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ASPEN HIGHLANDS #3 BLK 3 LT 4
Aspen Highlands #3 B 1ock 3 Lot 4 #017-013-82 Development Services Department Building Safety Division V._ On-Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 MarkBegieh Anchorage, AK 99507 Mayor ww .mumaro/onsite (907)343-7904 Pump Installation Log Well Drilling Permit Number: SW. Parcel Identification Number: Date of Issue: Legal Description Property Owner Name & Address: ASPEN j a g a l rK s DellC) V4. A w Pump Installation Date: Pump Intake Depth Below Top of Well Casing: feet Pump Manufacturer's Name: FfCki� Pump Model: '%,-C 311 gS l b Pump Size 3/4 hp Pitless Adapter Burial Depth: % it feet Pitless Adapter Manufacturer's Name: Pitless Adapter Installer: r/ upon Completion':' Yes i j No Well Disinfected v! Method of Disinfection: 46 LLQ Comments: Pump Installer Name: i el ry! c6 R A I � fi.J� i `n 1' Si? i?V) CF� aryc& eel Wk 7,9 Attention: The pump installer shall provide a pump installati& log to the DSD within 30 days of pump installation. Municipality of Anchorage Page I of 3 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: SW 910034- PID Number: 017013$2 Name: ARL1N FRATz KE Wastewater S ❑ stem: New Y ,�' Upgrade Address: P.O. Box ►11111 ANcH. A 99,5"11 ABSORPTION FIELD Phone: 31+9 - 31 2 No. of Bedrooms: L -f, ❑ Deep Trench ❑ Shallow Trench %Bed ❑ Mound ❑ Other LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: 0• GPD/Sq. Ft. 1 Lot: Block: Subdivision: #3 f}SPEH NIGNLAgbS Depth to pipe bottom from original grade: 6. 6, Gravel depth beneath pipe 0 S Ft. • Ft. Township: `i" 12 N Range: R 3W Section: - -25 Fill added above original grade: 0.6 Gravel length: 2 8' Ft. Ft. • WELL: New ❑ Upgrade Gravel depth: 1.0 Number of lines: S Distance between lines: (a Ft, Ft. Classification (Private, A,B,C): Fri fv/4rL= Total Depth: Cased To: Total absorption area: Pipe material: F . RI O Iib Ft. 62+ Ft. 773 SO, Ft. 4" PvC D- 3034 Driller: At PINE DRILLING Date Drilled: Jf/26l9/ Static Water Level: 39 Installer: SANDLAN Date InsIled: tD Ft. O 11 13)9/ Yield: 6 Pump Set at: I Casing Height Above Ground: TANK GPM Gln k Ft. 2 Ft. SEPARATION DISTANCES Septic ❑ Holding ❑ S.T.E.P. To Septic Absorption Lift Holding Public/Privnln Manufacturer: Capacity in gallons, From Tank Field Station Tank Sewer Lines A NC R. T N k 1 2 so Well 102 1 03 ,__ q0 Material: STEEL Number of Compartments: 2 Surface Water >/oo y/00 LIFT STATION N.,4. Lot Line 35 11 -- -- 30 Size in gallons: Manufacturer: Foundation 13 10 _ O "Pump on" level at: "Pump off' level at: High water alarm at: Curtain Drain I "— I — — — -- Pump Make & Model Electrical Inspections performed by: Remarks: h¢ soil oLbsor ftrn bee( C"Of BENCH MARK reCon c( ri c.( ctrl s Ac wr7 Glut to {di e. Location and Description: TOP o F WCLL CASING f^C,! cn c e c J u n s u J"b14 so i U 1n 44,e P_ attop Technical Services nur�►2rnmoJt rvrn r. A n.tw .erc {-tit O Streel Anchoxa Assumed Elevation: loO.o ho(e dcef 611119 near "e eenkcr c4 Me btd abrcrbeCt_ S ENGINEER'S SEAL 46.�,"u %V44%r 4,t If 147-0 wefh,nO.r rain. -Th-e" %� Sand A(Aer u,au 1nt0a.11ea Ar�?e� ;.O........ �► "' leer0.<< n Inspections performed by: FLATToP Dates: /&/ Department of Healt a d H an rvices approval Reviewed and approved by: THEODORE F, MOOR '.-_ `� `. Cir - 3549 �- ' _ Permit No. S W 91 00 34 Page 2 of 3 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: L4 B3 ASPEN H169LAND5 POW.: 01`10138Z. 16 72-013 A (2/91) MOA 25 Permit No. 5W 91 00 34 Page 3 of 3 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 9 Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Legal Description: L Lia® N HIGHLANDS 4- 3 PID No.: 0110138-2 V01ZTICAL 170138 -- VORTICAL BF_.NCNMARK_: Top. OF _ WELL CA51NG__ ASsumED ELEVATIoN loo.o GROUND ELEV. 1 O I .-7 6y wes r 1 END OF BED / t 773 a' A13SORPTIOH BED FILTcR FABRIC. SEWER GRAVEL 1.250 ..:GAL. i ! „mow • •` w � • i � i t . SEPTIC -'4Nk SANG INVERT E[.EV.: \ INLET 95,1 / 90 oVTLEr:95.4./ "�TRIBuTlor{PIPES NVERT RLE V. 95.1 �Soro ENDS SCALE: _ VERTICAL. No HORIZONTAL SCALE BOTTOM O F M.T. T. H. # 2 88.2 ENGIN RD`S yS�EVALA •Y ��/ e ms. �_J ♦ .n. ,�! 10 b•• Y a YGe4, si' i 1 ��i % rliE'ODORE F. ti;00Re Technical Services �� y 0P I4 Echo Street Anchorage, Alaska 9951 a fesSs z. ' C�►�' LOCATION OF W4L (Pleat* finnilliftfO dithar In ih .. in t WATER WELL RECORD STATE OF ALASKA DEPARTMENT OF NATURAL RESOORES Nivisinn of Geological a Geophyticol Sump Drilling P&rrnif No, borough subla V - — E . .