HomeMy WebLinkAboutOUR MOUNTAIN BLK 2 LT 2 3/16A42,$ Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 1 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP231296 PID Number: 051-111-64 Dwelling: A-1 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New❑ Upgrade Name Roger H Gonya ABSORPTION FIELD ❑ Deep Trench 9 Wide Trench ❑Bed ❑Mound Site Address 20706 Edward Circle Chugiak, AK ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 1.2 GPD/SFJ 6.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.0 Ft. Gravel depth beneath pipe 3 Ft. Subdivision Block Lot Our Mountain 2 2 Fill added above original grade See Record Drawing Ft. Gravel length 2@30 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines n/a Distance between lines n/a Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 517 Ft2 2 7.9 Ft. Well 100'+ 100'+ NA NA 25'+ TANK N Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Greer Capacity 1250 Gal. Surface Water 100'+ 100'+ NA NA Material HDPE Number of compartments 2 Lot Line 10'+ 10'+ NA NA NA Foundation 10'+ 10'+ NA NA LIFT STATION Manufacturer Capacity Gal. Remarks Alarm location Electrical installed by PIPE MATERIAL House to tank Tank to 3034 drainfield Installer Dean Construction & Development Drainfield 3034 Co/MT3034 Inspector PES BENCH MARK (Assumed elevation) 91.5 ft Inspectiones: 1s' 10/02/23 2�d 10/03/23 Location and description 3`d 10/03/23 41h 10/05/23 Manhole Lid ON -SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp QF A[ Conditional Approval: Date ..'� t O '�*�49 TH10 ---------- — ------------ — -- Steven R. 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BLOC K 2 Taylor L. Dosch No. 189892 R E GISTEREDPROFESSIO N A L L A N D S U R VEYOR MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP231296 Work Type: Septic Upgrade Tax Code Number: 05111164000 Site Legal Address: OUR MOUNTAIN BLK 2 LT 2 G:1361 Site Mailing Address: 20707 Edward CIR, Chugiak Owner: GONYA ROGER H Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft Total Bedrooms: 1»cnt s. o U f� 1 f Department 9/19/2023 9/18/2024 43887 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: 1 S Suij,o r s Issued By: Vln/ Date: Date: 9 19 '2✓ z 4 MUNICIPALITY OF ANCHORAGE Community Development Department - Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 051-111-64 Property owner(s) Roger Gonya Mailing address 20706 Edward Circle, Chugiak, AK 99517 Day phone Site address 20706 Edward Circle Legal description (Sub'd., Block & Lot) Our Mountain, Block 2, Lot 2 Legal description (Township, Range & Section) Lot Size 43,$$7 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) ❑ (w/wo ADU) Septic Tank ❑X Upgrade Duplex ElHolding (D) Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: S9 !�_ Waiver Fees: Date of Payment: 9 / S 'ZO T Date of Payment: Receipt Number: Q Y-_� 6 () Receipt Number: Permit No. 05 P 2 3 7 Z 9 b Waiver No. Permit App__- : ,...:c Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E‐mail: steve@panengak.com Mailing: P.O.Box 1807, Palmer, AK 99645 Telephone: (907) 745‐8200   FAX: (907) 745‐8201 30 August 2023 Municipality of Anchorage Development Services Department On‐Site Water & Wastewater Program 4700 Elmore Road P. O. Box 196650 Anchorage, Alaska 99519 Subject:   Our Mountain, Block 2, Lot 2          Septic System Upgrade Permit Request This is a design narrative for a permit to install a septic system upgrade on the subject property. The proposed upgrade will serve an existing four‐bedroom (4) house. This