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HomeMy WebLinkAboutMOUNTAINSIDE VILLAGE #1 BLK 6 LT 1 Municipality of Anchorage 'Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ~/~/~.~' PIDNumber: ¢ 80[ 78~¢ _ Name:~/dCre~ Ce P~f~N~ , Wastewater System: ~ New ~ Upgrade, A~: 1~3~ 5~~' p~ ?~/~ ABSORPTION FIELD Ne. of Bedrooms: ' '~ ~¢~E ~a~ ~1~ Phone: ~ ~ _ ~ ~ ~ Deep Trench D Shallow Trench ~ Bed ~ Mound ~Other Soil Rating: Total Depth from original grade: LEGAL DESCRIPTION ,~ ~'/¢~ ~/s~.~t. o. Lot: Block: ' ' Subdivision: ''~ ~ Depth to pips botlom from original grade: Gravel depth beneath pipe'" Range: Section: Fill added above original grade: Gravel length: 2ownshiP,i N ~ g ~, O Ft. WELL: ~"New ~ Upgrade Grave~ depth:l, O ........ it. Number oflines:~ ~Distance between lines: Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: ~. ~riller: Date Drilled: Static Waler Level: Installer: Date installed: ~ield: GPM Pump Set at: Ft. Casing Heighi"~ove Ground:Ft. TANK ,,. SEPARATION DISTANCES s septic ~ Holding ~ S.T.E.P. To Septic Absorption Lilt Holding Publio/Pdvate Manufacturer: Capacity in gallons: From Tank Field Station Tank ~ower Lines ~nC ~0 ~ ~n ~ I ~ Material: Number of Compartments: s~rr~c. LIFT STATION Lot Size in gallons:~ Manufaclurer: ~ "Pump on" level at: "Pum~ff" level at: High water alarm at: Foundation. ~ ~' - Ou~ain Pump Make & Model ~ Electrical Inspections performed by: Drain - ~' " -- ~~ ., Remarks: ~i~y ~y~ }~J~/r~ ~e~ BENCH MARK ,,, Location and Description:  Assumed Elevation: - ' ENGINEER'S SEAL. Inspections performed by: 14530 ~czzo ~~ 1st ~ w / 8~ ~/ ~ ..... Department of Heal~ and Human Services approval ~, ,,, :'"~ Reviewed and approved by: 72-013 (1/91) MOA 25 Permit No. 9!OI ~' Page ~ of ;3 _ rvlunicipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Descripti_o~n: co~ 72-013 A (2/91) MOA 25 ~lattop Technical Services 14530 Echo Sireet Anchorage, Alaska 9951~ I" = ,..CO ENGINEER'S SEAL ~, '~ · ~ ~ e ~,, ~'~ ""~ %~ **' 2"? ~ Perml!No._ ~10 1'8.~ Page ~ ~ of --~ Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: 72-013 A {2/91) MOA 25 Flaft5~5 Technfcal Service~ 14530 ]~cho Street Anchoraqe, Alaska 995!g PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW910126 DESIGN ENGINEER:FLATTOP TECHNICAL SERVICES OWNF. R NAME:PAUTZKE CLARENCE G & OWNER ADDRESS: 16350 SANDPIPER DRIVE ANCHORAGE, ALASKA 99516 DATE ISSUED: 6/03/9]. EXPIRATION DATE: 6/03/92 PARCEL ID:02017229 LEGAL DESCRIPTION: MOUNTAINSIDE VILLAGE #1 BLK 6 LT 1 LOT SIZE: 93279 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND TNE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (iSAACS0). 3. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: 1. WAIVER GRANTED FROM EDGE OF LOWER REPLACEMENT SITE TO TOP OF CUTBANK AT ROAD. INITIAL INSTALLATION IS 55 FEET FROM CUTBANK. RECEIVED BY: ISSUED BY: DATE: DATE: ip T: CH NICAL: CIVIL & ENVIRONMENTAL ENGINEERING · ENERGY CONSERVATION & ANALYSIS THEODORE F. MOORE, P.E. 14530 ECHO ST. PH: (907) 345-1355 August 13, 1991 ANCHORAGE, ALASKA 99516 Susan Oswalt M.O.A. DHHS P.O. Box 19-6650 Anchorage, AK 99519 Dem' Ms. Oswalt: RECEIVED ,AUG 1 5 1991 Muni¢ipahty ot Anchorage Dept. Health & Human Services By means of this letter we m'e requesting pre-construction approval of the following design changes affecting Pe~rnit No. SW910126 for LOt 1, Block 6, Mountainside Village #1. Copies of revised design drawings and specifications are enclosed. 1. Building siting considerations have resulted in the elevation of the waste line as it exits the building in being too low to allow gravity flow to the proposed soil absorption ch'ainfields. Since site considerations make it impossible to relocate or lower the proposed ch'ainfields, we have had to incorporate a lift station into the design. We propose to install an "Orenco" lift station package in the second compm'tment of a 1500 gallon septic tank at the location shown on the revised site plan to serve this 4 bech'oom residence. 2. The incorporation of a lift station enables the soil absorption drainfields to be fed by means of a pressurized distribution system, which should enhance the longevity by promoting even disn*ibution into both drainfields simultaneously. The specified perforation patterns m'e based on the 3/16" holes in the upper pipe passing 0.59 gpm each with a 2 foot residual head, at the same time that the 5/32" holes in the lower pipe will pass 0.64 gpm each with a 5 foot residual head for a design flow of 32 gpm. Please give me a call if you have any questions. cc: Clarence Pautzke Ralph Brodin Sincerely, Ted Moore, P.E. 7 o -t ..< PResS uR~ DISc H~£~;E LIN~ F:R o1~ LIFT ~TATio N PLAN VIEW SCA LE: I" / = I0 // OP~olL ' ' , ~:.:, :..:. ~~ BED ROCK ~ Flattop Technical Services ~ 14530 Echo Street I SCALE: = 5 Li, B&, MOUNTAINSIDE VILLA,~E ~ SEPTIC SYSTFM PLAN ~ 'X- .SECTION -qC/~LE: AS NOTED DATF_' s/qO, REv (~/~, BRAWN Flattop Technical Services 14530 Echo Street, Anchorage, AK 99516 Phone (907) 345-1355 Lot 1, Block 6, Mountainside Village S/D Wastewater disposal system installation Specifications Revised 8/91 1.0 General: 1.1 The scope of the project consists of the construction of a wastewater disposal system including a 1500 gallon septic tank with an integral lift station which provides pressurized distribution of effluent into 2 parallel 5' wide by 70' long soil absorption drainfields 1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor deviations from these drawings may be allowed or requh'ed by the engineer conducting the inspections. All construction procedures and material specifications shall confmrn with Municipal and State requirements. 