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Home My WebLink AboutPARADISE VALLEY BLK 1 LT 15Paradise Valley Lot 15 Block I #020-424-35 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-Sile Waslewaler DiSposal System and/or Well Inspection Reporl Permit Number: ~'~() ~0/''/~'~. PtD Number: ~~S _ : ~l~ . ( Waslewaler System: D New ~ Upgrade *~ il I??~ ~~ ~ ~/I'[?W ABSORPTION FIELD Ph°ne: ~5-- 1~/ IN°'°fBedr°°m':~ ~ Deep Trench ,ShaflowTrench ~Bed ~Mound ~Olher LEGAL DESCRIPTION so,,..,,..: ¢.2GPDiSq. F,. folalDeplblromoHgi,,algrade:~' ~o,: 15 ~,oo,: i ~.~,D~,~.: V~I~y Deplblopipobollomfromo,iginalgpade: Graveldeplbhenealhpipe Township; ~ Range: I Section: Fill added above original, grade:,~e~ Ft. Gravel lengtb: 77, FL WELL: ~ New ~ Upgrade G,avelwldtb: ~ Numberoflines: ]Oislancebelweenlines: ~,. ~ I~ ~,. C,assiJica rio ~ (Privale. A.B.C ~ ; Total Depth: ~ Total ebsorpllon area:~ ~ ~ Pipe material: Pump Set al: ~ Casing Heigld Above Ground: ~b ~. TANK SEPARATION DISTANCES ~Septio U Holding U S.T.E TO Septic Absorp[~on Lift HoMing )ublic/Prlvale Manufaclurer: Capacily fn gallons: s.¢~¢~ j0O'~ j~¢ ~ LIFT STATION Curtain 'Remarks: ¢~,~'7,~o W~/Pr, c r4~¢ BENCH ~ARK Inspections performed by: =..~. m... ~l..u. ee~ Dates: 1si 2nd ~-~ ~ ~ · uo.~m c, COWXN Deparlmenl ol Heallh and Human Serwces approval ~t,~;]'-. ,..;k~ Reviewed and approved b ~. ~ Oate:7'~¢-°d ~'. ~ PERMIT NO SW990402 PAGE 2 OF _ 5 Mun,cip. aU~ oF/~l~hl~j~/~N DEPARTMENT OF HEAiZ=TH SERVICES ENVIRONMENTAL SERVICES DIVISION P.O, Box 196650 GAncho~ge, Ataska 99519-66500Te[ephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 15, BLOCK 1, PARADISE VALLEY S/D P.I.D. NO. 020--424--35 // LOT 16 ._ ¥ NgW I250 GALLON FCO \ \ \ \ \ \, ~__~.U NIlE VE L~ PgRMIT NO SW990402 PAGE 5 OF 5 Hunicip. aLi~ oF anchopaqe DEPARTMENT OF HEALTHAND HUPTAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O, Box 196650 ~Amchora9e, ALcsR~ 99519-6650~Te~ephone: 343 4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 15, BLOCK 1, PARADISE VALLEY S/D P.I.D. NO. 020--424--35 1250 GAL SEPTIC 104.3' TANK CO1 C03 C01 = 106.4'[ C03 = 106.3' A B FCO 157.0' 151.0' ST1 61.0' 54.0' ST2 55.0' 50.0' DBL1 52.5' 48.5' DBL2 52.0' 48.0' FS 58.0' 58.0' CO1 55.0' 66.0' ,,4T1 54.5' 65.5' C02 46.5' 60.0' MT2 45.0' 58.5' CO5 58.0' 40.0' C04 25.0' 26.5' C05 62.5' 55.0' CO6 65.5' 55.5' COZ C04 MT1 N NMT2 , ~FINAL GRADE I[ [[ ~C02 = 104.4, ~ ~ ~ ~ 104.6 .... ~2" INSULATION ~ C01 -- 103 ?' , LJ., ,co : lo .o, A WATER FOUND @ 95.9' 89.9' B.O.H. MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Oct 26, 1999 Expiration Date: Oct 25, 2000 Permit Number: SW990402 Legal Description: PARADISE VALLEY BLK 1 LT 15 Design Engineer: 0003 S & S Engineering Owner Name: Kim Dodge Owner Address: PO BOX 111944 ANCHORAGE , AK 99511-'i944 Parcel ID: 020-424-35 Site Address: Lot Size: 38085 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction most be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AACS0 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. FromOctober 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Date: Date: /0- ROBERT C, COWAN, P.E. October 21, 1999 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOWTEST MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Lot 15, Block 1, Paradise Valley Subdivision It is requested that you issue a permit to