lot and surrounding lots are served by private wells. Required separation distances to all surrounding wells and septics will be met. 1. Soils: A test hole was performed on this lot by Pannone Engineering Services, LLC on 8/16/2023. Groundwater was not observed during the excavation of the test hole, and bedrock was not encountered. Groundwater was observed in the test hole monitor tube after 7‐days at a depth of twelve (12) feet. Based on the results of the percolation test and overall soils appearance an application rate of 1.2 gpd/SF was used for the design of a conventional wastewater treatment system in the area of the test hole. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. 4. Topography: See attached site plan for area topography. There are no slopes exceeding 25% less than 50ft from the proposed drain field. 5. Drawing Markings: The Drawings are marked “For MOA Review Only”. When written notification that the review is complete and no further comments are received from MoA On‐Site Department, the note will be removed and “For Construction” drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. If you have any questions or concerns, please contact me at (907) 745‐8200. Sincerely, Steven R. Pannone, P.E. F. ASCE Owner/Civil Engineer Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231296, Curtis Townsend, 09/19/23 FOR CONSTRUCTION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231296, Curtis Townsend, 09/19/23 FOR CONSTRUCTION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231296, Curtis Townsend, 09/19/23 FOR CONSTRUCTION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231296, Curtis Townsend, 09/19/23 CH U G A C H S T A T E P A R K ED W A R D C I R C L E OUR M O U N T I A N S U B D . BLOC K 2 Taylor L. Dosch No. 189892 R E GISTEREDPROFESSIO N A L L A N D S URVEYOR LOCATION ~/ ~ ~ ~' Well '= , . ~ Absorption area// _ /p~ST*~C~ TO: /¢ % ' ~ ¢ '~ ~ ]Manufactuler ~' / -~ ~ ~ lLiq capered gaHonsl I Inside length '-~~ l '~ HOM~D~: I ' __ i ' ~ ~f Cie to fi,~h la~ ~ / ~Fe~ial betpt~ t ~ ~Typeofc,'ib Cribdiametm XJ /~ Cribdepth ~ [ Well ' ' Building foundation ~'- I DISTAN~ TO: ~_~ U~STANC~ TO: ~u,d~,~F~G~ S.~r ~i~ ........ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEAl.TH & ENVIRONMEWIAI_ PROTECTION ENVIRQNMENTAI. ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 QN-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NO. OF BEDROOMS¢ PEP~IT NQ. No. of ~.~artments I_iquid depth PERMIT NO. Liquid capacity in gallons T~ ench~.~dth ~6') inci~es ( "'Cinches PERMIT NO. Tota} effective absorption area Nearest lot line Distance to lot line Septic tank PERMIT NO. Absorption a~ea(s) OTHER PIPE MATERIALS SOIL TEST RATIN~ t APP ED/ ~z~,' "[ F!!ii!: L..Eh!GTH E:, ]: Hiii:N:E; ]: Ol"! ;[ ;~i; 'FHE L...E:N(!i'FH ,:: ): N F'E:ET ::, EH:: 'I"H!!:E "f'F:!XI'.,IC:H OF: 'THE [)EI::'T'H OF' f:l 'FF;:ENE:F! OF~: F':[T :[:5 THE: 1:::, ]: :5'TFIhHZ:::E: E'.E:TNEIEN THE: :E;t...If~:I::;'F~I:;:E i}]j:,]][)l...[~'.:[[) F:iI',I[) THE: E:Ci'T"FCI!"! OF THE: E;:':;C:F~:v'FIT:EEH',[ (]:~",t '[ HE:F:E ]; :El h.!O SET I.,.i ;l; E:,'FH F'CtF: TF;;:ENCHE%. 'THE: GF;~:F!',/E;L E:,EF'TH Z S THE: H]:N]:r,'ILIH DEF'TH OF' (;~i~(:l:::!',,,'EZ[.. E;ETHE:EN THE: CtU"F/:XI:::!L..L i:::ll",t[) "!"t*JE; (~:!Zl"f'7'!;)i'"j i;)~:: "r'~4E E;:.:;C:FP,/FIT ;[ ON ,:] ]: i",! FEET I ,...f,d .... I F!F::'F'!.... :[ C:F:II',t'T' M!::r:'!; THE: :~'I~::":: i.::, ~ i",t'q "E Z I ')' 'T".,-' TO "I'.,tFVH4'H "l'f.i '[ :5 E:,EF:'FIFi:TI'"!EN'!~ [)!...IF;: :1: NG ]:N:E;T!';:IL. 