1.3 All separation distances shall be in confom~m~ce with Mulficipal requirements, unless specifically waived. 1.4 The contractor shall be responsible to obtain any necessary utility locates, and to work around any bmSed utilities. 2.0 Septic Tank: 2.1 The septic tank shall be a 1500 gallon Municipally approved tank with two compartments, and shall be set level on undistm'bed soil. Each compartment shall be equipped with a watertight manhole cover and a 4" cleanout. If the tank is buried less than 4 feet, it shall be insulated with 2 inches of approved burial type, rigid insulation. 2.3 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The waste line from the residence to the septic tank shall have a minimum slope of 1/4'" per foot. A cleanout shall be installed within 5 feet of the building foundation. The septic tank shall be located no closer than 100 feet from the well. 3.0 Lift station: 3.1 The lift station shall be installed in the second compartment of the septic tank. The lift station shall be an "Orenco" pre-approved package lift station as supplied by Anchorage Tank, or another Municipally approved package system. Access to the lift station shall be via a 24" diameter insulated manhole riser extending above ground level, with an insulated cover. 3.2 The contractor shall be responsible to obtain the necessary Municipal electric pe~rnit and inspection, and to provide a copy of the elecu~ical inspector's report to the engineer overseeing the construction of the wastewater disposal system. 3.3 The on, off, and alarm floats shall be set at the elevations specified by the lift station supplier, and their proper operation shall be verified by the conu'actor. 3.4 The portion of the pressurized discharge line passing under the driveway shall be insulated with 4" of rigid burial type insulation, and also wrapped with a burial type heat tape which can be plugged in at the residence on an as-needed basis. The burial depth shall be no less than 3 feet. 4.0 Soil absorption system: 4.1 The soil absorption system shall be consu'ucted by cm'efully stripping off only the surficial peat and sandy loam strata from a total width of 9 feet beneath each of the two parallel drainfields to expose the top of the underlying silty sandy gravel stratum. 4.2 Medium sand fill meeting Municipal specifications for "filter sand" shall be placed in the excavation as shown on the design ch'awings to achieve a 5 foot wide level top surface at the same elevation as the original ground surface as measured at the upper edge of the di'ainfield (6 feet minimum above bedrock). 4.3 A total of 9" of approved sewer gravel shall be placed on top of the sand fill with the perforated distribution pipes buried level in the sewer gravel such that the pipe inverts m'e no less than 6" above the top of the sand fill sta'atum. Sewer gravel shall be 0.5" - 2.5" screened gravel, with less than 3% passing the #200 sieve. 4.4 All effluent discharge and distribution piping downstream of the lift station shall be 1.25" dia. Schedule 40 PVC. The pressurized dischm'ge lh~e from the lift station to the soil absorption ch'ainfields and between the drainfields shall be non-perforated. The distribution pipe in the upper di'ainfield shall be perforated with 3/16" dia holes chilled in the bottom on 2.5 foot centers. The distribution pipe in the lower drainfield shall be perforated with 5/32" holes drilled in the bottom on 3 foot centers 4.5 Monitor tubes shall be of 4" diameter and installed in the locations shown on the design drawings. The portion of the monitor tube extending through the sewer gravel shall be perforated. 4.6 Approved filter fabric shall be placed over the entke top surface of the sewer gravel. A minimum of 2 feet of soil cover is to be placed over the filter fabric. If the soil cover thickness is less than 3 feet, two inches of rigid, burial type insulation is to be placed over the entire top surface of the gravel, in addition to the filter fabric. 4.7 Fill slopes shall be no steeper than 3:1. 4.8 All disturbed areas, with particular emphasis on fill slopes, shall be covered with a minimum of 4 inches of topsoil. The homeowners shall be responsible for ensuring that all disturbed areas are properly revegetated to control erosion. 5.0 Inspections: 5.1 A total of 5 engineering inspections will be required during the course of the project: (1) initial stakeout with the contractor to establish the location of the system and to discuss the plans, specifications and construction procedures, (2) after the native material has been excavated to expose the infiltrative surface to ensure that it conforms with the soil test information, (3) after the sand leveling and/or filter material has been placed, (4) after the sewer gravel is in place and the distribution pipes have been laid and connected up to the septic tank, but prior to placement of insulation or filter fabric, and (5) after final back/iH and grading is complete. The septic tank/lift station requires one inspection after it is set level and the piping connected, but prior to backfill. This inspection may be incorporated with any of the above inspections. The contractor shall arrange for the necessary permit and electrical inspection of the lift station, and shall provide a copy of the inspection report to the engineer. 