— BIOC�k I b, V4 (it ra. Section No. Township Range ED Meridian of .,Jj —of—.or . —of WC] DISTANCE AND DIRECTION FROM ROAD INTeRSECTIONS 1�OWNER rb 3 I%Wki 16. WATER WELL CONTRACTOR'S CERTIFICATION: 5. Welter Temperature -6 L1 7h1h W1411 wne drill"'i 11 rnrid thl,; rt-pqrj ip trtiq in fhq hq{i of my krinwItrigr nnri Rregistered f9uelneae Nam Contract License Number P I ..., e " .. ',4 . /Z 2) Address; Je, Signed Date: A Form 02,WWPt (11/81) f2ed Repeagofifalivo COPY Distribution: WHITE -Stole DOGS, PINK -Driller, CANARY- Customer F ( C) ID 13 Address; $tro*t Address. and Area of Well Location Z. WELL LOG Material Type Feet Below 4. WELL PEPTH; (finni) n TE OF COMPLETION Top bottom EJCable tool M•RQIIUV Driven Dug rl A..., 0 Jqf 44 El Dprtd ❑ Other 7- USE; � Domestic • El Publio Supply El Industry 0 irrigollork Recharge El Commsrlgo( T9111 Well 0 Other: S. CASINO; El Thrsodod t*1 Welded P., to, (I. 15"Pill Weight Ji lbs./ft, 0"") dI0Vn.___In. to ft. oop1h 811okup., ft, 9. FINIALH Al' WF1 11 Slot/Mo(h Size: Length: (J" 4y v Yvt.A Set between ft. and it, Backfilling Gravel pack 10. STATIC WATER LSVELt'y', f? .....ft. 4 A6uvw or 0�- Be[ Iu Id *U V-9 Dele Equipment meed: 11 . PUMPINO LEVEL below load skirfoos and YIELD It, ft. offer tire. pumping _,9,p.m, Uept. Healt-'y 01 AnEl Orage 121GROUTING Well Grouted: El Yet C3 No Maes material. C] Near ?;emsni E) Other; 13, PUMP; (It avollohl&) HP Length of Drop Pips —211. o0poolly 0 $U12M, Jet C3 OWFOrilicul 0 Other 14.REMARK$'X?' V 177 7 r 16. WATER WELL CONTRACTOR'S CERTIFICATION: 5. Welter Temperature -6 L1 7h1h W1411 wne drill"'i 11 rnrid thl,; rt-pqrj ip trtiq in fhq hq{i of my krinwItrigr nnri Rregistered f9uelneae Nam Contract License Number P I ..., e " .. ',4 . /Z 2) Address; Je, Signed Date: A Form 02,WWPt (11/81) f2ed Repeagofifalivo COPY Distribution: WHITE -Stole DOGS, PINK -Driller, CANARY- Customer F ( C) ID 13 PERMIT NUMBER:SW910034 DATE ISSUED: 3/15/91 DESIGN ENGINEER:FLATTOP OWNER NAME:FRATZKE ADDRESS:P.O. ANCHORAGE. TECHNICAL SERVICES EXPIRATION DATE: 3/15/92 ARLIN P & JE�IFE� �EE 8OX 1i1711 ALASKA 99511 LEGAL DESCRIPTION: ASPEN HIGHLANDS #3 BLK 3 LT 4 NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 ENGINEER WILL PROVIDE PERCOLATION T�STS ON TEST HOLE #1 & #2 AT TIME OF CONSTRUCTIO�. THIS OFFICE �ILL ALSO BE NOTIFIED IN WRITING IMMEDIATELY OF ANY POSSIBLE DESIGN CHANGES DUE TO THE PERCOLATION TESTS. ... ... ..... _ CIVIL & ENVIRONMENTAL ENGINEERING • ENERGY CONSERVATION & ANALYSIS THEODORE F. MOORE, P.E. 14530 ECHO ST. PH: (907) 345-1355 March 5, 1991 ANCHORAGE, ALASKA 99516 M.O.A. DHHS P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: The purpose of this letter is to provide additional information in support of reissuance of an on-site sewer and well permit for Lot 4, Block 3, Aspen Highlands S/D #3. A previous permit (#900145) was issued on 6/8/90. As discussed with Dan Roth, we are submitting a revised site plan correcting the legal descriptions of two adjoining lots and providing measured separation distances between the proposed facilities and nearby wells and septic systems. Because of the large size of the lots in this area, coupled with the generally good soils, there should be little impact of the proposed facilities on the ability to develop on-site facilities on adjoining lots. Due to the requirement to maintain 100 foot separations, the location of the proposed soil absorption bed will somewhat affect the well placement options on Lot 3, and the location of the proposed well will somewhat limit the options for septic system construction on Lot 5 of this subdivision as well as Lot 5 of Nulukatak S/D and Lot 1 of Talisman Heights. At the time of the soils testing, design and permit issuance last year, no percolation tests were required for this type of soils, and thus none were done. Now we have a new wastewater ordinance which requires percolation tests whenever visual tests are done. Given this situation, it would seem appropriate to stipulate on the permit that a percolation test be done at the time of construction, demonstrating that the percolation rate in the receiving stratum is faster than 5 minutes per inch. In the event that the percolation rate should turn out to be slower than 1 minute per inch, we would be able to eliminate the filter sand from the soil absorption bed. Please telephone me at 345-1355 if you have any questions on this submittal. Sincerely, Ted Moore, P.E. cc: Arlin Fratzke NOTE S: 00 RESERVE AREA-. THE DESIGNATED SEPTIC RESERVE AREA 14AS A TOTAL AREA OF 35` x 12o' = 4200 a' SLOPE ANALYSIS: Ia' THE ToPo GRAPHY 1N THI: VICIN IT'( OF ,Ilo UTIL THE RESERvE AREA SLOPES GENER ALLY 1-� ESMT To THE s AT 2o% WITH A FLAT BENCH AT ?NE' PROPOSED /� N CoNSTRvc -rioN SITE, LOT 3 pRop. DRMNFJEL�> NOTE: NO OTHER WELLS (VA c-AtAT) ��*.