upgrade the existing septic system for a four bedroom dwelling. A test hole was excavated and a percolation test was performed in the area of the proposed upgrade. The approximate location ofthe test hole is located on the attached site plan. At the time of excavation 10/15/99, no ground water was encountered in the test hole. After seven day ground water monitoring the monitoring tube was found to be dry. Attached is the proposed upgrade desigm We do not anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic system. If you require additional information, please contact us. Omen Sincerely~ Ij ,ober/¢C. Cowan, P.E. STRUCTURAL& MECHANICAL INSPECTIONS RECEIVED OCT 2 1 1999 MUNICIPALII'¥ OF ANCHORAGe' ENVIRONMENTAL SERVICES DIVISION 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER. ALASKA 99577 ~- 40' DESIGN SITE-PLAN TRENCHES J V k / / I , oc~ PERFORMED FOR: I~-.~ ~v~ LEGAL DESCRIPTION: ~L 0 '~' Municipality of Anchorage. DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST "~,'~k. c~ ~88o] Township, Range, Section: 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O Depth to Water After Monitoring? SLOPE SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop ~,~ / ~,,~,~ o .~ ~, '/,~ - 90 u" PERCOLATION RATE O (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN "~ FT AND jt~ FT COMMENTS PERFORMED BY: i/-034 Eagle l~iver Loop t~oad No. 204 ACCORDANCE W~IJo-J~TLA~b~IV~PAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) ENGINEERING STUDIES AND REPORTS SOILTEST ROBERT C. COWAN, P.E. CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 15, Block 1, Paradise Valley October 19, 1999 GENERAL: The scope of this project includes the installation of a 1250 gallon septic tank and leachfield trench to upgrade the existing three bedroom house located on the referenced property to a four bedroom house. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 17034 NORTH EAGLE RIVER LOOP · SUITE 204 " EAGLE RIVER, ALASKA 99577 Page 2~ Lot 15, Block 1, Paradise Valley October 19, 1999 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Septic tanks installed with less than 4 ft. of cover shall be insulated. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope 'exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed-up) before gravel (sewer rock) placement. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. Page 3' Lot 15, Block 1, Paradise Valley October 19, 1999 MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: T.vpe of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current MOA or ADEC requirements, which ever requirement applies. INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: p~g~ 4 Lot 15, Block 1, Paradise Valley October 19, 1999 The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre- construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached MOA permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER Kim A.Dodge P.O. Box 111944 Anchorage, Alaska 99511-1944 June 19, 2000 Municipality of Anchorage Department of Health and Human Services On-Site Service Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Attn: Daniel Roth Subject: PermitNumbm': SW990402 Parcel~: 020-424-35 Y~gal D~scription: P~ISE V~LEY BLK 1 LT 15 Design Engineer: 0003 S & S Engineering Owner Name: ~m Dodg~ Owner Address: P.O. Box 111944 ~ohorag~, ~ 99511-1944 This letter