5.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in advance to ensure the availability of the engineer. Flattop Technical Services 14530 Echo Street Anchorage, Alaska 99516 FLATTOP TECHNICAL SERVICES CIVIL & ENVIRONMENTAL ENGINEERING" ENERGY CONSERVATION & ANALYSIS TItEODORE F. MOORE, P.E. PH: (907) 345-1355 Susan Oswald M.O.A. DHHS P.O. Box 19-6650 Anchorage, AK 99519 June 3, 1991 14530 ECHO ST. ANCHORAGE, ALaiS KA,, ~g~16 Dear Ms. Oswald: This letter provides a response to the concerns you expressed on the pink transmittal sheet dated 5/8/91 regarding the requested on-site well and septic permit for Lot 1, Block 6, Mountainside Village S/D, Addn. #1. We are retm'ning out' application which includes a revised site plan and design &'awings reflecting the presently planned configm'afion of the systems. The following responses m'e in the order of the pink sheet comments. 1. As we discussed and agreed with you at the time of om' mutual site visit on May 17, we have reconfigured the designated replacement drainfields to be just above and just below the original ch'ainfields. This brings them also into close proximity of test holes #1 and #2, such that the soil logs for these test holes are also applicable to the future replacement &-ainfields. As we discussed, the lower edge of the lower replacement drainfield will be 40 feet uphill from the cutbank beside Mountain Drive. This is less than the 50 feet specified in the wastewater ordinance, however it should provide sufficient separation to prevent daylighfing of effluent. As you will recall, at the time of out' mutual site visit we discussed the construction of a proposed driveway in this area, and the need to avoid creating a new cutbank closer to the drainfields. To comoletelv eliminate any potential problems with respect to this issue, the owners have .C~,/c~ now dec,tied' to t econfi' g~ute' tl~e driveway as ·shown on the new site plan. 2 We have added cleanouts at each end of each trench segment pet' your reques[. . than requh'ed by an application rate of 0.8 gpd/sq, ft. I believe that you concurred that these application rates do comply with the requirements of the wastewater ordinance. 4. As presently envisioned, the replacement ch'ainfields will be identical in configuration to the original ch'ainfields, so the profile for the original ch'ainfields will also apply to the replacement ch'ainfields. The owners wish to have theh' well drilled this week before the chiller goes out of town, so we would appreciate your expediting issuance of the requested pemait. Please give me a call if you have any questions. Sincerely, Ted Moore, P.E. I~ ~n ~ C c~ ~r r'~T.o. , , M.T.-~.O .... ~ , / .C-O' ~(-'---14 .l' NON -PERF piPE D- 303~4 E-C' 0%= o,'= F- '810 . , / . . / /~ ,T.-*'{~/ / . . / /. / / /. / / / '"-iNS'TALL 1" B~'t4P IN LINE F,~VOR~N~ UPPER -t'R~NCH LINE FR oI'~ SEPTic.. 'ThflK PLAN VIEW / SCALE: I'~= IO ~r' £LE^N out Flattop Technical Services 14530 Echo Street SCALE :1'= 5' B& MOUNTAINSIDE VILLA6E .SEPTIC SySTFM PL/~N a. 5(- 5ECT/O N -qCPtLE': AS NOTED DATE' SAO, i~v DRAWN B'(: ~ CIVIL & ENVIRONMENTAL ENGINEERING * ENERGY CONSERVATION & ANALYSIS TIt~ODORE F. MOORE, P.E. May 7, 1991 14530 ECHO ST. PH: (907) 345-1355 ANCHORAGE, ALASKA 99516 M.O.A. DHHS P.O. Box 19-6650 Anchorage, AK 99519 Dem' Sh's: By means of this letter we are requesting reissuance of on-site well and septic permits roi' Lot 1, Block 6 Mountainside Village S/D. New copies of the soils logs and other design documents m'e enclosed. The test holes were ch3' on April 29 of this yem'. The only change to the design concept is that the proposed well location has been shifted to nero' the SE corner of the lot to facilitate access by a chilling rig. This location does not affect the designated reserve m'ea for a replacement system. There are no other well or septic system components located within 200 feet of the proposed system. The proposed development will not have m~y measurable impact on the ability to develop on-site water and wastewater disposal facilities on adjacent lots, nor will it have any impact on reserved space/sm'face and subsudace, or on drainage. Please give me a call if you have any questions. cc: Maureen McCrea: Sincerely, Ted Moore, P.E. ~ o 0 / / ~ 0 ~""I~SI'AU. 1" Bul4p IN LiNE FAVORIN~ t)I,$TR! t~uTIo~ To uPP£R TR~6H LINE FRo~ PLAN VIEW I SCALE: I'/= 10 SCALE :1'= 5' . Ttt~ODORE F. MOORE SC~I..E: AS hlOTED bATE ' ~/qO t~lc~ttop Technical Services 14530 Echo Street Anchorage, Alaska 9951.6 Lot 1, Block 6, Mountainside Village S/D Mountain Drive Wastewater Disposal System Specifications 1. The scope of the work includes the construction of a wastewater disposal system consisting of a 1250 gallon septic tank followed by two parallel 5' wide soil absorption drainfields having a combined length of 140 feet, with the distribution piping configured to direct the flow into the upper field before the lower one. The size of the drainfield is based on a measured perc rate c)f 7 minutes per inch which was adjusted to produce a size requirement of 175 square feet per bedroom. The proposed 4 bedroom residence requires 4 x 175 = 700 square feet of absorption area which is accomplished by n~eans of 2 parallel 70' long x 5' w'Jde drai~fieids spaced 10 feet apart, which follow tl~e contours of the hillside. The septic reserve area designated on the site plan contains approximately 7100 square feet, which exceeds the 6000 square feet required by the wastewater ordinance. 