� 12,50 G!L op, SEPTIC SYSTEMS S.T. WITHIN 200` OF ��00 /.T.H'*2 PROPOSED FkiL.ITIES (ksliPT,� .li o I ReS6Rv9 PROPOSE© AREA Howe PR1vE PROPOSED WELL�r 01• �y° off. i 0T 1� L. 0.q Q APPROX- LocRTiop! / W E LL /� r �F AZ%o# (SST i~OLNp IN FIE D) ••r \ 'I••• 40TH o Flattop Technical Services ��:•THEODORE P. MOORE ; 0 14530 Echo Street �� `a '.•• CE - 3589Ar Anchorage, Alaska 99516 LOTS 210' \ SEPTIC \ SY STE M I L1 TALISMAt NEICDHTS CACANT\ N 6` LS NU>~uK ATA K SEPTIC SY STE M Lt B3 ASPEN HIGHLANDS 5/D WELL d-SEPT'Ic SYSTEM ,SITE PLAN SCALE: I" -so' DATE 590 DRAWN BY: NOTE: ?NIS IS NOT A SURVEYI= D PIAT ALL LDCATiO NS ARE APPROXIMATE n In.►. C. 0. 'LAN tIEW NE FRoM PTIc TANK CR► G .NAL GRouND LEVEL ORIGINRL GRo uNo LEVEL IN FILL VIC1Nll"( OF y"per � PGt1?F, T.Y 2 7 o►sr. pipe FILTER FABR IC SEWER a GRAVEL U. .FiLTER _ SAND, 2, NATIVESANDY GRAVEL OF A4.1.104- qTH O .THEODORE F. MOORE; / CE - 3589 , AT SECTION A -A L41- 93, ASPEN NJGHLANDS --t�3 SEPTIC SYSTEM — PLAN 4- X- SECTION SCALE : 1" =51 —0so DATE : 5/9D Flattop Technical Servi DRAWN BY . 14530 Echo Street Lot 4, Block 3. Aspen Highlands S/D - Unit #3 12901 Midori Drive Wastewater Disposal System Specifications 1. The scope of the project consists of construction of a wastewater disposal system sized for a 4 bedroom residence, including a 1250 gallon septic tank followed by a 25' by 30' soil absorption bed. Due to the presence of clean, sandy gravelly soils underlying the proposed bed, a two foot thick layer of filter sand is to be placed in the bed excavation beneath the sewer gravel. The size of the bed is based on a soil rating of 125 square feet per bedroom for the sand filter, which dictates a total area of 4 x 125 x 1.5 = 750 square feet. This is achieved with bed dimensions of 25' by 30'. The site plan designates a septic reserve area exceeding the 4000 square .feetdictated by the wastewater ordinance. 2. The system is to be constructed as shown on the site plan and design drawings, except that minor modifications may be allowed or required by the engineer conducting the inspections. 3. The well is to be drilled in the the approximate location shown, 15 feet from the east property line and 10 feet from the southeast property line. The owner is responsible for obtaining any surveys needed to ensure that the well is located on the property. 4. All construction practices and material specifications shall be in conformance with Municipal and State requirements. 5. A 1250 gallon, two compartment approved septic tank is to be installed level, at least 5 feet from the building foundation and 5 feet from the soil absorption bed. 4" dia. cleanouts shall be installed between the foundation and the tank and between the tank and the bed„ as well as on. each compartment of the septic tank. 6. The soil absorption bed shall be constructed by excavating the overlying soil to achieve a 25'x 30' level surface in the sandy gravel stratum approximately 7 feet lower than the level of the existing ground surface in the vicinity of test hole #2 (10 feet lower than the level of the existing ground surface at test hole # 1). 2' of medium sand fill shall then be placed in the excavation to create a level bed surface .-feet below the existing ground surface in the vicinity of test hole #2. Next, a total of 12" of approved sewer gravel shall be placed in the excavation, with the manifold and perforated pipes configured as shown, with their inverts no less than 6" above the bottom of the gravel. Filter fabric shall be placed over the top of the sewer gravel prior to backfill which shall extend to at least 6" above the surrounding soil and be graded to promote surface drainage away from the site. Cleanouts and monitor tubes shall be installed as shown. ?. A total of 5 inspections will be required during the course of construction: (1) initial stakeout, (2) after the bed is excavated, but prior to placement of sand, (3) after the sand is in place, but prior to placement of sewer gravel, (4) after the sewer gravel is in place, the pipes are laid and connected up to the septic tank, but before placement of the filter fabric and final backfill, and (5) after final backfill and grading is complete. 