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L.OEi:i'}; F!~;dE !;;:E:)Z/!U:[[;::Ii~:~[)FIND h'IU!F.;T E',E F:ETUF;:f",tE:D 'T'FI THE: O t::' TH !!!: I.,.! E !...I ... C !:3 r"! F'[. E T ]; El N. OTF:EF;i: Fi:E(;:!tJ ;:; REHE:NT:~!; l-,!F¢./ F::IF'P:.."r' :!i;F'E:C: ;f. !::' :1; CI:::IT ]; !:)N:i~; FINE:, C:C!N:ii;T::';:UC":' F:i',,,'FI);L!:::IE',L.tiE-i"C! ;[l",!:!;I..h~;i:!~; t:::'F;:OF'E::-:;: ;( C:EF:'T' :E F:¥ 'T'I"ff::tT :L: ;[ FtM F'Ffl"I :i; I... ].' FiR N.(TH "i"HE; !;i:E(;!U];F:EHENT:!i~; I:::'O1",i: Cd',l-':ii:;];Tl'~; :ii!;EHlii!:F:~{i; FIND F'Eq:;~:TH E',"r' THE HLIN :[ C: :[ F'FIL. :[ '!"'¢ OF' 9: ;i: i'i ;i: L.L ]; N'E;TFIL L 'FFiE ?T'?r'~:xi ]: H F!CCOR[::,FiNE:E !,!): 'i"~"I THE ::~:: ] UI'.,iE)E;F:~E;TF~N[)"f'i'.'!FfT THE ON.....:~;]:TE: :~;EHE:I:;~: ?~;"r':5'TE:H !'"]l:::~"" I;;:EX;:HJ~:I:;~:E ENL. F:!F:EiEMENT F:ES;[P,E;NC:E ];:5 i;?EMO!)E:LEX::, ]"C~ ;[r,!c!...LIDE r"!OF~:E: 'T'H!:~N 4. BEBF:OOH'5. ][ ~St~;L~E[) P'.,-' ~- -'~ '- ~. 'T'r~' .......................... .................................. U ............................. ' .................... ..................... January 4, 1982 Roger H. Gonya P.O. Box 631 Chugiak, AK 99567 Permit {} 8110969 Subject: L2 B2 Our Mountain S/D A permit issued by this department for a well and/or sewer system has expired as of December 31, ].981. Permihs 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 senh to this department ho document the installation date. If an engineer inspected the installation of the on-site sewer system, please have them send us the as-builts for our files. If there are any further questions, please call this office at 264-4720. Sincerely, Sewer and Wa%er Program Enclosure: Copy of Permit I:i~F~:~:li...ll'.,l[::, FIND TF'E::i E:~:}TT(]ff"I CtF THE: E';.:;E:FIVFIT:[CIN !HEiF;:!i!il ]:;~i: NO SET H]:[:,'T'H FOA 'T'!~'.[.~:NC:HES. ]HE: Ii:~t'~'.FI'v'F="L D!EP'T'H iI:'.!~; "FHE: M]:N;[i'"!UI~'! DEPTH R?',!!i) 'T'?"!EF; E:CF!'TCIh! OF THE E::.:',C:Fffv'I:::FF i1: Eib} ( 1' I",l FEET ,~::' ::: f,i't',l ]Z T F!P!:::' _ ]Z ]::F:INT I,,,,.::.'j:i 'THE: !i?.I~SPOI'.,!S ii: t3 :[ i... ]: T"~" TO i1:h!l='CIl:;i:i"1 ]'H :[ !:~; [:,EF'F!Fi]"HE:h!"t .... f.i~;:, ]Z l'.,!(Z~i Y,-d=. ]:i'.t'.::"r'Fl.., t::T!'"i'. ]I:I'.!L=F.:PEC:T'I]Cff.,I'::; CIF' AI',,I¥ HfELJ,,..S .:::ltJ)..?F!l'J':[:i'i'.,l'l" 'T'(',J 'FH:!:S F:'F~?71F'EF.'.T¥ l:;!~-'rl[) ','!~iil !",!I...!h!E?,Ei!:;i: OF !:;L~:~i'E:]]I.]:I!i:.:]blE:E'.L:: THF!T THE HI!~:I..t... !"!]]I,.L SE'FiI¥I]i~] i"! :! i'.,! ]: f"! LI!"! I:) ]: S"I"FII',IC:E F:'I];:!~/!"F'OI:~: FI T'¥PE ...... E. I.,.IEI. I: 'T'I:" I:::! F'I:;~I ]: ',,,'F! '!-F:' h'!LIh'! E:, i[ '~?l"i:~l'-,ll2:E: F~;~:C!!'"I F! F:'F:; ]i ' "'r ' . ............. '": f'lhlh'lt ~:I!:)i:...i[FLF]ii"iEI'.,I"I"S MF:I¥ !::!I::'PL¥. f..F:ll=~:!...!i~: TO i[ i'.,1SI...I!::::E PF,]?:]fie::'EF: :[ I'.,I'.!?FFII...L. FF'F :11 .. I'.,! ::L: ]: f::ff,1 i='I'::I!',!:[L.]:F!I:;i: I,.1]]"1'!.! F:'O!?.'i"I..! E:'.F THE MLI?.,I :[ E: .t: I'::'AL. :{ T'.r' OF I::Ii'.,IC;HC~F~:F'IC'i~:. ;2; i1: !,.t ]i L_L :!; N;ii;T!:::ILL. "FI-I!!: :~:; ]!: LIi'.~IDE:F~::ii?T'I::IN!) I-HI=iT F:!E:i]; ]: !]:,l~ii:l'.,!C:!~]-] :1: % ';;i'..[~?'!(:E:,!L.(L_!::D T ................ ~T ': ~2'""" ¥ ¥'. '" , .............................. I./~ t'.,! T !;;;'. (]~ (ii El:;;'. !"t. 'l~ ?.i]~ I..I !i:jl [::, Iii 'i"_ .......... "F; "".~::' 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264.