2. The system components are to be located and configured as shown on the site plan, e~cept that minor adjustments may be allowed or required by the engineer conducting the inspections. 3. The portion of the access driveway which passes over a corner of the fill slope downhill from the soil absorption drainfields shall be constructed with the finished surface no deeper than the 3:1 slope indicated on the design drawing. 4. All material specLt'ications and construction practices shall conform to Municipal requirements. ' 5. Tile septic tank is 'to be a 1250 gallon, two cc)mpartment tank, and shall be installed level. 6. The drainfield shall be constructed in 2 parallel segments as shown on the site plan, which follow the contours of the land. For each drainfield segment the surficial peat and sandy loam strata shall be carefully stripped to a total width of 9 feet to expose the top of the underlying silty sandy gravel stratum. Medium sand fill shall then be placed in the excavation as shown on the design drawing to achieve a 5 foot wide level top at the same elevation as the original g~'ound at the uphill edge of the dralnfield (6 feet above bedrock). A 'total of 12 inches of approved sewer gravel is to be placed in each drainfield w~th' the bottom of the perforated distribution pipes set no less than 6. inches, abovg, a~t,~,~rthe- bottom of the gravel. (Some of the inorganic fill material will have to be piacea~ the sand fill prior to placement of the sewer gravel in order to contain the sides of the gravel). The 4" diameter non-perforated pipes feeding the lower drainfield segment shall Flattop Technical Services 14530 Echo Street Anchorage, Alaska 99516 inco~'porate a 1" high bump directing the effluent first to the upper drainfield until it is full, before allowing effluent to pass on to the lower drainl'ield. 7. Filter fabric shall be placed over the top of the sewer gravel in addition to 2" o[ approved, rigid burial type insulation (35 psi), prior to backfill with 2 feet of soil cover. The lower portion of the soil cover shall be inorganic fill, with the top four inches being topsoil to allow rapid revegetation. Side slopes shall not, exceed 3:1. Monitor tubes and cleanouts shall be installed in the locations indicated. 8, A total of 5 inspections will be required during the course of the construction: (1) init. iai stakeout, (2) after the drainfield segments are stripped, but beI'ore placement of sated fill, t3) after placement of sand, but before placement of sewer gravel, (4) after the gravel is placed, the septic tank is set, and the pipes are connected, but prior to. final backfill, and (5) after final backfill. PERFORMED FOR: LEGAL DESCRIPTION: PT 1 2 3 4 5 7 8 9 lO 11 12 13 14 15 16 17 18 19 2O COMMENTS Flattop Technical Services 14530 Echo Street Anchorage, Alaskc~ 99516 Munlcipnlily of Anchornoo DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST HflUREEH h4c CRE q b4OUNT,qlNSIDE' R~:DOI$1-t SANb'-/ Lo/l¢4 SIET¥ SANbY GRAVEL ].DOSE 4- COBBLES FROZE N blEA ~ ~OTTO~ ~ITH ~EPT~ BEbRocK SLOPE PLAN WAS GROUND WATER ENCOUNTERED? SEEP t~T BEDROCk: IF YES, ATWHAT DEPTH? Osplh to Waler Alter, Monilorino? (o,~,0 Oalo: Not Depth to Net Reading Dale Gross Time (~4 1N'~ Water Time Drop 12) PR~so& S/l~ ,__10:2~ 27 k~ + ~2o 1o:52 2q ~1 - 27 ~ ~ Y~ ~1 11:27:3o IO 21 ~/8 t '/~ ~3 Il:q9 IO 21 ~8 ~ PERCOLATION RATE . ~,(o (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~*© FTAND 3,~ .FT CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEIJNES IN EFFECT ON 'FI liE; DATE DATE; 72-008 (Rev. 4/85) PERFORMED FOR: 'EGAL DESCR,Pt~ON= 2 4 7 8 9 10 11' 12 13 14 15 16 17 18 19 20 Flattop Techrdca! Services 14530 Echo Street Anchoraqe, Alaskc~ 99516 Municlpnqlly o! Anchorm[]o DEPARTMEN'I- OF HEALTH & HUMAN SERVICES 0,25 "L" Slree[, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST HgUREEH Mc CRE/q MOUNT,qlNSIDE SANb'/ GRAVEL PLAN SLOPE WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT ~) DEPTH? p E Moniloring? '-~. ~'~ /Dale: . Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE __ (minutes/inch) PERC HOLE DIAMETER '~', ~. :~2 TEST RUN BFTWEEN FT AND ~ FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ~N TIIJS D^~F 72-~8 {Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN PERFORMED FOR: LEGAL DESCRIPTION', 1 L'75 2 GM 3 4 7 ~0 12 14 17 20 COMMENTS B~ Elcd[op Technfcal Services _ Anchorage, Alas][~ 995L6 DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG --~.PERCOLATION~. ~ TEST : ~ TLI ~0UNT~IN~iD~ VIZ~°wnship, ~ange, Section: ' ORGANIC LOAM SILT"/' SANDY GRAVEL SLOPE PLAN WAS GROUND WATER ENCOUNTERED? S YES, AT WHAT ~L IF DEPTH? p E 0eplh lo Water Allot Monitoring? __ Dale: Reading Date Gross Not Depth to Not Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN -- (minutes/inch) PERO HOLE DIAMETER FT AND __~ FT ACCORDANCE WiTH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON 'IHIS DATE. 72-008 (Rev, 41851 CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: -- ,.~/~,.,~ ?~_.