is to inform you that I will be installing the on-site wastewater disposal system upgrade for my residence at 18745 Denmark Circle, Anchorage, AK 99516. The work will be performed using a backhoe. The work will be inspected by the design engineer, Robert Cowan of S & S Engineering. Sincerely yours, Klm A. Dodge cc: Robert Cowan, S & S Engineering MUNICIPALITY OF ANCHORAGE .) DEPARTMENT OF HEALTH & ENVIRON~qENTAL 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 I E~'~ ~w LEGAL DESCRIPTION LOCATION ~ ~ ( ~~S' ~/~ NO. OF BEDROOMS U~ DISTANCE TO: JWeU /00( Abs°rpti°narea 'Dwelling [ PERMITNO. ~ Manufacturer , No, of compartments ~ ~ Liq, capacity n gallons Inside length Width ~ ~O I F HOMEMADE: Liquid depth ~ ~ DISTANCE TO: Well Dwelling PERMIT NO, ~ Manufacturer Material Liquid capacity in gallons ~ Well Foundation , Nearest lot line PERMITNO. ~ ~ ~ DISTANCE TO: ~( ~' ~ /O / - Trench widt~ ~ inches Distance between lines ~ ~ ~ No. of lines Length of each line (, Total length of line~,~ ( ~ Width Depth PERMIT NO. ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area ~ Well DISTANCE TO: Building foundation Nearest lot line Cla~ , ~ ~ Depth ~ ~(~ Driller Distance to lot line PERMIT N~ ~ DISTANCE TO: Building foundation Sewer line ~7~/ Septic tank O°~ Absorption area(s) OTHER PIPE MATERIALS ~ ~ ~ )~([ 80IL TEST RATIN~ .~ - REMARKS APPROVED DATE LEGAL 72-013 (Rev, 3/78) ~ ~ F'EF'MT'T' NO. DEPF!f~TMEF,FI" ~[~. HEF!LTH FIND ENVI F!ONMENTRL .~O'TEOT I ON HFtF:;I?tUH NUME~ER OF E:EE:,ROCd"IE.: = 3: SOIL F m"[N'3 (s:,:! F'T,...'E~E:',= :1.I. 5 THE [E:F':~JIRED SIZE OF THE S3]'L F~E:SORP'TZON S~/STEM IS- THE LENGTH D!MEN'::'['iN tS THE LENGTH <]:N FEET::, OF THE TRENCH OR [:,F~RINFIELD. THE DEPTH OF' FI TtRENCH OF4: PIT tS THE D ISTRHCE BETNEEN THE SURFFiCE OF THE GF:OUND ~:,~tF THP' E:CT'F"H OF THE E;,.:CRVRT]: 3H (IN FEET THERE I': NO SET FI"D'TH F:OR ] ......... '- .... F. ENL. HE..:,. THE .... .., .... ~ . · .~.~, ~... DEF'TH IS ~HE t"IINIMLtM [:,EP]"M OF GRFfVEL. BETk!EEN THE O TF'F%.L F I, FIND l"HE BOTT ':.',i OF THE EY: 7 R',,,'F.T Z ON ,' :r N F'EET >. PE[~:tr'i Z T RF'F'L I C FiNT k!f~:E THE: f~:E:SF'ONS Z E: t L Z "[".? ]"O Z htFOF~:M TH Z :~ E:,EF'F!E:TME:NT [:,[.!R I t'.,IG THE Z~., ~1'1::tt F:'T'ION I',,biF'FF':T'Z 3NS CF "~ ~ ' ......... H, ,~ t4E L'.~ FID.~CENT t"F~ THIS F'[~:OF'EF~T? fiND THE NLt¥.EEK: OF RES!DENCE:S 'THFIT THE: NELL BF1Ck::FIM_ZNG FF Fq'..h.' :'::";'¢STElt F.U:TH* ..T F'ZI'.,IF~ ZN'_:;PECTZO!'.,! F!t'.,fC, FIF:'PRC¢,,,'FIL. B'¢ T'HiS DEF'FiF.:TMENT i.,.!ILL E'F'' .... ' ..... " ...... :, tE,..TEL. I TO F'F:O:~ E 7 _ T I :: N. h' 1"~ 'rb, .. ..... ~ ....... DiSTFiF,iC:E' BETNEEN Fl I.JEi FIND FIN'./ Fq'F-':"T~- SENFIGE F.:'ZSPOSPiL '-'"'""~"-~1 :iJ~!:: FEET FOR ;R F'P-"IVC'"E HELL OF: ::t.~C~ '~,'~ ;2~.3E~ FE:ET' F~:OM R PLBLZ': NELL [.':'EF'ENDIN(] .F'"'P.,i THE T't'F'E OF PUEJLt'3 14ELL '"Ii'.,!Zl"lLh'l DiS'TFiI'.~.CE F:'~?'"M Fi F:'P. IVFiTE: !,.!F'I TO F~ c--,,... - '=:' J~'F" :;:,~:~: - .. r~. .~ ', h,T[:. L'[NF IS FEET FIN[) 3Tf-..ETF: E E ii;] .. t' IREF E~' "/S MFt? F!F'F'L.'¢. SPEC I F I ".' .:IT I Z i'-,!'..-]; FtlqC, C:Oi',!S"FF~tUC:T ]: O!",! t) I F!CiF.:.Ftt'"tS F!F.:E F1VF! I LI::~E~L.E "FO l N.';2. PE F:'F~tOF'E'I:~: ]' i'.,!STFILLF~T :.: ::..g. ! C:ERT t F'¢ · _t: t !:a!"'i FF, I','. :F L I RR ~..! t -H THE RE :)L I REI"!EN-':::2 F'OF: "~ "-,-.'E :.' 