-4111 G£ORGE M. SULLIVAN, MA YOR DEPARqMENTOF IlEAl_TH AN() ENVIRONMENTAL PFIOTECTION December 31, 1980 Roger H. Gonya Post Office Box 631 Chugiak, Alaska 99567 Permit ~ 800040 Subject: Lot 2 Block 2 Our Mountain Subdivision A permit issued by this department for well and/or sewer system has expired as of this date. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal Ordinance. If you have drill, ed the well, a well log should be sent to this department to document the installation date. If an engineer inspected the installation of the on-site sewer system, please have them send us the as-builts for our files. If there are any further questions, please call this office at 264-4720. Sincerely, / / /~ Senior Environmental ~cialist LNB/ljw enc: Copy of Permit SWP/057 PERMIT NO. APPLICANT ROGER H. GONYA P.O. BOX 6~2L C:FIL.IGIP]K AK LOCATION EDWARD CIRCLE LEGAL LO~,,' BLOCK 2. OUR MTN. SUB ~ LOT blZE T"r'PE OF SOIL ABSORPTION S~'STEM IS: TRENCH 688-"2~!25 4~560 SQUARE FEET I"IR~.~Ii'dUM NUHBER OF BEDROOMS = S': SOIL RfZtTING (SQ FT/BR)= :1.50 ]'HE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: ti':-, E: P -r I:; = ::IL ;~ L IS-] I'-,! Ci 1' H = 2].r' -r4. FEi F.~ R THE LENGTH DIMENC;ION IS THEE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GF.'.OUND AND THE BOTTOM GF TI*IS EXCFI',,,'RTION (IN FEET). THERE IS NO SET NIB'TH FOR TRENCHES, ]''HE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OLITFFIL. L F'IPE FIND TFIE BOTTOM OF' THE EXCAVATION ,.'.IN FEET). RE[:. ~'S.;EPT I C T'I-]I'..,II.<: .~ I ZE= F:'EF,'.MIT RPPLIC:ANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO TI*IlS PROPERT'¢ AND THE [,lUMBER OF' RESIDENCES; THAT THE WELL WILL SERVE. 'THI3 ,:: 2 ]) I ~"-,I_~;.PEE:T I C~i'-,IS; FIIRIr£ REr_-':!L! I E:E[: BRC:KFILLING OF ANY SgSTEM WITHOUT FINAL INSPECTION FIND APPROVAL 8'¢ ]'HIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 200 FEET FOR R PRIVATE WELL OR 250 TO 200 FEET FROM R PUBLIC NELL DEF'ENDING LIPON THE TYPE OF PUBLIC WELL NELL LOGS hqRE REQLIIRED AND MtJST E:E RETURNED TO THE DEPARTMENT WITHIN .'~-0 OF THE WELL COMPLETION. OTHER REQUIF.'.EMENTS MAY FIPPLY. SF'ECIFICRTIONS AND CONSTRUCTION DIAGRAMS ARE FtVFIILABLE TO INSURE PROPER INSTALLATION. I CERTIF'? THAT Lt.: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE: SEWERS AND WELLS RS SE'F FORTH B'¢ THE MUNICIPRLIT'¢ OF RNCHORRGE. 2: I WILL INSTALL TFIE SYSTEM IN RCCOR[:,ANCE WITH 'THE CODE5';. :.~:: I UNDERSTFIN[:, THFIT THE ON-.SITE SEWER S"r'STEM MR'¢ REQUIRE ENLARGEMENT IF THE RESI[:'ENCE IS F.:EMODELED TO INCLUDE MORE TFIRN ~ BEDROOMS. AF'F'L I'~:ANT ROUER Fl. GL;N¥~J' M~nicipality of ~nchorag~ Planning 630 ~st 5th Ave. Anchorage, Alaska 99501 ~t~LLA~ ~4GINEEP~7{G CO. 4839 Tsz.~pa Circle And]orage, Alaska 99504 August ']th, 1976 Attn: 'And~orage Platting Authority Subject: Soils Evaluation and related Items - C~dr }bun~Ju% Subd/%~sion, A resubd/vision of Tracts 5A & 5B, ~%ley Subdivision, 5th A4dition and Tracts 2, 3, & 4, hhaley Subdivision, 3rd Add'n. 5he follcwing Lnfor~aticn conoez~hng the soils c~nditions for the pro~uos~l Our Mountain Subdivision lcceted near Peter's Ca~ek in C~ragiak, is sub- mitted to satisfy hkm/cipal and State r~.~irerm~nt_~. 'Past Hole logs, soils analyses and project location maps follow the text. Site Location and Description: 5he approxir~.taly 43.8 acre parcel of ~to be s~iv~-i~ lccated three-fo~m~hs of a mile east of the Glenn Higt~ay ne~ Peter's Creek in Cauc~ak, j~st east of SP~i Poad.~e property is overg_rc.~ wit~ small birch on t/~e a]~as previo~sly cleared for homesteading and latter birch, spruce, ~lders and cotom~v~od in most other areas. 