~,~ Flattop Technlcal Services ]4530 Echo Street Anchorage, Alaska 99516 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST H~UREEH M~ ~OUN_T~INSIbE' $ i L-r"/, SAND"/ GRAVEL. BEDROCK AN~ULAR Rock' PERFORMED FOR: L~GAL DESCm,TION: £1, B~, 4 7 ~0 12 14 18 20 COMMENTS V{/. ~OWHShip, SLOPE WAS GROUND WATER ENCOUNT.RED? PLAN S YES, AT WHAT ~) IF DEPTH? . p E Oeplhlo Water After _ , Reading Date Gross Net Oep[h to Net Time Time Water Drop PERCOLATION RATE __ TEST RUN BETWEEN. (minutes/inch) PERC HOLE DIAMETER FT AND , FT PERFORMED BY: ./"~'/~/~? 7-..~c"~,,/;~:../..~',~,,,.,~,,a~.~f,- I ~ ~ CERTIFY THAT THIS TEST WAS PERFORMED iN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON TI IlS DATE. DATE: ~/~ 72~8 (Rev, 4/85) '- -- Tom Fink, Mayor i un c pal ty Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 January 8, 1991 Daniel Rogers 17901 Mountainside Village Drive Anchorage, Alaska 99516 Subject: Lot 1 Block 6 Mountainside Village Subdivision Permit #900135, PID #020-172-29 The subject permit, issued by this office for a single family well and/or on-site wastewater system has expired as of December 31, 1990. A new permit must be obtained from this office for a well and/or on-site wastewater system Dot 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. All inspection reports must be submitted within 30 days of construction completion. 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. please call this office at 343-4744° If you have any questions, Jc/¥n Sm[~/~,fP.E.'' y P~og ~am Manager Oh-site Services JW/ljm:200 enc: Copy of Permit '?fids Are Our Future" ~0 ,% 0 0 "J (y__, bJ W I "4-" PERF pIF'E T / NON -PSRF - 3o 3~-/ F- 'i~lO j 0/ 1 lA ~' LINE FRoM SCA LE: I' / ~10 eL[AN OuT~ IF"-TOPSOIL ~' "-"'-Il" , :...~:..): ..::. :...,.v.. · q "SAND mtL' '.,~: (SI~T~, ~~~ Flattop Technical Services ~~ 14530 Echo Street SCALE LI, BI,, MOUNTAINSIDE VII. gAGE SEPTIC ST S'I"EM PLAN 4. 'X- SECT/O N -qCRLE: AS NOTED DATE ' sAo DRAWN BY: ~ Flattop Technical Services 14530 Echo S[reet Anchorage, Alaska 995].6 Lot 1, Block 6, Mountainside Village $/D Mountain Drive Wastewater Disposal System Specifications 1. The scope of the work includes the construction of a wastewater disposal system consisting of a 1250 gallon septic tank followed by two parallel 5' wide soil absorption drainfields having a combined length of 140 feet, with the distribution piping configured to direct the flow into the upper field before the lower one. The size of the drainfield is based on a measured perc rate of 7 minutes per inch which was adjusted to produce a size requirement of 175 square feet per bedroom. The proposed 4 bedroom residence requires 4 x 175 = 700 square feet of absorption area which is accomplished by means of 2 parallel 70' long x 5' 'wide dramfields spaced 10 feet apart, which follow tile contours of the hillside. The septic reserve area designated on the site plan contains approximately 7100 square feet, which exceeds the 6000 square feet required by the wastewater ordinance. 2. Tl,,e system components are to be located and configured as shown on tile site plan, except that minor adlustments may be allowed or required by the engineer conducting the inspections. 3. Tile portion of the access driveway which passes over a corner of the fill slope downhill from the soil absorption dramfields shall be constructed with the finished surface no deeper than the 3:1 slope indicated on the design drawing. 4. All material specifications and construction practices shall conform to Municipal req u ire ment s. 5. The septic tank is t.o l)e a 125() gallon, two compartment tank. and shall be installed level. 6. The drainfield shall be constructed in 2 parallel segments as shc)wn on the site plan, which follow the contours of the land. For each drainfield segment the surficial peat and sandy loam strata shall be carefully stripped to a total width of 9 feet to expose the top of the u'nderlving silty sandy gravel stratum. Medium sand fill shall then be placed in the excavation" as shown on the design drawing to achieve a 5 foot wide level top at the same elevation as the original ground at the upl~ill edge of the drainfield (6 feet above bedrock). A total of 12 inches of approved sewer gravel is to be placed in each drainfield with the bottom of the perforated distribution pipes set no less than 6 roches abov,¢ the ~ · ~ ( ....... (:::l ~.-~ ~'~'~r ~' /- bottomol the graxel. (~ome oI the inorganic fill material will have to be placed~ the sand fill prmr to placement of the sewer gravel m order t(> contain 'the sides of the graveli. The 4" diameter non-perforated pipes feeding the lower dramfield segment shall Flattop Technical Services 14530 Echo Street Anchorago, Alaska 99516 mco~'porate a 1" high bu,~p directing the effluent first to the upper drainfield until it is full, befo~'e allov~ing effluent to pass on to the h)v~er drainfield. 7. Filter fabric shall be placed over the top ol the sewer gravel m addition t.o 2" of approved, rigid burial type insulation {35 psi), prior to backfill with 2 feet of soil cover. The lower porhon of the soil cover shall be inorganic fill, with the top four inches being topsoil m a[lo~v rapid reveget, at. ion. Side stope~ shall not. exceed 3:1. Monitor tubes atld ch~anouts shall be installed in the locations indicated. 