0 At Flattop Technical ServicesAL)4ft•. 14530 Echo Street �' ¢ :� — '{� �0 llaglora e, Alaska 99516 un Cipn y of Anchorngo+,+,°••••••••°•°•••• •� DEPARTMENT OF HEALTH & HUMAN SERVICES 19� Hror_cae r rnooke 825 "L" Street, Anchorage, Alaska 99502-0650 iso- u y .°• CE - 3589a,`' Ar SOILS LOG — PERCOLATION TEST d4��,•..°°n.°•�41 T. PERFORMED FOR: _ A R L IN FRAT Z KE DATE PERFORMED: 5/22 )JO LEGAL DESCRIPTION: L. 4 B3 A SPE N 0.75 (FEET) PT 1 SM SANDY LOAM 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 T•N.#1 COMMENTS — 1614LAt4bgownship, Range, Section: — 6M SILTY GRAVEL (GRAY) 5 M GRAY, 511.TY SAND 5w 8LAcK, CLEAN SAND GW CLEAN SANDY GRAVEL GM WAS GROUND WAi SLOPE Swrr SPI Anl C 2 ENCOUNTERED? IVU s IF YES, AT WHAT L ' GW CLEAN DEPTH? O P E SA NDy GRAVEL Depth to Water Alter MONIMe TC409F vR r Monitoring? Dale: 5/29 /90 85 a %/3vRr� Reading Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT PERFORMED BY: FLATToP TECH SER CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: S'1-70 /90 72-008 (Rev. 4/85) A4 144 Flattop Technical Services Ar 14530 Echo Street 0`� �� L) �- ° 4— �' $ Anch�rae, Ahasa 99516 �""°' °' """"" •' • • • I Mun cip ily of nc iorngo 0 °•°°••••• •.r•.•�••'•.) DEPARTMENT OF HEALTH & HUMAN SERVICES THEODORE F. MOORE - x 825 "L" Street, Anchorage, Alaska 99502-0650 4�, °•• CE - 35139 AV SOILS LOG — PERCOLATION TEST �4 `���� •...,•a•.• cNIP AV T.H. #z PERFORMED FOR: ARL IN ERA -TZ KE DATE PERFORMEp: 5/22 hQ DEPTH (FEET) 1 2 SM REDDISH SANOY LOAM 3 4 5 6 (s 7 8 9 10 11 12 13 14 15 16 17 18 19 20 GM SILT`( GRAVEL SLOPE KI GP SANDY GRAVEL (15 p/BDRM SW CLEAN GRAVELLY SANE B.N. 12E n /gpRM T. N. #'2 COMMENTS U) WAS GROUND WATER Q � ENCOUNTERED? 11 EC 2 SITE-PLAN,L , .00 • INN S L ` O P E M■ Irll■�■��E►M■ ■©►70■■■■ •.■ ■■N ■■■■■■■1X ON Ole, IF YES, AT WHAT DEPTH? Depth to Water After ON(Taq Ticea ort Y Monitoring? Date: S'/e' 790 S L ` O P E Reading Date Gross Time Net Depth to Net Time Water Drop PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT ITIoN A TN *It2 3' LOwFt2 -TLin .j e-.- i fk PERFORMED BY: FLATTOP TECN SER ��� CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:_ 72-008 (Rev. 4/85) 0/9LU I,z i-1Municipality ®f Anchorage % Department of Health and Human Services C�hl-LS Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 January 8, 1991 Arlin Fratzke 431 Egavik Drive #1 Anchorage, Alaska 99509 Subject: Lot 4 Block 3 Aspen Highlands Subdivision #3 Permit #900145, PID #017-013-82 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 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. 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. If you have any questions, er ly, i J n m i t li, P. ogram Manager Siin-site Services JW/1jm:200 enc: Copy of Permit please call this office at 343-4744. "Kids Are Our Future" NOTE S: RESERVE AREA TOE DESIGNATED SEPTIC RESERVE AREA HAS A TOTAL AREA OF 35' x 120' = 4200 a' SLOPE ANALYSIS: la' THE TOPOGRAPHY 1N THE ✓ICIN IT'( OF ^ UTIL THE RESERVE AREA SLOPES GENER ALLY '1-� ESMT To TOE SW AT a0% WITH A FLAT BENCH AT THF PROPOSED N CONSTRUCTION SITE. LoT 5 ' • �' pROP< DRAINFIELD , (VA C.A14T) `ry �af•r 12$0 �L F ` !* 3� ,�tb .'1'.H, Z 0 �<CS6PT1C-Ilk Y � Re seRvE \ A EA PROPOSE HOUSE PRIVE PROPOSED WELL�� /. / i L !4 ,4 •.......e . , MOORE589 �Y -4 �L° oda �0. Flattop Technical Services 14530 Echo Street Anchorage, Alaska 99516 LOT 3 I Ll ?ALIS MA+ N G Ln 'LE NULUKATAk 5/0 NO SEPTIC 61STEMS tv l" P4 100' OF PROPOSED WELL Lt B3 ASPEN HIGHLANDS 5/C WELL d -SEPT iL SYSTEM SITE PLAN SCALE-. I"_5p' DATE: 5/90 DRAWL BY, NOTE: THIS IS No7- A SURVEyE D PLAT ALL LOCATIO NS ARE APPROXI MATE ri ORIG WRQ ;Ro uN� LEVEL IN VICINITY JF T.N*2 :� V 'LAN 'IEW 4E FROM PTIC TANK ORI G I..NAL GRouND LEVEL I FILL. Y"uiH to P�rtF pipe F14TER FABRIC SEWER • a • GRAVEL FlLTEri :-SAND, 2s ---� oY„�a'v®m,rrr F A4m� �. .r-® feeeeeeeeeeee•eeee•eeeei•••� } : TfiEODORE F. MOORED I �,••.