020 /I rtis Huffman wx / SURVEY: FRONTIER �'rd, CE 128991 w 13030 SUES WAY DRAWN: FWCS 1 8/18/2020 / ANCHORAGE, AK 99516 SCALE: 1" = 30' t %orss. 100ti AV 907-350-9566 firstwaterAK@gmail.com \�__� Municipality of Anchorage On-site Water and Wastewater LANCE X8/25/20 REVIEWED FOR CODE COMP OSP201329, Rebecca Carroll, E❑UNDATI❑N & DECK SUPPORT TO TANK EXISTING DECK 7.5'+ GRADE 00 BASEMENT ASSUMED FOOTER ELEVATION 1250—GAL SEPTIC TANK INSTALL DECK / 6.5'W BED TANK PILING / SUPPORT `SOPER MFR REQ. TO BOTTOM OF TANK ELEVATION F �A HILLSIDE PARK PUD LOT 24 SUPPORT SERVICES: d F AZ�� PREPARED FOR: 5 ����' � 1 1� SANDRA L. WALDROUP 7041 EAST TREE COURT ANCHORAGE, AK 99507 ,/f� 9 TH 4t�� //rtes Huffman / FIRST WATER CONSULTING DATE: 8/25/2020 . 4 13030 SUES WAY SURVEY: FRONTIER DRAWN: FWCS fJ, CE 128991 ���' ANCHORAGE, AK 99516 907-350-9566 firstwaterAKQgmail.com SCALE: 1" = 5' 1 \ Abp 5/20.. LANCE X8/25/20 Lot 24 Hillside PUD Subdivision 19,709 Sq. Ft. +/- 7041 E. Tree Court 3 Story Wood Frame House w/Attached 2 Car Garage ;;;;;;S73° 0 5 ' 3 5 " E 1 1 5 . 0 3 S00° 05' 35"E 172.94L =1 3 .6 0 R =5 0 .0 0 L=45.40R=50.00 L=61.8 8 R =275.0 0S00° 05' 35"E 169.4722.9 11.0 11.0 52.7 35.918.32.019.8 4.0 25.7 E E G S S74.226.3 29.2 25.0 R.O.W.E LOT 25 LOT 23 TRACT C 10' CEA EASEMENT10' CEA EASEMENT 10' CEA EASEMENTPAVED DRIVEWAYRETAINING WALLS (TYP.) ℄ E A S T T R E E C O U R T T PROFESSIONAL SEAL Date:Frontier Surveys, LLC Project No: 650 W. 58th Ave. Suite E Anchorage, Alaska 99518 As-Built Survey of: www.frontiersurveys.com Frontier Surveys, LLC I, Pierre Stragier, hereby certify that this Mortgage Inspection Survey was performed by me, or under my direct supervision on Plat:Grid:Ordered By: 907.460.1686 - info@frontiersurveys.com This survey complies with the ASPLS Mortgage Location Standards. The survey represents visible improvements and conditions at the time of the survey. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the existence of any easements, covenants, or restriction which do no appear on the record plat. Under no circumstances should this document be used for construction or for establishing a boundary or fence line. August 10th, 2020. Legend: Scale 1" = 30' Lot 24, Hillside PUD Subdivision Brandy Pennington 20-364 8/11/2020 79-168 2539 Gas Meter Electric Meter/Outside Power Deck Septic Fence MailboxS G E E T Elec. Pedestal Tel. Pedestal MB; Water Valve General Notes: 1. This document is created for the purpose of a single property transaction and is subject to Federal Copyright Laws. 2. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. 3. All measurements/setbacks are to the visual/apparent building footprint. 4. All dimensions to property lines are plus/minus 0.1ft.STA T E O F ALA S K A49 TH ROYEVRUSDNALLANOISSEFORP DERE T S IGER Pierre M. Stragier NO. LS-9812 08/11/2020 Fire Hydrant ,~) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON,SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE ~ NEW LEGAL DESCRIPTION ~ NO. OF BEDROOMS L CC A T ION DISTANCE TO: ~1~0~ ~, Absorotion m-e~ 7 ' D~eHin~ m,~, Manufacturer ~'e ~ Materia~~ No. of compacts c it ' lions Inside length Width Liquid depth ~ ~ DISTANCE TO: Well Dwelling PERMIT NO. 0 Z ( Manufacturer Material Liquid capacity in gallons =~ O ~ DISTANCE TO: Welldo ~ ~ Foundatio~ / Nearest lot line7 ~ ~ = No. of lines / Length~h ~ne Total ,anchor ~nes Trench wi~ Distanc~F~n =~ Top of tile to finish grade ~ , Material beneath tile ~ *~ - .,.~..