8. A total of .5 inspections will be required during the course of the construction: (1) init.iat stakeout, ~2) after the drainiield segments are stripped, but before placement of sand fill 13 ! after placement of sand, but before placement, o[ sewer gravel, 1.4! after the .grave~ ts placed, the septic tank is set. and ~,.he pipes ~re connected, but prior to final backfill, and (5i after [inalbackfiil. PERFORMED FOR: · E A, ESCmP'nON: 1 2 3 4 5 6 ¢0 a.¢ 7 8 9 10 11 12 13 14 15 16 17 '18 19 20 COMMENTS Blattop Technfccd Se~vice~ 14530 Echo Street DEPARTMENT OF HEALTH & HUMAN SERVICES I ¢%~%~;,~'*¢';"~;$~". 825"L"Stroet Anchora9o Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST H OREEH Mc CRE DATE PERFORMED: b, IOUNT,rtlNSIDE sA Nb"/ 51L'f¥ SANbY GRAVEL LOOSE ac COBBLES FRozEN NEAR INCR£~iNGL¥ WITH DEPTH n TJIN¢ R3w' .~£c. 2 V/L,,Township, Hange, Sec,on: ' SLOPE Bo'-r7o~ C ,-,,, t O ! WAS GROUND WATER ENCOUNTERED? SEEP AW BA'DROC ~ IF YES, AT WHAT DEPTH? Oeplh lo Walor Allor, , S/2~ Monitoring? (o,%o [}ate: PLAN S L O .P E Reading Date Gross Net Depth to Net Time Time (~41 ~'~ Water Drop 12Z'..p~so,~ S/l~ IO~.'28 2'7 k~ ~ II;~'.~o ~ 2.~ ~/~ ~ '/2 PERCOLATION RATE ~' (¢ (minutes/tach) PERC HOLE DIAMETER TEST RUN BETWEEN 3, O FT AND ~'"~ FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GL)Ir)El INC,% IN I'l Il ¢: I (' ff,J II lit: [)A I I 72-008 (Roy, 4/85J CERTIFy THAT THIS TEST WAS PERFORMED IN PERFORMED FOR: LEGAL DESCRIPTION: L I, B~ ohs PT 2 6M SILTY 3 4 B.N. BgD Roc. K 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS Flattop Technical Services 14530 Echo Street Anchoraqe, Alaskc~ 99516 Municlpaqlty o! Anchorngo DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST T. ~t. :~z H/~uRI:EH M~ CRE~ · II'IEOD(>2E F ,'30ORfi ,, V~ownship, h~ange, SeCllon: SLOPE PLAN WASGROUNDWATER ENCOUNTERED? ~O S YES, AT WHAT ~L DEPTH? . p E B0nil0rino? ..o.o..., Dale: Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE _ _ (mmules/mch) PERC HOLE DIAMETER , TEST RUN BETWEEN - FTAND . FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUI©El INF,~; IN FFF ['C I c'*tq '11 IH; I )A I I 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN Flattop Technical Service.~ 14530 Echo Street Anchorage, Alaska 99516 Munlclpallly o! Anchorn0e DEPARTMENT OF HEALYH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PPRFORMEDFOR; HFlUREEH McCRE(t LEGAL DESCRIPTION', L I $~o lvlOUN'T~IN~IDE LeA 1,4 1 2 4 7 8 10 11 12 14 lB 17 18 1 g 2O COMMENTS SILTy SANDy GRAv~:L BEDROCK PLAN SLOPE WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? p E Ooplh 10 Walor ^lief Monitoring? Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE __ TEST RUN BETWEEN . (mlnules/inch) PERC HOLE DIAMETER __ FT AND _ FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEI_INES IN EFFE¢,'[ ('~t4 Il liE; I)A'I I ?2~008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN PERFORMED FOR: LEGAL DESCRIPTION; 1 2 4 7 12 13 14 17 20 COMMENTS F]aflop Techn~ca! Services ]4530 Echo Street Anchorage, Alaska 995]6 Munictpallly of Anchornoo DFPARTMENT OF HEALTI-I & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST H UREEH Mc CREA MOUNTf~iNS/bE ~M AN6ULAR Rock FRAG M~ N"r'~ [BEDROCK SLOPE WAS GROUND WATER ENCOUNTERED? NO S IF YES, AT WHAT L O DEPTH? p E Oepih to Water Aller ~ Monitoring? Y PLAN Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE . (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN -- Fl'AND ~.FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDE[.INFS IN EFt 1'¢: I f~N II I1~; [)A I I 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN Municip&,,Jty P.O )X 196650 ANCHORAGE, ALASKA 99519-6650 O~~ (907) 264-4,d,~.:t 4 7 4 4 Anchorage ,ON KNOWLES. MA YOR DEPARTMENT OF HEALTH & HUMAN SERVICES January 14, 1987 Karl F. Lehr 8542 Moss Court Anchorage, Alaska 99504 Subject: Lot 1 Block 6 Mountainside Village Subdivision On-site Sewer & Well Permit ~860011 A permit issued by this department for an individual well and/or on-site sewer system has expired as of January 10, 1986. Your permit expired on the date of issue basis by authority of Muncipal Ordinance existing at that time. A new permit must be obtained from this Department for any well and/or on-site sewer system not installed by the expiration date. The new permit will come under the calendar expiration date as per the new Wastewater Ordinance (effective May 20, 1986). If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and to close the permit. If a private enqineer inspected the installation of the on-site sewer system, t~e original as-built inspection report (three part form) must be sent to this office for review and approval, and for documentation. If there are any further questions, please call this office at 264-4744. Sin'c~erel~J~, , R.W.~ Robinson Program Manager On-site Services RWR/ljw enc: copy of permit () :1. / :J ) !i3EC"I' ]: C)N ,", :i. :J. "I"[:)!*JNE!~H ]: P ~ L I,,,,[.J[,.I-,. & CD~VIE:I:RE:D PY., I iL)iq BL} ]: I..,.D :[ NE) . ,I)[)l: ¢:~ :, I"ILJ!~'FI" DE'. (::}E(I"(.~ '.t: NE:D ~ ( ~.':~. ) ~T'~!ii~'"')::']L] :J: n.'['!!i~ :C'(-~L. :1: I',I,~.iiI:::'E:CT :1: I::)N REF'C)RT .~ (:fl',.l:O (:5) T'HE: ALASKA elBUII OFImeF1TAL COIqTI OL SeBUICE $ ~ll§in¢~rJll§ 8 ~m,J,'or~memal Stu,Jies InC. SPECIFICATIONS FOR BED WASTEWATER TREATMENT SYSTEM - LOT 1 BLOCK 6 MOUNTAIN SIDE VILLAGE #1 1 . 0 GENEP~A.L ~ ~..>- ? = ?, ,' ..~? , 1.1 THE DRAWINGS, SHEETS 1 THRU 4, SHALL BE PART OF THIS SPEC IFICATION. 