'TE SEt.,.tEK:S Ftt'.,,D f4E__'.~ RS SET FORTH F',¢ THE ',t ,. '[ "' l F' :Il T 1"'¢ OF ;:). 'r t.,.ItLL i,t,:'T~:d THE '-~-":;TF',' lt",i :iCCC~'F,Fatq"3E 14'(TP. 'T'Hr:' C:ODE'5 ~]: ' ]: ~ !FJE,F:;?':;T¢~ "I[' 'T'PlFIT THE * ~ "" "T¢" - , .......... U,v-.:::,....,.:. SE!4EF: :, :, El! E:ES!E:,ENE:E ]:S FEh'C[',E_ED TO Ih,Z,.. JCE MORE THF!N S BEDROOMS. ~h,_.H .....I]EN~ IF 'THE FIPF' l '"FP. T k:lM May 17, 1978 #77308 Kim Dodge BOX 4169 Anchorage, Alaska 99509 St%bJect: Permit Expiration A permit issued by this department for well and/or on-site sewer installation on Lot 15 Block 1 ParadiSe Valley Subdivision has expired since the issue date exceeds one(l) year. In the event you still plan to install the well and/or on- site sewer system, a new Permit is required. The original soil test ~ay be used to obtain a current pe~nit. If the well has been drilled, a well log should be sent to this department to document the installation date. If you have any questions regarding the above matter, please contact this office ~mediately at 264-4720. S~ncerely, Les N. Buchholz, R.S. Senior Environmental Specialist m~B/ljh PERHIT NO. [)EPF:IRTMENT ~' I..tE:RI.2rH FII'.,II) Et'-,I',,,' I F.:ONMEI'.,t]"FtL,. OTE)J]:T I ON ,:,':,Pi ~ STREET., FII",!CHCJF.:FIC-iE., RI':::. :..:..L ;2: 7' 9 - 2:..' 5 ::L ::L LEI:3FIL. K I M I}O[:,(:~iE ~ E !....I' II tHRI.... C I RCL. E LJ ..... B::L F'F~RFI[:, I'.:2;[.:.': VFIL. LEh.' "I"'¢F'E OF :SCi I L ' ........... '" ....... I S HE, :,C F.E, I ]. _ i'., '.'S'¢S]"EH ' 'I"RENC H MRXIi"'tL.IH i",tUI"IE:IEI~: OF BE].')ROOM'.2; = '2: .::.,z,~..: .... :'.S C,!U RI;::E I:ZEET 'THE REC:!U I F.:E[:, S; :[ ZE OF' THE S;O I I... FIBE;ORF"T' i ON :~;'-¢5;'TEM I :E;: ]"FIE LENGTH DII"'IE:NSI'ON :l:S THE LENGTH ,:.'IN FEET) OF THE TRENCH OR DRRINFIEL. D. THE [:'EPTH OF:' FI TRENCH OFt PIT IS; "['Fa[:_' DISTF:tNCE: BETWEEN THE SUI::~:F:F. IC:E OF' THE C:iF.:OI..IN[':, FIND THIE B(3]"]"OH OF ]"HE E',qCF':I',,,'FITION ,:.'IN FEET). ]"HERE I::S NO SET 1.4I[:,TH FOR TRENCHES. THE Gi'~:F~',,,'EL DEPTH .'t.'S TItlE MIIqIHUM [:,EPTH OF' GRFIVEL BE]"t.,.IE[I'.,I THE OIJ"f'FFIL..L F'IF'E FIN[:, THE BO]"]"OPI OF THE EXC:Ft',,,'FI]"ION ,::IN FE:E]"). I"'l ]: N I HUH I} :[ 5;"t"FINCE F..':ETP.IEEN FI P.IELL_ RN[:, FIl",l"r' Oi"J'-S I TE :,ELIM .......... .~E'" [:' I :SF'OLr, Ftl._ :.S'¢:STEM I :.'S J..~2: FEE]" FCF:' . -P..I,HTE I.,.tELL. OF.: 2EtEi I::EET FOR FI F'LEL. IC t.,.IEL. I._ MEt....L LOG'::;... FIF.':E F.:EI;:it..I. I RE[:, FINE:, Mt..IS;T BE RETL F.'NE[:,... TO T'HE [.',EF'" "'P F.'.' Fi'IE.I'.,I' ..... ] I.,.I I ]"H I N .".!~:EI [:,Fl"r'S OF THE I,.IELL COHF'L..ETION. :F;F'EC: I F I CFI]"I Ot'.,fL:::; FIN[:, C:ON':. 'T'RLtC'T' I O1'.,I [) ]: F:l SE'F:IM':-.:._ FIRE H,"' ,'PI .......... :1: LME L.E 'TO I N:E;UF.:E F'ROPER I NS;"f'F~L L..I:~'T' I ON. I CERTIF'¢ THR]" J..: I Rr,'l F'RHIL. IF~F;..: WI]"H THE RE6!UIREMENTS FOR ON-::SITE :~{,EWEI:;.:S RND I.,IELL. S R':S SET FORTH B"r' THE MLtNIC;IPREI'T"¢ OF' RNCHORRGE. 