~0' ' -~U~ area Length Width Depth PERMIT NO. ~ D Type of crib Crib diameter Crib depth Total effective absorption area ~ Well Building foundation Nearest lot line ~ DISTANCE TO: ~ Class Depth Driller Distance to lot line PERMIT NO. ~ Building foundation Sewer line Septic tank Absorption area(s) ~ DISTANCE TO: OTHER R~AR KS __ ~ i I I h ,/ APPROV~~ DATE LEGAL PERMIT NO~ APPLICANT LOCATION LEGAL _,RH t69o-K RN..H. g4~-:E,'006 FRANK BETHRRD ,= - · ,', -' F: ERST TREE CT. LOT;24 HILLSIBEPARK SUB.;/ LOT =,I~E i9789 S6!t..IRRE FEET c- ,¢- IS: ' TYPE OF SOIL ABSORPTION _,~r=,TEM TRENch MM~-,IMUM NUMBER OF BEDROOMS TM 4 SOIL RATING THE REQUIRED SIZE OF THE SOIL 8BSORPTION~ IS: DEPTH= 2L6 L_E[-~GTH= ~"EL DEPTH~ THE LENGTH DIMENSION IS ThE LENGTh ,,IN FEEt) OF THE TRENCh OR DRRINFIEID. THE DEPTH OF R TRENCH O~ PIT ~ THE DI=.TRNL:E BETWEEN THE SURFRCE Of THE GROUND RND THE bOTTOM OF THE~ E~<C~VRTION (IN FEET). THERE IS NO SET WIDth FOR TRENCHES. ThE GRRVEL DEPth IS THE MINIMUM DEPTH OF GRRVEL BETWEEN THE OUTFRL1 PIPE ~ND THE BOTTGM OF THE E~C:RVRTION (IN FEET). IF;~.:EC~:--!IJ IRE[:, SEF'T I i-: TRI'41'--:: S I ZE= ::L250 l"~RLlCll'"~-- PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE DENbEa THAT THE WELL WILL SERVE. NUMBER OF RESI * ~ TLqCI ,:: ~.: ) I r-~SPEL-I-T I Cif-lS ARE REi;!.U I F-:E[:, BRCKFIL. LING OF ANY =,~r=.tEH WITHOUT FINAL INSPECTION AND RPF'RO"/RL BY THIS DEPRRTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS i00 FEET FOR A PRIVATE WELL OR t50 TO 200 FEET FROM R PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM R PRIVATE WELL TO R PRIVATE SEWER LINE IS 25 FEET AND TO 8 COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIRGRRMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. RE_ [~E C:E f-lB ER 2-:i.. 2L:B:BE~ F'ERI"-I Z T e~-:f" I b5 iPPLIC~INT FRRF~.' BET~"R~¢' / I CERTIFY THAT l: I RM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. EWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE THRN 4 BEDROOMS, V4. 0 TELEPHONE ~J07-279-0,1~13 TE,,.L..~X 090-354 C;v/l £n£;necrs Coeologis ts Land Surveyors .CDLM A. t,SN~tE$. P.E., L.S. ES H. WELLMAN, October 30, 1972 No. 25131 RALPH }{. f/,IGLIACClO Air. Howard Nugent Star Rou~eA, BoxlS?l-N Anchorage, Alaska 99507. Re: Subsurface Exploration Jn Howard Nugent Subdivision Dear 5%. Nugent: We are submittJnb~ herewith resttlts of the f~eld exploration and our comments regarding soll conditions and overall site development within the proposed sub- divlslcn. The investigation was performed Jn accordance with your reque5~ October 12, 1972 and the n~e~hod outlined fi% o~ subsequent d~scusslons. procedures used Jn this investigation were directed to ideneify~g ' " soil conditions in accordance v:iCh the Greater Anchoz~;:e Area Borough's ment o~ Environmental Quality specifications, and [,lrther~ ~he ~eld dsta ob.. ta~ed has been used to define other develop,nent considerations ~or this parti- cular site. YVe understand that the proposed developmen~ is to be a resldent{al containing !6ts o~ various size and other improvement5 such as ro;,ds and. ways;all~", which are aoticipated to ,,eneraI~yo ' Con/o~ Lot'~',,,,, naru r,n] '1,.~., ./r.a..uz .F,;r~l',ctr, [~ is our u;',derstan~ng ~hat sanita:~ treatment v,rJl[ bc~ "on-b~l.a'~ Bas.id on your con'~mvncs v;e have assumed that domestic water %vJll [)q from avmb%~ole sources located outside th(.: proposed subdlvls~on. A tot:~l of .-'.even horJnffs were performed a~ the site and the results oE t!xe:;e boring;:;, a)o:',~; w{th a [ocatJon map, are included with thJ. s letter. The lcc. a~J.:,u o~ the bor~izf;:~.~:s shown on Dr~c.v~n~ A-0l,are approxhna~e o~y and haw nc.L' J',.~:~n tied Jn by ,;urvcu.,. :he,hods. The borinoa. =.,as shown on Drawings. B-03 and F..;<,. .. were typJc,,Ey ;:xtbnded t'o i,) maximum depth o~ 21; 5 ~ae~. TestHole 02 w.;;4 ~,~'~ on an apparen~ boulder. IN,,, .~,1...,~ ltl-. d,AI. .... JUNEALI iEXH :[?,1T F'!' ,'"::,.., l JEt.. :.'