1.2 ALL MATERIALS AND WORKMANSHIP SHALL MEET THE REQUIREMENTS OF THE MUNICIPALITY OF ANCHORAGE, DEPARTMENT OF HEALTH & HUMAN SERVICES (DHHS), THE CONDITIONS OF THE PERMIT, AND ALL APPLICABLE RULES AND REGULATIONS CURRENTLY IN EFFECT. 1.3 ALL EXCAVATIONS AND DEPTHS ARE ADVISORY~ AND ARE TO BE VERIFIED OR MODIFIED IN THE FIELD BY A DItHS APPROVED INSPECTOR° 1.4 IT IS THE RESPONSIBILITY OF THE INSTALLER TO ADHERE TO APPROVED DESIGNS FOR INSTALLATION, TO MAINTAIN ~E SPECIFIED SEPARATION DISTANCES, AND TO HAVE THE APPROPRIATE INSPECTIONS. 1.5 IF THE INSTALLATION IS NOT INSPECTED BY AN AECS ENGINEER, AECS WILL NOT BE RESPONSIBLE FOR THE DESIGN. AN ENGINEER AT AECS SHOULD BE CONSULTED PRIOR TO CONSTRUCTION, TO DETERMINE THE NUMBER OF INSPECTIONS THAT WILL BE REQUIRED AND TO EXPLAIN WHAT ~IESE INSPECTIONS WILL INVOLVE. 2.0 2.1 2.2 2.3 2.4 SEEPAGE BED THE GRAVEL FOR THE BED SHALL BE 0.5 TO 2.5 INCH, SCREENED ROCK WITH LESS THAN 3% PASSING #200 SIEVE RESIDUAL. ALL SUBSTITUTES MUST HAVE PRIOR DHEP APPROVAL. THE BOTTOM OF THE EXCAVATION SHALL BE LEVEL AND RAKED WITH THE BACKHOE BLADE TO INSURE THAT THE BOTTOM HAS NOT BEEN COMPACTED DURING EXCAVATION. THE DISTRIBUTION PIPE SHALL BE 4-INCH RIGID PVC WITH A MINIMUM CRUSH STRENGTH OF 1500 LBS. ALL PIPES SHALL BE LAID LEVEL, AND SPACED ACCORDING TO THE DRAWINGS. MONITOR STANDPIPES SHALL BE PLACED AS SHOWN IN DRAWINGS. THEY SHALL BE RIGID PVC ASTM D-3034, OR OR 4 INCH DIAMETER CAST IRON. THE SECTION SHOWN WITH 1200 UJcst 33rd Au¢~,e. SuJI¢ [~' A,choraq¢. Alosko 99503 0(907) 561-5040 HOLES MAY BE EITHER DRILLED 0.5 INCH HOLES ON ~{E 6 INCH CENTERS ON OPPOSITE SIDES OF THE PIPE, OR A SECTION OF REGULAR PERFORATED SEWER PIPE MAY BE CLAMPED TO THE SOLID SECTION WITH A NO-HUB COUPLING OR SOLVENT JOINT. A RUBBER RAINCAP (JIM CAP OR EQUIVALENT) SHALL BE PLACED OVER THE TOP OF THE PIPE. 2.5 IF THE FINAL GRADE OVER THE BED IS LESS THAN 4 FEET ABOVE THE GRAVEL, INSULATION IS REQUIRED, USING DOW EXTRUDED BLUE STYROFOAM BOARD. THERE SHALL BE 1 INCH OF INSULATION FOR EVERY FOOT OF SOIL LESS THAN THE REQUIRED 4 FEET OF COVER, BUT THERE MUST BE AT LEAST 18 INCHES OF SOIL EVEN THOUGH INSULATION IS USED. THE SOLID PIPE EXTENDING FROM THE SEPTIC TANK TO THE DRAINFIELD SHALL ALSO HAVE 4 FEET OF COVER OR AN EQUIVALENT LAYER OF INSUIATION COMBINED WITH SOIL TO PREVENT FREEZING OF THE LINE. 2.6 IF INSULATION IS NOT NECESSARY, THEN THE GRAVEL MUST BE COVERED WITH A LAYER OF A NONWOVEN FABRIC (SUCH AS MIRAFAI, FIBRETEX 200 GRADE, POLY-FILTER X, OR EQUIVALENT). 2.7 THE TOP AND SIDES OF THE BED SHALL BE PLANTED WITH A WHITE CLOVER AND RED FESCUE MIX OR BLUE GRASS. 3.0 INSPECTIONS ~ 3.1 THIS BED WILL REQUIRE ~{REE INSPECTIONS. THE FIRST INSPECTION WILL BE OF THE OPEN EXCAVATION, TO ASSURE THAT THE SYSTEM IS INSTALLED IN PROPER STRATA AND DEPTH. 3.2 %ME SECOND WILL BE OF THE NFS SAND PLACED OVER THE OPEN EXCAVATION. 3.3 THE THIRD INSPECTION WILL BE AFTER PLACEMENT OF THE GRAVEL, MONITOR STANDPIPE(S) AND DISTRIBUTION PIPE TO VERIFY PROPER INSTALLATION AND MATERIALS PRIOR TO BACKFILL. ALASKA ENVIRONMrNTAL CONTROL SERVIC[ INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 / SHEET NO. OF CALCULATED BY '~ DATE //~ /~ '~-- CH~CKED BY DATE SCALE ALASKA ENVIRON~"CNTAL CONTROL SERVIC , INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, AL,ASK^ 99503 (907) 561.5040 SHEET NO ~ OF <~ CALCULATED BY ~r,~ DATE I1~ / ~ ~ ~'~' CHECKED BY DATE- SCALE /~1~ ~ t ALASKA ENVIRON~'C, NTAL CONTROL SERVIC ~, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 SHEET NO CALCULATED BY CHECKED BY OF q DATE // ~ /$ ~ ~' DATE 95. £79 ~'~A Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST pIERFORMED FOR: LEGAL DESCRIPTION: 2 5 6 7 8 9 10 I1 12 13 14 15- 16- 17 18 19 20 COMMENTS .~Oi ! y',<t~ ~) (ENGINEERlS ~) -\ DATE PERFORMED: It-~ - ~ S' Township, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? p E Depth to Waler Aller Moniloring? Oale: Reading Date Gross Net Depth to Net Time Time Water Drop .~ 'fo to 3.,]~ , I .9 z ~o io - '' .,1'~ .300 l0 ,3, q 3-' .J S' 3 o o ~ 4 .i0 -- 3 2o ~o 3~3 -z + PERCOLATION RATE /,-?'4~' (mmutes/mchl PERC HOLE DIAMETER __ TEST RUN BETWEEN __ FTAND __FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFE NTHISDATE. DATE: 72-008 (Rev, 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: DATE PERFORMED: (ENGINEER'S SEAL) LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 /7~ & ~.,i,~ i Township, Range, Section: Lot ! SLOPE SITE PLAN lO 11 12 13 14 15 16 17 18 19- 20- COMMENTS WAS GROUND WATER ENCOUNTERED? ~O S IF YES, AT WHAT ~) DEPTH? p E Oeplh to Waler After Moniloring? Date: Gross Net Depth to Net Reading Date Time Time Water Drop 3 33 ~ 3. ~ o PERCOLATION RATE [ 4¢ 92'' (mmutes/mcht PERC HOLE DIAMETER TEST RUN BETWEEN __ FTAND __ FT PERFORMED BY: CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) PERFORMED FOR: ~7~ LEGAL DESCRIPTION: 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION 'rEST DATE PERFORMED: (ENGIN~ ~-~' hl o ~,~ t¢,~ J;J~ ~/, j/,,~ ~: l~,,J¢i- Township, Range, Section: ~,/,;','.i'~ /~ ~'~l.~f~ I SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? p E Depth lo Water After Monitoring'/ Dale: Gross Net Depth to Net Reading [)ate -rime Time Water Drop PERCOLATION RATE __ (mmutesi~nch) PERC HOLE DIAMETER __ TEST RUN BETWEEN FT AND FT COMMENTS /~/o ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFEC~ON THIS DATE. DATE: // - // ~ ~ 72-008 (Rev. 4/85) I7 858 $.~. $ 91, 905 $.b". 