'Ihe topography is varied due. to uiacial and ld.v~r deposits, but is generei[ly sloping to the ~est, tc~rard ~J]e inlet. There are no adverse grades on the ro~_xts, but tile buil¢ting lots to the south and east of the Et%ward Circle Cul-de-sac are such that will require, steep driveways. ~isting Wells and Subsurface Drain Fields: The l~a~] of e~s~g ~Ils or s~s~fa~ ~-~s~ ~ ~- t~s ~1 ~ sh~ on ~e ~je~ l~a~on ~p. ~le wa~r ~ ~ lo~a~ ~ t~s wells ~m 50 ~ 170 ft. Nei~r~g s~-~sions (not sh~n ~ ~lls of s~cient ca~city ~ s~ly a ~1 ~~. e~s~ of a ~li~ble wa~r so~ Ln ~is ~lo~.c~ p~ s~'~ci~ly ~ s~ta~on officios ~m e~he L~ate ~ust, Pre~o~ c['~.c~ ~d ~riolo~c~ ~stHng of ~st~g water so~ ~ ~ca~ ~at ~g wa~r ~itv s~s~ ~ sa~sfi~. of ~e s~s~fa~ ~s~ f]~l~ ~ ~e'~L~a~ ~cL~%~ ha%m ~c~oned satisf~rily ~ the'k~d of soil t~i~ ~ t~ D~S~ s~sion. ~e s~si~ a~t %~11 ~nt~ p~sion ~ ~ s~t a 1~ of ~y pl~ wells ~ ~y ~ ~ed~ Find E~lo~: ~ J~y 20~ ~ J~y 23~, 1976, 33 ~st holes ~z~ ex~t~~n ~s s~i~sion at l~atio~ ~le~ ~ ~e ~l~t ~d ~g~r. All holes ~ dug ~ a 3/4 yd ~tt ~ ~d o~.[ by ~on~e ~t~n~on ~. A ~ad~m~ ~lo~st l~d each of the t~t holes ~d ~l].~t~ s~les for ~er ~ysis. ~(~ of ~e test holes ~ l~d ~ close ~s ~ss~le to d~s~ sit~, no~]c ~ ~~ and to~jr~l f~t,~s. ~ is ~ t~ s~ci~t ~m ~ ~e s~jc~ ~ac~ ~si~.~d w~ ~ fa~li~ ~d p~d for ~pla~t .- M~g. cipality of ~ orage ~ & 2 ~Fne fhu~fiak is locate] within the Lc~r ~ht~uska Lowland, part of the Cook Inlet Lowland physio%z~4khic suborovino~ that borders Gook Inlet. Firm major Pleistocine Glacial adv~nce~ along the oonsequent or subseq~emt lacustoc/ne and ~luv~al deposits greatly in f]. u~n ced the Present tosogra_~hy of the area. ~ne surficial geologic unit of the site appears to be part of tile Peter's Creek Far, as it worked through the late Pleistccine lateral mDz-aine deposits. ~e till of this deposit is corm~ly sandy and stoney with cobbles and bo~lders co~m3n. Pebbles and s~nd predon~Lnate but silt and rock dust are prese~nt to provide a bh~der ~or some soils. Cobbles and Subsurface (bnditions: The %rround cover over the sit~ generally c~nsists 5~-~s t~ a foot of organic silt filled with z~otso Course sands a~d gravels Lmderlay the surfac~ to a de,ah of 10 to 12 feet. This ].ayer is intezmtDersed %¢ith cob~bles ~and~ s?n~. boulders, n ttuin organic layer (3 in0 was found at a depth of 4 or 3 teen in m~a]y test holes. 2~e entire area is %mderlain Yzith weil crraded gravel occationally laced wid~ silt a~]d sand layers. No gro~d water was encoLmtered in any of the holes except a damp seepage from one of these s&nd layers. Bel~.; 12 feet, more ¢~-nsly packed sand and gravel depo~ sits were encountered but still predominate!y %~11 grade~ and occationaly silty. One test hole that had hiqher silt-sand oDnt~nt was chewed with a percolation test to obi ,ain an actusj. V-d~Ue. for the soil in questi~]. The results of all invest/gations shcwed that even the .~rest soils will s ~upport %rode ~rground waste water disposal facilities° All having pco~r soils were made lar%mr then an acre. and a quainter in ortner to ha~ sufficient z.~om for future zmplacement systen~; should such ever be required. The soil profiles sh~ t2]at ~e entire subdi~sion area is sited on gDod graval, .opt/muTn for seepage pits. The soils %.