.; r.': C (,? ' l~Ir. lloward Page Soil borings and sampling operations were performed wltb a "Mol)il B-50" rotary-type drilling rig, equipped with a hydraulic bead, mounted on a Nod- well track carrier. The boreholes were advanced using continuous -f. light so]ld-stem 9 inch O.D. augers and representative samples w~.re obtained by means o~ split-spoon sampling procedures in accordance with AST~ Specifi- cation D-1586-64T. In this procedure, a split-barrel sampler (1.4" ID) is driven into undisturbed soil with a 1,10 pound hammer having a 30 inch ~ree~all. The penetr~tlon resistance (blow count) for this sampler gives an indication of the relative density o~ ~be ~n-place soil. Additional "grab" samples were al.qo taken at selective depths (rom auger cuttings returned to the s~ur~ace. Ail s~.mples recovered in the fdeld were vlsual]y ident'i~ied before being re- turned to the laboratory for f~urther examination and The natur~ ground surface at the si~e has vet-y percept'able variations in pographical features, ranging from relatively steep slopes, prominent and well developed gullies to ~airly broad flatter ~mreas containing slight de- pressions. The overall gu'ound slope is generally to the nor6b northwest. Ve- getation consists of a fairly dense gro~h of la~-ge spruce, cottonwood and birch trees along ¥.dth scattered brush. The ground surface is heavily covered by deadfall and a thin (0.5 to 1.5 feet) layer of organic material (peat). The soils encountered at the site were typical off those associated wi~h tlv; latera] moraine deposit tzhat extends alon~ tqm foothills on the western slope of elds port. ion. of Cbt Chugach B'iouneain Range. The predominant material o~ tics deposit has Been described as a glacial ~ill' 'tl~at'i~ 'typically looser in the upper weathered zone and increases in denMey with depth Where coa.rser materials are normally cAcountered. The major soil type alon~; the soutband eastern higbcr portions o~.the pro- pe~ty was ~ound in Test: Holes 1, 2, 3 and 6 to be coarse grained maeeria! ranging from sand eo sandy gravel wi~b occasional botddcrs. Within.aha northwest and lower lying section o~ 'the property the coarser materia.[ was ~ound to be overlain by ~iner grained sH'~ and sandy silt sCrata which exl:ended to depths of 12. S, 10.0 and 15.0 feet in Test Holes q, 5 and 7, re~pac¢ively. Based oa the borcbolc "' -- c~at,:, the subsurface soil'~ are expected co bav,:~ a gen- erally de~.s:~ cons/sCency and to have relatively .h)w moisture conk~n~s. Ground v.,at(~r was not em:::unter,::d d:.u:i',~g drilling operations. The low i:ure centcnt of: ~'h~ ~oH, as noted ov~ Cbc boring records, is taken a~ an in, U- carbon that thc ground water table lies at some del?Cb below ehae obtained during tbls ex'ploraeion. It' is possible tba'¢ ground water co't,ld bu on a seasonal bagis in lower gtdly secL'ion~ and in the more poorly drained zones overlain by fine grained sil~ and sandy nile dcposi~s. P,&,v', El'lC;IN[it P,i!'IG & C.,r:..qLOGICAL C(3,qoLtL ~/,t,, ) ~> Wi~h reEard ~o potcn~a! on-s~te scweraEe disposal, we £ccl the mos~ desk'able ~oils for utilization o~ ~epage [,~ts genera~y oc~r h~ the east~n and southern port{ohs of the property. These ~eas appear to provide suitable co~ser graincd materials w~ch sho~d ~low relatively ~gh penneab~i~y. It appears that the upper soil strata w~thh% the we~t central and northweste~ areas o~ the proposed developmen~ ws~d have m~nal permeability and thus may re- qu~e lar~er seepase p~ts ~ order to accommodate a ~ven sewa~eload. As no ~round water was encountered dur{n~ dr~l~n~ opcrat{ons,{t ~s f~t that th{s may be an {nd{cat~onof relatlvely~ood so~ permeab~{ty; however, ]t ~s possible that a perched water table condOr{on cotdd occur {n thc overly{n~ f{ner ~rained mater- ials in t}{e lower po~{ons o~ the west central and northwestern areas o~ thc proposed subdiv{s{on, Ovcra~ sm~ace (~a~age trends ~enerally ~n the no~h nol~hwesterly d~ect~on; however, {ndividuzl lots may dra{n {n nearly any ~irecg{on depand{n~ on the~ surface dra{n- locat{on and orientat{on. For this reason, {~: is su~°sted that age cond{t{ons ~or each lot be ver{~c.J and that suitable drainage controls be provided. In th{s regard, grad~n% and ~{~ o~ low lands and g%~iies s}~ould be accompl{~hed w{~;h caution Frovis{ons shot~dbe takan to h~sure that s~.~ace water is allowed to ~ow away ~om struct%~'es or other a?purtcnances within tn~ subdiv{5{on. Construction of road~ w~l require the removal o~ the th~n ~%~{~hly corapre~s~ble or~a~Qc topsoil. A~ road'.rays sho%dd be constru~u~ to at least the rcqu{remcnt cstabl{shed hy the Greater Anc}~ora~e Area Borough. Thus, {n ' ' areas wherc'deposlts o~ ~ts or siluy sands occt%r, .i~ {s.z~econ~mcnded that non-~rost susceptible matezial be placed to desitin depths in layers not exceed- ' ~ ~e, density ~n[: 9 h~ches'in loose thickness and be compacted to 90 ,'u o~ determined by ASTM Specification D-]oS/-o,.F. ~urthe,., it is recommended that shu~lar design consideraeion~ be appli(:d ae driveways, sidcw,d, ks or other sucl~ paved are~s. Suitable borrow maeeriM 5ho~d be available ~rom within proposed dcvc].opment, however, the extent of availabU, ity w~l t:e dependent upon ~n~ development design concepts which relate, in part, to the desired balance between malnta{~¢ng csti%etic values and economic considerations. be noted t~at the mater{als consideri¢g .... ' req.~k'emen~ s, it encountered at depths exceeding ].0 fce¢ in thc wesCe.rn reaches oE'the scbdi- vi~;{on may possibly be diEfScult Co excavate, due to their high hxsitu relat['.',2 dcn~Sty. slol~cs a~'e riel cut (-o e:-cc~c;~ve dept:hs or sut],:~,, t:o . . or ground v.'at,,~r saepase. The s~ecper ~atura~ stol;cs noted id: the site drilling op,z:rat'ions appeared to be qui~e stable, however, fqnal design ! W(;IN;!EK!I'~G & GE.[)LC'<':.iC/~[ Mt. lIoward Nug/~ Page 4 / ~ M'~ould conform to the Bore[ gh subdivision standards for. ldllslde developments. le is hoped ehae the enclosed gener.al information will assis~ you in evaluating development c. oncepes for the proposed subdivision. Should there be any ques- tions with regard to tlds report, please do not: hesitate to coneac~ tls. Vet7 tr~dy yom-s, R & M ENGINEERING & GEOLOGICAL CONSULTANTS Robert W. iluck S e rd o r 5 t -~ ~ ~:~ ;~hm e r %;':.2~f()}~Ft~ k-',.r'..~ ]ames W. RoonL5f'P. E. Partner . RWi I :JW R: wb Enclosures P&M t:I'.iC,'NF. ERi;,~G & GEOLOG CAt CONSLIL'I'AN'[S -15- -7?.. 0.5 ORGANIC SILT Th/.. ,,tE GRAV. 1.5' ,17.8 °/o SANDY GRAVEL (St,I) Drown , Dense A 6.~,% Ss Io - t6 - 72 ~,~__~ . . .3AN~C SILT SOME GRAV. ~ OC SANDy GRAVEL TRACE O~'o[ SILT , Brown. Dense OCl~ ~,5.2 % Note: Auger Refusol on oppcrent boulder ot I0.0'. 0.5' t.5' I0.0' T.D. T.H.- 4 Ho ,.I:: r:l I_C b:.) 0[':' , ,_.~ l' Hatch 19, 1979 R~ No. 751176 The Parkwood Company 4611 Business Park Boulevard Anchorage, Alaska 99503 Attention: Matt Rader Re: Subsurface Soils Investigation; Hi'llside Park Subdivision, Anchorage, Alaska. Gentlemeni This letter is submitted as a supplement to our report dated July 5, 1977. Per your request, ~e have recalculated the percolation rates, presented in our original report to conform to current Municipality of Anchorage, Department of Health and Environmental Protection standards. Revised percolation rates, based on readings from the last 30 minutes of the tests, are