� CE - 35139w`� NAT IV E SANDY GRAVF L SECT ION A -A L'+, 93, ASPEN HIGHLANDS #3 SEPTIC SYSTEM - PLAN 4- X- SECTION SCALE : I" =5`0" DATE : 5/90 Flattop Technical Services DRAWN BY 14530 Echo Street Anchorage, Alaska 99516 Lot 4, Block 3. Aspen Highlands S/D - Unit *3 12901 Midori Drive Wastewater Disposal System Specifications 1. The scope of the project consists of construction of a wastewater disposal system sized for a 4 bedroom residence, including a 1250 gallon septic tank followed by a 25' by 30' soil absorption bed. Due to the presence of clean, sandy gravelly soils underlying the proposed bed, a two foot thick layer of filter sand is to be placed in the bed excavation beneath the sewer gravel. The size of the bed is based on a soil rating of 125 square feet per bedroom for the sand filter, which dictates a total area of 4 x 125 x 1.5 = 750 square feet. This is achieved with bed dimensions of 25' by 30'. The site plan designates a septic reserve area exceeding the 4000 square .feet dictated by the wastewater ordinance. 2. The system is to be constructed as shown on the site plan and design drawings, except that minor modifications may be allowed or required by the engineer conducting the inspections. 3. 'rhe well is to be drilled in the the approximate location shown, 15 feet from the east property line and 10 feet from the southeast property line. The owner is responsible .for obtaining any surveys needed to ensure that the well is located on the property. 4. All construction practices and material specifications shall be in conformance with Municipal and State requirements. 5. A 1250 gallon, two compartment approved septic tank is to be installed level, at least 5 feet from the building foundation and 5 feet from the soil absorption bed. 4" dia. cleanouts shall be installed between the foundation and the tank and between the tank and the bed, as well as on each compartment of the septic tank. 6. The soil absorption bed shall be constructed by excavating the overlying soil to achieve a 25'x 30' level surface in the sandy gravel stratum approximately 10 feet lower than the level of the existing ground surface in the vicinity of test hole #2 (13 feet lower than the level of the existing ground surface at test hole # 1). 2' of medium sand fill shall then be placed in the excavation to create a level bed surface 8 feet below the existing ground surface in the vicinity of test hole #2. Next, a total of 12" of approved sewer gravel shall be placed in the excavation, with the manifold and perforated pipes configured as shown, with their inverts no less than 6" above the bottom of the gravel. Filter fabric shall be placed over the top of the sewer gravel prior to backfill which shall extend to at least 6" above the surrounding soil and be graded to promote surface drainage away from the site. Cleanouts and monitor tubes shall be installed as shown. 7. A total of 5 inspections will be required during the course of construction: (1) initial stakeout, (2) after the bed is excavated, but prior to placement of sand, (3) after the sand is in place, but prior to placement of sewer gravel, (4) atter the sewer gravel is in place, the pipes are laid and connected up to the septic tank, but before placement of the filter fabric and final backfill, and (5) after final backfill and grading is complete. 01- %% 14 Flattop Technical Services ° •'" �` d�M . 14530 Echo Street m ,k.�AL * �� 1 ................. ...� Aigcl�o a ge, Alaska 99516 ° un cl a y of Anchorage 0 S, A DEPARTMENT OF HEALTH & HUMAN SERVICES 0tq :°T;fEOJOR[^ r� Eno ~Jkc 825 "L" Street, Anchorage, Alaska 99502-0650 � �°. CE - 3589." ct,"` w °. ray SOILS LOG — PERCOLATION TEST °t�hh °°° °.•'�a 4V PERFORMED FOR: A R L IN FRIT Z KE DATE PERFORMED': S/22 ho LEGAL DESCRIPTION: L, 4 B 3_ A S PE N DEPTHFI O 7S (FEET) f T 1 SM SANDY LOAN► 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 T. N • # I COMMENTS GM SILTY GRAVEL (GRAY) SM GRAY, SILTY SAND Sw BLACK, CLEAN SAND Gw CLEAN SANDY GRAVEL OwnshiD. Ranae. SPrtinn- G M WAS GROUND WAT�� _ NO ENCOUNTERED? S IF YES, AT WHAT L GCLEAN DEPTH? P yp 5A NDyE GRAVEL Depth to Water After M""R ruaE bR k- ,95' Dale: 5%29 /90 Zt 8S Irl �(3D (-f SLOPE c1rr Di nK[ P -- Reading Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND F7 PERFORMEDBY: FLATTOP TECH SER 1 977--.14ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: RTIF�T�3aH19� T WAS PERFORMED IN 72-008 (Rev. 4/85) Flattop Technical Services ' • ' 14530 Echo Street =? 1�� AL) N" •'•:* Anchorage, Alias a 99516 s......• ................... • Municip ity of nc iorngo •� DEPARTMENT OF HEALTH & HUMAN SERVICES �'"": •'•� A 'S . RE ' F.