~re rated accorfL%ng ['o the Unified Soils Classification System were ter~mred by the results of the mechanical analysis, t~e experience of the geolog/st and his observations. ~*~ere dual soils classifications are shown, it is due to the instructions listed in the [hified Soils classification System but in all c~ses a soils tat/rig is given, based on the ~nalyses conduc~ued and the observations ~made. These ratings should be. used for the design of the sL%bsurface disposal facilities by future property owners. Conclusion: The soils underlying tJ~is proposed subdivision will support ~ disposal systems ~nich alto p~operly designed and sized. There is s~fficient room on each of the proposed lots for 8d~tezT~ate disposal areas° ~]e soils a¢~uitable wit~] resrect to f~u, ndation bearing c~mpaci~ for residential~ structure~. The s~ils are generally NFS wituh layers of F-l, and F-3 Soils. , Soils tests were run in t~e ri~ht-of-way for the proposed ].~m~is and all roads vzill be desi~ed and constructed to meet clu.-rent municipal road construction z~uiremants :for the soils encounte _r~¢. ~ data zs necessary. ~ i..~. ~ ~ claz~.fications of these ';o , / /_ ~,~. . . . . . .~, . ..?- .~ f 'C... :'.. .':-':'? Waila - r,y'; ~ ~5°'' F~. cZ1; ) 483q q'At~P/~ C~,CL-D A"qC~4OR~G'E ~3 ~~~ ,~CPLORATION SUPPLY AND EQUIPMENT, INC. 6727 OLD ~EWARD BWY, TEl, An0HORAGE, AI, ASEA 99502 3442589 Drill Shift Report CONTRACTOR ROGt~[< ti GCNYA EDW~t{D CIR. CHUGLAK~ AR DATE--?EPT 20 I 982 ~ ..... WELL DEI?Ttl 128 FkB. T TRAVEL TIME _ STATIC' ~' ~ ~,All~,, 105 FEET BREAKDOWN TIME CASING ~tZE 6 INCH MOVE TIME CHARGEABLE TIME [-- ~ LOCATION FORMATION FOOTAGE TOP 50IL,GRAVEL, BOULDER~ O- 5 ~' ,q ~x~ ~ G[~AYEL, BOULDERS 5 I 1 _~ . ' .... ~ S)ND, CLAY, BOULDE~, G~2JEL O- < '~ BI{O~NJS!LT 28 ~ 62 "~ t~ G~AY 5ILT~, BOULDEtl5 62 ~ 66 ~ GRAVEL, SILT~, CL2Y 68~ 118 -- 5IL~ GRAVEL, WATEE 194~ 1~8 DRILLER. . C~!, F, IVET TOTAL DisLPTH ~28 FEE HELPER. ROger h. 8onya WATER FLOI'~, 20 GAL. ~IN ROCK BITS INSERT BITS MUD USED MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH ]DEPARTMENT OF HF~kLTH AND ENVIRONMENTAL PROTECTION APPLICATION FOR HEAL%H AUTHORITY APPROVAL CEF~rIFICATE 1. General Information Application Date 2-24-84 (a) Legal Description (include lot, block, subdivision, section, township, range) _Lot 2 B10ck_~~d~0_iaLi~.i0n Location (adck~ss or directions) ~?~ w ar d s_C~ r c~Qh ugJd~k_k~>_L~__9_9.5 6 7 (b) Applicants Na~ Ro~er Gon~a Applicants Ad~ess~,Q~ Box 6~1 (c) Applicant is (che~ o~) ~ding Institution ~[ ; ~r~il~r ~'[ ; Burr ~ ; Other ~ (e~lain); (d) ~nding Institution First Nat']. Bank of ~chor,~;~ ~lephom 694~2103 Address Lagle River Branch (e) Real Estate Co. & Agent N/A Address Te le phone 2. T~ of Residence Single-Family ~ Number of Bedrooms 3.~ Other (describe) Note: If comnunity va~ll system, must have v~itten confirmation from the State Department of Environn~ntal Conservation attesting to tlr legality ~.d status. Is the ~11 adec~ate for the number of bedrooms si~ecified in this I-PlA (Y/N) Yes 4. ~posal Onsite nity o di .g Is the wastewater disposal system adequate for the number of l~droc]~s (Y.Aq) New s y ~c-~-- [Page 1 of 2] 2-15-84 5. ~n~ineerin~ Firm Providing. Insi0ecticns, Tests, Data and Information I certify that I have checked, verified, or conformed to all MOA ~IAA Guidelines in effect on the date of this inspectioj~. Nar~ of Firm Entech Engineers, Inc. Telephone 694-~574 Address 13 Leboux, Eagle River, AK 99577 Signed by Vernon L. Roelfs Date March. 8, 1984 6, DH~.E.p Approva]~ Approved for Approved [~ (ENGINEER SEAL) Disapproved [~_-[ Conditional ._~--_~ TeZT~S of Conditional Approval NOTE: Although request was for a three(3) show a__jde~ua~[or a four(.