indicated below. Also shown are the approximate soil ratings for sizing drainfields per Municipality of Anchorage standards. Test Hole Percolation Rat~ (min. per inch) Expected Range of Soil Rating (sq. ft. per bedroom) 1 "'3.0 95-105 2 ~ 100-110 3 5.2 130-140 4 3.5 105-115 5 2.7 90-100 6 2.9 90-100 7 1 85 (min.) 8 1 85 (min.) 9 20 210-220 We appreciate this 6pportunity to be of service to you. Please contact us if you have any questions concerning this letter or if we can be of additional service. Very truly yours, R&M C~NSULTANTS, INC. Ga ry/~A Smith Seni6r Geologist GAS/djb/L2-C COSA Checklist Legal Description: HILLSIDE PARK PUD LOT 24 Parcel ID: 015-312-18 If more than 1 septic system on lot: COSA Checklist # of Structure served by this system A. WELL DATA 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 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 of Sample Comments __________________________________________________________________________________ B. TANK DATA Age of tank(s) NEW 0 years Tank type/material SEPTIC / HDPE Measured operating fluid level in septic tank NEW Standpipes/foundation cleanout per record drawing Date of pumping NA - NEW C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 5/2/1980 ALL standpipes present per record drawing Total measured depth from grade 13.9 ft (max) Measured depth to pipe invert from grade 8.3 ft (min) N/A – pressurized field Monitor tubes go to bottom of effective. If not, state depth into effective 5.6’ INTO THE 8’ ED Code-required soil cover over field System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Adequacy test date 7/21/2020 Results Pass For 4 bedrooms Fluid depth prior to test 7 in Water added 600 gal New depth 15 in Elapsed time 10 min Final fluid depth 7 in Absorption rate 600 gpd Any rejuvenation treatment (past 12 months) N If yes, enter date Comments/Deficiencies:. E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) 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 From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No 8+ ft Property Line > 5’ Yes if No ft Absorption Field > 5’ Yes if No 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 septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10’ Yes if No ft Property Line > 10’ Yes if No *2 ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft If absorption field is under driveway comment below Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No F. ENGINEER’S COMMENTS *WAIVER G. ENGINEER’S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. 10/20/2020 Municipality ®f Anchorage P.O. Box 196650 ® 4700 Elmore Road Anchorage, Alaska 99519-6650 a (907) 343-7904 ® Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Section i»cnt Ucpartment * * * * VARIANCEIWAIVER REVIEW * * * * Waiver#: OSV201073 COSA#:OSC201578 Permit#:OSP201329 PID#: 015-312-18 Legal Description: Hillside Park PUD Lot 24 Engineer: First Water Consulting Applicant: Sandra Waldroup 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 1.0 feet. See engineer's waiver request for justifications. This waiver approval applies to the existing 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. �rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr■ Waiver is Granted: X Waiver is not Granted: Date: /0 LZ 3/10 Lo Approved by: Name of Reviewer �..rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr■ ............................... **** VARIAN C E/WAIVER REVIEW **** 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com October 20, 2020 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: HILLSIDE PARK PUD LOT 24 – FIELD TO LOT LINE WAIVER Per excavation, 5’ to tank and field were maintained with the recent tank installation of the referenced propery. Per this excavation and MOA records, it appears the existing field is approximately 2’ from property line and therefore respectfully request a field to lot line waiver of 1’ be granted at this time. Granting of this waiver is justified since the existing field has been in operation since 1980 with no known issues or ill effects to the adjacent property and it is anticipated that the field will not impact the neighboring property. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. .: APPLI~'NT FILLS .OUT UPPER HA[~-"ONLY PrOPerty Owner Donald J. and Carol L. Day Phone Uai!ing Address ZiP Code .3~.~.-~.07 Buyer Address Zip Code Phone Lending Institution Address Zip Code Realty Co. & Agent Coldwell Banker Jack White ComPanY - Elliot Lawson Phone Address .'~)~]~ "C" St.. Suite 1till. Anchorage. AK ZipCode qg6133 e77-1B.~3 Legal Descriptk:)n Lo'~ 24, HillSide Park Street Locaticn 7i'~.'[ [:'~.~- TY'~,~ Type of Residence [~ Single.Family ~ . · ~ ' ~ ~ © ~ ' [] M~ltiple Family ~ No, of Bedrooms 4 [] Other Water Supply [] Individual ATTACH WELL LOG, A well Icg is required for all wells drilled since June 1975, For wells drilled prior to that date, give well depth (attach Icg if available).  Community Public Utility Sewer Disposal E~ Individual Year Individual Installed: [] Public Utility When Connected to Public Utility: [] Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date Inspector Inspector Inspector lnspect(~,~ Field Notes: MUNICIPALITY OF ANCHORAGE ENVIRONMENTAL PROTECTION. ~AR 1 0 ig8~ RE£EIVED { APPROVED BEDROOMS 'CONDITIONS OF APPROVAL ( ; )DISAPPROVED ( ) CON~DITIONAL A.PPRO.V. zAL* Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received /' ~/~,,~ ..~.. ~..~-~ Well to Tank Septic Tank Size / ~... ~7~S2 ANCHORAGE CESSPOOL PUMPING Star Route A, Box 144 ANCHORAGE, ALASKA 99502 Phone 344-2632 or 344-2453 ................... .~.....~.~,~ ................................. : ........ ::~..~--...~ :~ .... ~.. ~..~..:!~ ........ ..~.=... ~.~ ~ ·/~.... ........ ........................ ~..~.~). ~ . TAX ~ I I ~ DA'rE RECEIVED INSPECTION APPOINTMENTS TIME TIME "~ ^~..,~ TIME DATE DATE ~ ~ ~ ~ DATE INSPECTOR INSPECTOR / INSPECTOR AGE ~['PT OF P~ALTH & MUNICIPALITY OF ANCHOR -.~, ' N AL PROTECTION J~N~'RONMENTAL PFOYECTION DEPARTMENT OF HEALTH & ENVIRONME T .,~,r~ 825 L Street - Anchorage, Alaska 99501 t-,,_-"t'AAUG :l. :l 1980 ENVIRONMENTAL SANITATION DIVISION ~' Telephone 264-4720 E EJ F_D REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTY OWNER PHONE MAILING ADDRESS PROPERTY RESIDENT (if different from above) PHONE 2. BUYER PHONE MAI LING ADDRESS 3. LENDING INSTITUTION PHONE MAILING ADDRESS 4. REALTOR/AGENT I PHONE MAILING *~DDR ESS 5. LEGAL DESCRIPTION TREET LOCATION 7-- 6. TYPE OF RESIDENCE ~SINGLE FAMILY [] MULTIPLE FAMILY NUMBER OF~BEDROOMS [] One ~ Four [] Two [] Five [] Three [] Six [] Other 7, WATER SUPPLY [] INDIVIDUAL* ~ COMMUNITY [] PUBLIC UTI LITY *ATTACH WELL LOG. Awell log is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available.) , , B. SEWAGE DISPOSAL SYSTEM [[~"'"~ I N DIVI DUAL/ON-SITE** [] PUBLIC UTILITY YEAR ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79) ' THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [] INDIVI DUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY Connection Verified INSTALLER []Septic Tan_~ or [] Holding Tank Size: /~ If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES Septic/Holding Tank IAbsorption Area Sewer Line I Nearest Lot Line WELL TO: Absorption Area to nearest Lot Line 5. COMMENTS EJ~]~PPROVED FOR ~ BEDROOMS [] CONDITIONAL APPROVAL (letter must acco/m'pany)~ertificate) [] DISAPPROVED