^ OORE 825 "L" Street, Anchorage, Alaska 99502-0650 4� o;'70U"CL - 3589 SOILS LOG — PERCOLATION TEST b `r�r '• ,•••n••••' c��� T.H. #2 �4 Cry�r�r ��'�' .t;rya PERFORMED FOR: ARL IN FR AT Z KE DATE PERFORMEQ:_ S/2Z 190 LEGAL DESCRIPTION:_ L4, 93 ASPEN N HI641ANDq DEPTH (FEET) P.T. 1 z SM REDDISH SANDY LOAM 4 5 s 6.5 7 8 9 10 11 12 13 14 15 GM SILT`( GRAVEL GP SANDY GRAVEL IIS p/BDRM ownship, Range, Section: WAS GROUND WAT ENCOUNTERED? NU S SW CLEANIF YES, AT WHAT L DEPTH? O P (SRAVELI E ! SA N [)Depth to Water Alter ��N��aR ruQ�' °R Y N 12 S 1:3/BDRM Monitoring? Date: .s729 190 B.. SLOPE CITC-DI AAI 16- 17- 18- 19- 20- T-0- 617181920T.N. #2 COMMENTS PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT M10tA A I.H.42 3' LOWER TUAti IT T. U. :'L-2 PERFORMED BY: _Fi-ATTOP TECH SER I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 (Rev. 4/85) DATE: MUNICIPALITY OF ANCHORAGE M E M O R A N D U M Date: March 12, 1991 TO: Accounting & Budget, DHHS FROM: On-site Services, DHHS SUBJECT: Request for Refund - Account #2570-9426 Please make arrangements for the following refund. The property owner paid for the permit and the civil engineer also paid for the same permit. Thank you. Receipt #OS -22544/5508 Amount: $140.00 Account # 2570-9426 Lot 4 Block 3 Aspen Highlands Subdivision Sewer and Well Permit Ted Moore, P.E. Flattop Technical Services 14530 Echo Street Anchorage, Alaska 99516 Laura J. Montgomery On-site Services cc: file MUNICIPALITY OF ANCHORAGE Department of Health & Human Services On -Site Sewer/Well Permit Application oil — 013 — Z NOTE: Application must be filled out completely. SINGLE FAMILY DWELLING Parcel Identification Number ti P�5 .,,��R�tA) �2��j zK 3Vi- 31yZ Pro&ty 0\4 am n Day Phone / � tailings ress�I� Loy J Zip Code ! y �J` �l�yjZ` G c q GS�/ Legal Desi t n� �.. Lot Block Subdivision Section Township Range Lot Size &/3J7 Number of Bedrooms: Acres/&.s� Inspections will be conducted by: xApproved Engineering Firm Municipality (permit fee included) Does your house contain any of the following: Hot Tub, Swimming Pool, Therapy Pool, Jacuzzi, or Water Softener Unit? NC If yes, which one? This application is for: Sewer Only Sewer and Well __X_ Sewer Upgrade Well Only I certify that the above information is correct. I further certify that this ap lication is bei made for a Single Family Dwelling and in accordance with applicable Municipal codes. O h Prop rty Owner/Well Driller Fees:y . Sy Receipt # o� s ermit # 72-012 (Rev. 10/86) s NOTE: Applicat� must be fi ut completely. �N �0R Ry Owner. furlf n P Mailing A ress me 1 �G Legal Descri� MUNICIPALITY OF ANCHORAGE Department of Health & Human Services On -Site Sewer/Well Permit Application SINGLE FAMILY DWELLING czvt �1_ C�ZI.P 2S Section L4Ora -2- Lot Lot Size 6'1 39 % _Acre(sq. P Inspections will be conducted by: Parcel Identification Number Day Phone 3 1/ 9 — 3 /Y 2 Zip Code 29.009 Awen 1�i Ui1 /a,Oo(r 3 Lv Range Number of Bedrooms: �� Approved Engineering Firm ) Municipality (permit fee include) Does your house contain any of the following: Hot Tub, Swimming Pool, Therapy Pool, Jacuzzi,_J� w" Q or Water Softener Unit? If yes, which one? L L, This application is for: Sewer Only Sewer and Well k Sewer Upgrade n�ly ni �M I certify that the above information is correct. I further certify that this application is being made for a S IFBrtt�ily/�Dwelling and in accordance with applicable Municipal codes. LIVA ` e Property 0wnerANe4-&44r / (7 Fees: A-/ Receipt # �2 2S 33— 5�0 $ Permit # 72-012 (Rev. 10/86) December 29, 1978 780553 Dan F. Carter~t~ Post Office Box 10-458 Anchorage, Alaska 99511 Subjects Lot 4 Block 3 Aspen Highlands Subdivision 93 A permit issued by this department for well and/or sewer system has expired. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal ordinance. If you have drilled the well, a well log should be sent to this department to document the installation date. If there are any further questions, please contact this office at 264-4720. Sincerely, Les N. Buchholz, R.S. Senior Environmental Specialist LNB/ljw enc: copy of permit PERMIT NO. r-il_it-4 ZC:Z F""-~LZT% DEPRRTMENT O~ iERLTH RND ENVIRONMENTRL P, [ECTION 825 ~L.~ STREET, RNCHORRGE, RK. 264-4720 ( 78055~ ) RPPLICRNT LOCRTION LEGRL DRN F. CRRTER PO BOX i0-458 L4 B~ UNIT ~ RSPEN HIGLRNDS S? 995ii LOT SIZE 65000 SQURRE FEET TYPE OF SOIl. RBSORBTION SYSTEM IS: TRENCH MRXIMUM NUMBER OF BEDROOMS = 4 SOIl. RRTING (SD FT?BR)= 85 THE REQUIRED SIZE OF THE SOIL RBSORPI'ION SYSTEM IS: [:. E{. F' T H = i 4 L E I'-,I Iii -1r H = .'l-_--: :E.: ~3 F-' R %,' E L E:,E£ F' T H= .