~_)_bedro_om' %he Municipality of Anchorage Departr~nt of Health and Enviro~,~ntal Protection dces not guarantee 'the continued satisfactory ~erfomnance of the water supply and/or the wastewater disposal system. This approval indicates that, as of the validation d~te shown above, l~sed on t~ data and information furnished by an engineer registered in the State of klaska, ~e water supply and %~stewater disposal system is safe and func- tional for the ?mmber of bedrcca~ and type of structure indicated. ( DHEP SEAL) Mail the HAA to the following address: KS2/d5/s [Page 2 of 2] 2-15-84 WELL DATA MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 MUNICIPALITY OF ANCHORAGI~ DEP'r. OF HEALTH & I~NVIRONM~NTAL PROTECTION MAR i RECEIVED' Well Classification $_~ Well Log P~esent (Y/N) Yes Total Depth 128 ft Cased to Static Water I~vel _10~. ft Casing Height Above Ground 12 in Electrical Wiring in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot 1 J 5 ft Date Completed '1 If A, B, c~ C, D.E.C. Approved(Y/N) IN/A 9--~0-82 Yield Depth of Grouting. *2 Pump Set At I Sanitary Seal on Casing (Y/N)Yes Depression ~?ound Wellhead (Y/N)No ; On Adjoining Lots 140 Yes To Nearest Edge of Absorption Field on Lot 150 ft ; On Adjoining Lots To Nearest Public Sewer Line N/A To Nearest Public Sewer Cleanout/Manhole N/A 5'0 Nearest Sewe~ Service Line on Lot Water Sample Collected By Mike Hagan ; Date 2-27-84 Water Sample Test t%esults 0 coliform/100 ml Cc~crents l~roperty has only one (1) occupied adjoining'lot. 150 £t B. SEPTIC/HOLDING TANK DATA Date Installed 9-2_5-82 Size 1250 No. of Ccmpa~tments Standpipes (Y/N) Yes Air-tight Caps (Y/N) Yes Foundation Cleanout (Y/N) Depression over Tank (~/N) No Date Last Pumped N/A,New System .~ Pumping/Maintenance Contract on File (Y/N) N/A _; for_ N/A Holding Tank High-Wate~ Alarm (Y/N) N/A Temporary Holding Tank Permit (Y/N) Separation Distances f~om Septic/Holding Tank: To Water-Supply Well 115 ft To P~operty Line 40 ft To Water Main/Service Line .N/~ Course N/A To Building F(mndation 51.2 ft To Disposal Field 8 ft To Stream, Pond, Lake, o~ Major D~ainage Comments Disposal system lies on approximately 20% gradien~ ~ownward away from house and well. *See attached for responses. [Page 1 of 2] 2-15-84 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed 2-25-82 Width of Field 30 in Square Feet of Absorption A~ea 150 sqft/bdrm Type of System Design Tile trench Length of Field 38 £t Depth of Field 10-12 ft Gravel Bed Thickness 96 in 608 sq ft Standpipes P~esent (Y/N) Yes Depression over Field .(y/N) No Date of Last Adequacy Test ..N~w .qy~.~m Results of Last Adequacy Test New System Separation Distanc~ from Absorption Field: To Water-Supply Well 1~0 ft To P~operty Lir~ 19 £t To Building Foundation 71 £t To Existing or Abandoned System c~ Lot N/A ; On Adjoining Lots 160 £t To Water Main/Service Line N/A To Cutbank(if present) N/A _ To Stream/Pond/Lake/o~ Major Drainage Course I~/A To Driveway, Parking Area, or Vehicle Storage Area 60 £t Cor~nants Cleanout caps sealed. De LIFt STATION N/A Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA Co~uents on the date of~ this inspection.~ ~ KB1/dS/s Check Permitted Bedroom Rating Against HAA Request I certify that I have checked, verified, or conformed to all MQA HAA Guidelines in effect Date [Pa~ 2 of 2] I 2~15-84 TECH ENGINEERS INC. CIVIL · SANITARY March. 