8£, 71ey S F.. I $$. ~79 $,F. 2,95. 4~ Mountainside Village Addition # 1 This map shews the location of all existin9 wells, septic systems, ard houses that have been built in tl~e area so far, as of Ncvember '85. ~A~fH & ~OTE~f~ON $ 89° b-9' lO"kP' ('M4',q) p- Jlq..~ -$ W,~ /V,41L£O To ¥9 system replacement system location for well ¢~ H/,~ A Mountainside Village Addition # 1, Block 6, Lot 1 This is a map shc~ing that there is Focm fOF an crigina] septic system, a well, and a FeplacemEnt system on the lot. Septic systems sho~n here are to scale for each septic system being made up cf two 96-foot long, 6-foct wide trenches (each system coed for 4 bedrocks.) Locations of the seFtic systems do net need tc be precisely as ~ho~n, but sheuld be c£ntered on the gocd test holes so as to remain in [ermeable soil. Trenches should be contou[ed to the slopes. Well shculd be [laced at least 10C feet from sepzic systems, and shculd be pcsitioned so as to leave the most possible room for futuFe replacement systems. /VlunicipahtYof Anchorage P.O. E~X 196650 ANCHORAGE, ALASKA 99519-6650 (907) 264-4111 TONY KNOWLES, MAYOR DEPARTMENT OF HEALTH & HUMAN SERVICES June 23, 1986 Karl F. Lehr 8542 Moss Court Anchorage, Alaska 99504 Subject: Lot 1 Block 6 Mountainside Village Subdivision On-site Sewer & Well Permit #860011 - Issued January 10, 1986 On Hay 20, 1986, The Anchorage Assembly approved a new ordinance regulating on-site wastewater disposal systems (septic systems). All septic systems constructed after the effective date of this ordinance are subject to the provisions of this ordinance. Our records show that you currently hold a permit for the installation of a septic system. We strongJy urge that you contact this office prior to constrncting your system. Any changes in the code that could impact the construction requiremeats of your septic system will be identified and brought to you[: attentioa. Piease contact the Environmental Services Division at 264-4720. Thank you for your cooperation. Sincerely, Susan E. Oswalt Program Manager On-site Services SEO/SSM/ljw 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. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING / 1. GENERAL INFORMATION Complete legal description Location (site address or directions) Property owner _(_._ t',~. r'¢-~ ¢,e":?c~,~ ('z./,~//'7~,~'"~,~ /1,- O-,,¢,_ Day phone Mailing address- Lending agency ~n~. , Day phone Mailing address_ .. Agent Address Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: individual well Community well NOTE: Public water If community well system, provide written confirmation from State ADEC attest- lng to the legality and status of system. 4. TYPE OF wASTEWATER DISPOSAL: NOTE: Individual on-site Holding tank Community on-site Public sewer If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. t/91) Front MOAfI21  Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIS'r Legal Description: ~ I ~ g (7, [qT,Clb~ t/ ILL,A bE Parcel I.D. ~') '~ A. WELL DATA Well type ~>EI If A, B, or C, attach ADEC letter· ADEC water system number Log present (Y/N) ~ Date completed ¢"/(~ /) / Driller Total depth */~0 ' _ Cased to / ~/f - q ' _ Casing height 2 Sanitary seal (Y/N) ~' Wires properly protected (Y/N) N',~, FROM WELL LOG Date of test t¢ /¢ /? ! Static water level I'Y ~' Well flow .~/~/ - I Pump level &(~) /,c SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot Absorption field on lot I~o Public sewer main ~1. A Sewer service line ~ lSD g.p.m. AT INSPECTION ; On adjacent lots hhA, ; On adjacent lots h(,A. Public sewer manhole/cleanout N,/~, Petroleum tank N,/~. WATER SAMPLE RESULTS: Coliform ~ ~:~,( //o0 ~' Date of sample: ?/l~[~ Nitrate _ -7'? ~'/~- Other bacteria Collected by;_ FLAT'r°? $'~c~ B. SEPTIC/HOLDING TANK DATA Date installed II/~f[~I _Tank size 1~.5o GAL Compartments ~- Cleanouts (Y/N) ~' Foundation cleanout (Y/N) t/ Depression (Y/N) High water alarm (Y/N) _ N,A, Date of pumping N,&, ' Pumper SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot 150' On adjacent tots N,~ To property Ii ne (~0' Absorption field g' S' Alarm tested (Y/N) h{. ~, N,A, Foundation Water main/service hne_'72,o Surface water/drainage "~ 72-026 (Rev. 7/91) Front CONTINUED ON BACK PAGE Location Of' Well Well Log Alaska Now-Well/Vern's Driilling 12.241 Avion Anchorage, Alaska 99516 (907) ~45-4417 [AA5527 J Anchorage I?lountainsid~___JJ Village Well Log Ft. Below SurFace Hal:or-iai Type Top Bottom brown gravely Lit1 ]ray bedrock, decomposed a trace oF H20 100' (15 g. over 150' white streaks in rock gray rock, traces green & s_e_epage over night 50 g, @ gray rock gray-bm rock, 5/4gpm- 1 gpm ;fray rock Mur Well Permit #SW910126 (6-3-9 0 9 surface 9 500 r night (, 150' Lot, al depth) hiLe rock 300 350 ;50' total depth 350 400 n 400 410 410 420 JU L.-2- -19 unicipality of Am :hora_~ .q:FE~[h-& H~ma ServiCes Well Depth (fL) Drilling Method ~LE_~Lar'y Casing Type welded Date oF Completion [domestic Diameter (in.) Depth (rt.) 6 Lo TOC ____ to ~-4 '-~7 Finish of Well Type Diameter Jopen hole ] [ Static Water Level kevel (f't.) Date Weight (lbs/ri) Pumping Level Below T of C (ft.) AFter (hFs) OrouUng Yes ~ [ Pump SeLLing (FL) Remarks Pumping (g.p.m) I. Material 1 Capacity Type ]submersible This well was drilled under my jurisdictioa and this report is true to the best of my knowledge and belief'. At .... rized Rel)resentat~e DaLe