=1-. ~5 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS 'THE DISTRNCE BETWEEN THE SURFRCE OF THE GROUND 8ND THE BOTTOM OF THE EXCRVRTION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF GRRVEL BETWEEN THE OUTFRLL PIPE RND THE BOTTOM OF THE EXCRVRTION (IN FEET:). PERMIT RPPLICRNT HRS THE RESPONSIBILITY TO INFORM THIS DEPRRTMENT DURING THE INSTRLLRTION INSPECTIONS OF RNY WELLS RDJRCENT TO THIS PROPERTY RND THE NUMBER OF RESIDENCES THRT THE WELL. WILL SERVE. l'P.IC~ (2) I t-4SF'EC:'TIC~t-4S RE:E E:EI;!LII E:E;[) BRCKFILLING OF RNY SYSTEM WITHOUT FINRL INSPECTION RND RPPROVRL. BY THIS DEPRRTMENT WILL BE SUBSECT TO PROSECUTION. MINIMUM DISTBNCE BETWEEN 8 WELL RND RNY ON-SITE SEWRGE DISPOSRL SYSTEM IS 100 FEET FOR 8 PRIVBTE WELL~ OR i50 TO 200 FEET FROM 8 PUBLIC WELl. DEPENDING UPON THE TYPE OF PUBLIC WELL WELL LOGS 8RE REQUIRED RND MUST BE RETURNED TO THE DEPBRTMENT WITHIN ~0 DRYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MBY RPPLY. SPECIFICBTIONS 8ND CONSTRUCTION DIBGRBMS 8RE 8VBILBBLE TO INSURE PROPER INSTBLLBTION. F'EIF~.:r,1 I T E~-~:P I Iq"ES [:.EC:Er. IBEF~: _-'~=: :1... I CER'T'IFY THRT t: I AM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS; RS; SET FORTH BY THE MUNICIPRLITY OF RNCHORRGE. 2: I WILL INSTRLL THE SYSTEM IN RCCORDRNCE WITH THE [:ODES. ~: I LINDERSTRND THRT THE ON-SITE SEWER SYSTEM MRY REQUIRE ENL..RRGEMEN'T IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THRN 4 BEDROOMS. S I GNED' _ '_T~~.-.~-.~__ i F'E~ICRNT DRN F. [:8RTER I S;SI_IED El t ......... [)RTE ..... V7 ;;:I BORING NUMBER i Date Completed: 5-17-78 i~~.u~- ~ SOIL DESCRIPTION ~ o PEAT W/TRACE GRAVEL Dark Brown, Slightly Moist, Soft ,:.p.., 1.5' .o... SILTY Sg2XiDY GRAVEL ?~.'.o. Light Brown, Slightly Moist~ ~:'. Dense · "' Occasional Cobbles 5 :&'~ · 0 .,o.o · o ~ GRAVEL W/SOME COBBLES (GW) bo.. Occasional Boulder %,0 Gray, Dry, Dense ~ ~o o%'. 14.0 ' o..; SANDY GRAVEL W/SOME SILT (GW-GM) .~:~.. Light Brown, Dry, Medium Dense %~.'.'~.16.0 ' o e · GRAVEL SEAM -- 17.0' ,,~:,'~'SANDY GRAWCL (GP) .b.0.?{ Brown, Dry Medium Dense .?,~. ' ~ .':01'. .~'o. ~ '~ .,o. 2. 0 ' T. D. Ho ~ater Table Encountered LOCATION SKETCH No Scale NOTE: DISTANCES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN MEASURED BY SURVEYING METHODS. EXPLANATION r-UNFROZEN GROUND ~'"' ~ ORGANIC MATERIAL Little Visible Ice 0-10' Vx ~ A.B. ~---/CE DESCRIPTION __ ~'~..~ .~'SAMPLE NUMBER ~'~'~ Q.)Ss 72 5~l°/o, 85.9pcf I ~ D~Y DENSITY '~ ~ ~ BrOWS/FOOT ~ ~ SAMPleR ~YPE ~~o~ s~r~ ~ BEDROCK ~'-- F~OZEN GROUND WD.-WHILE Dt?ILLING TYPICAL SOILS LOG i Ss 14 "SPLIT SPOON WITH 140LB HAMMF~ Sz 1.4'/SPLIT SPOON WITH 340 LB. HAMMER Sh 2.5" SPLIT SPOON WITH 340 LB. HAMMER ~p 2.~" SPUr SPOON, PUSHED A AUGER SAMPLE Ts SHELBY TUBE Tm ~ODIFIED ~H~L~Y TU~E Bs BULK SAMPLE SAMPLER TYPE SYMBOLS ~ ORGANIC ~ GRAVEL MATER/AL ~ ~ COB~LF~8 CLAY .OULDERS ~ SILT ~ BEDROCK ~ SAND m ICE, MA~IVE somL SYMBOLS Lot 4, Block 3 Aspen Highland Subdivision Unit 3 Anchorage, Alaska PROd. NO851119/ DW6. NO A-01 J TIME 11:00 11:01 11:02 11:03 11:04 11:05 11:06 11:07 11:08 11:09 11:10 11:15 11:20 11:25 11:30 11:40 11:50 12:00 PERCOLATION TEST Dan Carter R&M No. 851119 ELAPSED TIME INCHES DROP IN INCHES 40.8 1 2 3 4 5 6 7 8 9 10 15 20 25 30 40, 50. 6~ 41.4 41.4 41.4 41.4 42.0 42.0 42.0 42.0 42.0 42°0 42.6 43.2 43.8 44.4,, 45.0 45.6 46.2 0.6 0 0 0 0.6 0 0 0 0 0 0.6 0.6 0o6 0°6, o26 0.6' 5.4 11.0 Inches Total Drop Minutes Per Inch FI,g,.M CDNSULTANTS, IAIC, 3550 GERAGHTY · BOX Z(~30 · FAIRBANKS, ALASKA 99707 · PIt. 907-45X 1655 · TLX. 09{1-35419 Hay 18~ 1978 R~I ~o. 851119 Mr. Dan Carter 1200 West Dimond #801 Anchorage, Alaska 99502 Subject: Soil Investigation for Sanitary Sewer System, Lot 4, Block 3, Aspen Highlands Subdivision, Anchorage, Alaska Dear Mr. Carter: At your request of May 12, 1978, we conducted a subsurface soils investi- gation at the proposed location of the sanitary sewer system on the subject lot. The investigation complied with those procedures required by the Municipality of Anchorage Department of Health and Environmental Protection. This investigation, which was accomplished on May 17, 1978, consisted of a test hole drilled to a depth of 20~feet below the existing ground surface. The test hole was sited according to your instructions and its location is shown in attached Drawing A-01. Drilling was accomplished with a rotary drill rig using continuous flight solid-stem auger