9, 1984 Susan Oswalt Municipality of Anchorage Department of Health & Environmental Protection 825 "L" Street Anchorage, AK 99501 MUNICIPALITY OF ANCHORAOE DEPT. OF HEALTH & ENVIRONMENTAL PRO [ECl'ION RECEIVED Re: Roger Gonya, Health Authority Approval (HAA) Application; Lot 2, Blk 2, Our Mountain Subdivision Dear Susan, During the period from February 22 through February 26, 1984, we performed research, investigations and testing persuant to Health Authority Approval on the above referenced lot. We performed a flow test on the well and found the output to be adequate for a four bedroom house. (Refer to Water Yield Test, attached). We also took a water sample for bacteriological analysis and results were negative (Refer 'to Chemical & Geological Laboratory Analytical Report, a'ttached). TO our knowledge, we have assembled all available information on the HAA Checklist and Application Form. Astericked numbers on the Checklist refer to the following notes: *1 *2 *3 Depth of well casing information not available. Depth of well grouting not available. *4 Depth at which pump is set not available from well log. Response is based upon owner's description. Well is located on approximately 15% incline, q'.¢-f~ .... Slight depression around'wellhead ~ill drain *5 An adequacy test and septic tank pumping were not deemed necessary since the septic system was recently connected to the house and is essentially new. (Refer to Telephone Conversation and Meeting with Sue Oswalt of DEH, and Feb. 21, 1984 Letter 13LEDOUXLANE · EAGLE RIVER, ALASKA 99577 · TELEPHONE (907) 694-3574 from Plumbing Contractor, Whaley and Sons, see attached). We offer this information for your review. Well seal and conduit connect deficiencies noted in our original inspection have been corrected and reinspected. Please call if you have any questions. Sincerely, Vernon L. Roel~/~, PE cc Roger Gonya Attachments HAA Application HAA Checklist Water Yield Test Sewer As-Built Well Log Chemical & Geological Testing Lab, Total Coliform Analysis Letter, 2-21-84, Whaley and Sons Wi~ALEY AND General Contractors P.O. DRAWER L CHUGIAK, ALASKA 99567 21, February 1984 To Whom It May Concern: This is to certify that the septic system installed on Lot 2, Block 2, Our Mountain Subdivision, owned by Mr. Roger Gonya was put into service by me during the first week of February 1984.~ At this time the well pump was installed and the plumbing hooked up for the first time. If there are any questions or comments, please feel free to call on me at any time. Sincerely, Mark L. Whaley'*' Owner MLW/sdw APPLIC NT FILLS OUT UPPER HAl. ONLY Property Owner , .~/ / ~ Buyer ~/ Address Zip Code Phone Lending Institution Address ,- Realty Co. & Agent Zip Code ~ .? ~7-,..~ /" Address Zip Code Phone Phone Legal Description . .:?-"-- /..?¢/~./ ~.~ Street Locatic~q ~:-~'/: -'-.... -,: E ~ ' ' -. ~ (...~.~. . Type of Residence ~,ngle Family .~, ~ Multiple Family No. of Bedfoo~ ~ Other Water ~Supply [~/Individual ATTACH WELl. LOG. A well Icg is required for all wells drilled since June 1975. [] Community For wells drilled prior to that date, give well depth (attach Icg if available). ~ Public Utility Sewer Disposal E].-rfi~lividual Year Individual Installed: / ~"/ [] Public Utility When Connected to Public Utilily: [] Nolding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time [)ale Date Date Date Inspector Inspeclor inspector Inspecter Field Notes: (.¢7z~) APPROVED BEDROOMS ) DISAPPROVED ) CONDITIONAL APPROVAL' DATE r/r/r 'CONDITIONS OF APPROVAL Soils Rating Date Sewer Installed IWell To Absorption Area Well to Taak Well Log Received Septic Tank Size