2: t I.,.IZLL. i'NS;TRLL "I"HE S;'¢S'T'EM IN RCCOR[:'RNC:E 1.4tTH THE COt}ES. ii:: i UNDEFi:STF:IN[:, THFIT THE ON-:SITE S;ENER L::;?:i~;TEH HF'¢'r' RE~';!UIRE ENL. RRGEMENT IF' THE RESI[.':'EI",ICE IS REt'lODELE[:, TO INCLUDE MORE THBN 2!: BE[)ROOMS. S; I GNED: i [ ";' ':' ... I ::Ftt'.,tT K :[ M [: OC GE May 12, 1977 R&M No. 751115 Kim Dodge Box 4169 Anchorage, Alaska 99507 Subject: Soil Investigation for Sanitary Sewer System, Lot 15, Block 1, Paradise Valley Subdivision, Anchorage, Alaska~' Dear Mr. Dodge: At your request of May 6, 1977, we conducted a subsurface soils investiga- tion 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 Protec- tion. Th~s investigation which was accomplished on May 10, 1977, consisted of a test hole drilled to a depth of 19.5 feet below the existing ground surface. The location of the test hole is shown in attached Drawing A-01. Drilling took place with a rotary drill rig using continuous-flight solid-stem auger with an outside diameter of 6 inches. A sample was taken at the depth shown on the soils log ~n attached Drawing A-01. This will be held in storage at our lab for approximately six months. In addition, all material brought to the surface by the augers was continously monitored by an experienced engineering geologist. The topography at the drilling site is generally gently-sloping to the West. At the time of the investigation the site had orlginal vegetation and ground cover. 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. Groundwater was not encountered in the test hole while drilling. Bedro~a~--not encountered. Subsurface conditions may vary in other parts of the lot. Because of the abrupt soil change found at 8.0 feet in the first test hole, a second test hole was drilled five feet to the West to a depth of 7 feet and a percolation test was performed within the bore hole at the depth shown in the attached Table 1. The second test hole was checked visually to assure that the soils were essentially the same as those in the first hole. No graphic log is provided for the second hole. All depths 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 3.24 minutes per inch. VALDEZ WA$1LLA May 12, 1977 Kim Dodge Page -2- We appreciate this opportunity to be of service to you. Please contact us if you have any questions concerning this letter. Very truly yours, R & M CONSULTANTS, INC. Jeffrey M. Ayres Staff Geologist Jim McCaslin Brown, Ph.D. Head, Earth Science Department JMA: JMB: gld Attachments: Drawings A-01, B-01, B-02, Table 1 XC: Dept. of Health & Environmental Protection PERCOLATION TEST Kim Dodge TH 1 5/11/77 R & M No. 751115 TIME ELAPSED TIME INCHES DROP IN INCHES 2:00 3:00 0 1 2 3 4 5 6 7 8 9 10 15 20 25 30 40 5O 60 6.5 8.0 9.0 10.0 11.0 11.5 12.0 12.75 13.25 13.75 14.0 16.5 18.0 19.5 20.5 22.0 23.5 25.0 1.5 1.0 1.0 1.0 0.5 0.5 0.75 0.5 0.5 0.25 2.5 1.5 1.5 1.0 1.5 1.5 1.5 18.5 inches total drop 3.24 min/inch LOCATION SKETCH 30' 80' ~ TH-1 Not To Scale Distances shown are approximate and have not been measured by surveying methods. LOG OF TEST HOLE NO. 1 Scale: 1"=3' ORGANIC SANDY SILT Dark Brown 0.0 GRAVELLY SAND W/SOME SILT Brown, Slightly Moist, Medium Dense 1.5 --5.0 SANDY GRAVEL W/SOME SILT Brown, Slightly Moist, Dense SANDY SILT Brown, Wet, Soft ® SANDY GRAVEL W/SO~ SILT Brown, Slightly Moist, Dense ]5.5 SANDY GRAVEL W/TRACE SILT Brown, Slightly Moist, Dense Groundwater was not encountered. This log depicts subsurface soils ~ observed within the test hole at th, is location shown. See Drawings B-01 and B-02 for explanation of symbols. CKD: JMA' . J II ~.,&~..M..C..Oo,N,,S. ULTANTS, INC. CALE: see abov~ LOCATION SKETCH AND TEST HOLE LOG KIM DODGE IIF'8' GRID: //PROJ. NO 751115 JLDWG. O. ,-Ol