with an outside diameter of 6 inches. A sample was taken at the depths shown on the soils log in Drawing A-01. The sample will be held in storage at our lab for approxi- mately six months. In addition, all material brought to the surface by the augers was continuously monitored by an experienced engineering geologist. The topography at the drilling site is generally gently-sloping. At the time of the investigation the site had original vegetation consisting of spruce and birch. The top of the test hole was located at original ground surface. The soils encountered in the bore hole are shown in the test hole log in Drawing A-01. This log displays specific conditions encountered at the test location. However, subsurface conditions may vary in other parts of the lot without any apparent surficial evidence of the change. Groundwater was not encountered in the test hole. Bedrock was not encountered. At the time the hole was drilled seasonal frost was not present. Permafrost was not encountered. A percolation test was performed within a second 10 foot deep bore hole located within 5 feet of the first boring. Ail depths in the attached Table 1 were measured from the top of the hole. The data in Table 1 show average infiltration from the depths indicated to the bottom of the hole. The measured percolation rate was 11 minutes per inch. May 18, 1978 Mr. Don Carter Page -2- We appreciated this opportunity to be of service to you. Please contact us if you have any questions concerning this letter or if we can be of addi- tional service. Very truly yours, R&M CONSULTANTS, INC. Lynne Kosikowski Staff Geologist Jim McCaslin Brown, Ph.D. Head, Earth Science Department JMB:LK/kah ECEI VEL) Municipality of Anchorage NOV 00 1999 DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division ,NVtRo AN010 kA 825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) �*§WICES DIVISION Health Authority Approval Checklist Legal Description: ASPEN HIGHLANDS S/D; LOT 4. BLOCK 3 Parcel I.D.: n17 -n13-89 A. WELL DATA Well type PRIVATE If A, B, or C, attach ADEC letter. ADEC water system number /A Log present (Y/N) YES Date completed 4Z99191 Total depth 148' Cased to 62' Casing height (above ground) 2' Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES FROM WELL LOG Date of test 4/26/91 Static water level 39' Well production 6.0 g.p.m. WATER SAMPLE RESULTS: AT INSPECTION 84' T, g.p.m. Coliform " Nitrate 5- T9 MA / = Other bacteria Date of. sample: �` 3- 6) CY Collected by: A.W.W.C., INC. B. SEPTIC/HOLDING TANK DATA Date installed 6/11/91-6/18/91Tank size 125n Number of Compartment _2— Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression � (1Y�/N") Nn High water alarm (Y/N) N/A Date of Pumping _ i -' %- q q Pumper 74 ^- t-torrl-e � C. ABSORPTION FIELD DATA Date installed 6/11 Z9 1 - Q /18/91 Soil rating (g.p.d./ft2 or ft2/bdrm) 0 8 System type BED Length 28 Width 23 - 30 Gravel thickness below pipe p Total depth 1.0 Effective absorption area 773 FT SO Monitoring Tube present (Y/N) YFC Depression over field (YM) No Date of adequacy test 11 /3299 Results (Pass/Fail) PARR For 4. bedrooms Fluid depth in absorption field before test (in.); DRY Immediately aftee 171 gal. water added (in.): QRY Fluid depth - (ins) Minutes later. - Absorption rate = 600+ g.p.d. Peroxide treatment (past 12 months) (Y/N) NONE KNOWN If yes, give date - 72-026 (Rev. 3196)` D. LIFT STATION Date installed Manhole/Access (Y/N) High water alarm E. SEPARATION DISTANCES Size i level at* *Datum SEPARATION DISTANCES FROM WELL ON LOT TO: "Pump off' level at* Septictholding tank on lot 100'+ ,. On adjacent lots Absorption field on lot 100'+ On adjacent lots Public sewer main N/A I Public sewer manhole/cleanout Sewer /septic service line 25'+ Lift station 100'+ 100'+ N/A N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: 5'+ Foundation 5'+ Property line 5'+ Absorption field Water main/service line10'+ Surface water/drainage 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10, Water main/service line Surface water 100'+ Driveway, parking/vehicle storage area Curtain drain _ F. ENGINEER'S i I certify that I C in conforman Signature Engineer's Nai Date /1 NONE KNOWN Wells on adjacent lots inspections and review of Municipal .s in effect on this date. JEFFREY A. GARNESS OtD HAA Fee $ - &M. Date of Payment 11 Receipt Number ' 72-026 (Rev. 3196)* Waiver Fee $ Date of Payment Receipt Number ...:... .....e . .fig..