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HomeMy WebLinkAboutSOUTHPARK BLK 3 LT 4MUNICIPALITY 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: OSP201020 Work Type: Septic Upgrade Tax Code Number: 02049130000 Site Legal Address: SOUTHPARK BLK 3 LT 4 G:3236 Site Mailing Address: 16231 CHASEWOOD LN, Anchorage Owner: FAIGNANT CARYN J & J B JR Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date Expiration Date Lot Size in Sq Ft Total Bedrooms 4/21/2020 4/21/2021 24772 ❑ 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 B) Issued By: Date: 4 2� L Date: l 4 MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 020-491-30 Property owner(s) .JAY FAIGNANT Mailing address 16231 CHASEWOOD LANE *ANCHORAGE, AK 99516 Site address 16231 CHASEWOOD LANE *ANCHORAGE, AK 99516 Legal description (Sub'd, Block & Lot) SOUTHPARK; BLOCK 3, LOT 4 Legal description (Township, Section & Range) Lot Size APPLICATION IS FOR: ( ISI all that apply) Absorption Field Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Sq. Ft. Number of Bedrooms APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ Day phone 507-271-9165 A THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: BED WIDTH TYPE OF DEWELLING: Single Family (SF) (w/wo ADU) Duplex (D) ❑ Multiple Dwellings ❑ (SF and/or D) Distance: 18 I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Feesy 9620. 00 Waiver Fees: Date of Payment: � i 012020 Date of Payment: Receipt Number: 6rcs43G Receipt Number: Permit No. Of PZOI0ZO Waiver No. (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd - - _- -- ENGINEERING � SALES- CONSULTING -- February 5'h, 2020 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System Upgrade Southpark; Block 3, Lot 4 To whom it may concern: The existing 3 -bedroom home is served by public/community water and a private septic system. Per conversations with the owner, they would like to install a 4 -bedroom septic system. We are proposing to rebuild the existing drainfield in place and expand the width of the bed to meet MOA sizing requirements for a 4 -bedroom home. We are proposing to excavate out all contaminated material and rebuilding the existing portion of the bed 0.1 feet higher in elevation. The drainfield extension will be excavated to the SP material (approximately 6 feet below grade) and install sand as needed (minimum of 2.5 feet — to match the minimum existing sand depth of 2.5 feet on inspection report and ensure adequate separation to groundwater). Comments regarding the design are summarized as follows: 1. SOILS: See attached soil log in MOA records by Mike Anderson, P.E.. As can be seen on the attached soil log, the soils percolated at a rate of 4 min/inch with groundwater at 8' and 10' below original grade. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: See attached photographs from google earth. Per the attached photograph and a GEG site visit, there are no topography concerns. 5. WAIVERS: We are requesting that your department allow the bed to be extended 3 feet in width for a total width of 18 feet. Based upon this fact, we are requesting that your department issue a variance to the maximum drainfield width from 15 feet to 18 feet. Extra care will be taken to ensure the machine does not "walk" on the bottom of the bed and/or damage the drainfield. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. rnes% P.E 1, M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com DESIGN CRITERIA: NUMBER OF BEDROOMS: 4 (SEE DESIGN NARRATIVE) GALLONS PER DAY (GPD): 600 GPD PERCOLATION RATE/S:'4 MIN/INCH PROPOSED APPLICATION RATE: 0.8 FT'/BEDROOM MINIMUM DRAINFIELD SQ.FT.: 750 FT= *PER TH12 BY MIKE ANDERSON, P.E. IN MOA RECORDS DRAINFIELD DESIGN: MAXIMUM DEPTH: *AS NEEDED FOR REMOVAL OF CONTAMINATED MATERIAL FOR EXISTING PORTION - MUST EXCAVATE TO SP MATERIAL FOR BED EXTENSION WIDTH: 18 FEET (EXTENDED 3 FEET) LENGTH: 43 FEET M.O.A. APPROVED SAND FILTER: AS NEEDED TO REBUILD THE EXISTING DRAINFIELD AT AN ELEVATION OF 0.1 FEET HIGHER THAN THE EXISTING BED - SAND FOR EXTENDED PORTION SHALL BE A MINIMUM OF 2.5 FEET AND AS NEEDED TO MATCH NEW TOP OF SAND EFFECTIVE: 0.5 FEET ACTUAL SQ.FT.: 774 FT' GEG, Ltd. HAS AN 8 PAGE SPECIFICATION LETTER 'HAT PERTAINS TO THIS DESIGN. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO 4CCEPT THE TERMS AND CONDITIONS OUTLINED. PROPOSED 1250 GALLON HDPE GREER TANK RATED FOR 10' BURIAL; MUST BE V FROM ALL DECK POSTS; INSTALL DOUBLE CLEANOUTS BEFORE AND AFTER; EXISTING TANK TO BE/DECOMMISSIONED PER UPC V SOUTHPARK; BLOCK 3, LOT 5 KEYBOX PER AS -BUILT SURVEY; WATER LINE LOCATION TAKEN FROM 1999 DESIGN BY MIKE ANDERSON, P.E. IN MOA RECORDS —7 SOUTHPARK; BLOCK 3, LOT 9 NOTE: THE CONTRACTOR SHALL HAVE THE SOUTH LOT LINE & 20' CEA EASEMENT TO THE EAST FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. THE RESERVE SITE WILL BE REBUILDING THE PROPOSED DRAINFIELD IN PLACE 10,C I ESMT EXACT LOCATION TO 1981 TRENCH IS UNKNOWN; IF ENCOUNTERED A 16' I DIRT PLUG WILL BE INSTALLED THE AREA AROUND THE PROPOSED DRAINFIELD IS FLAT; HOWEVER, THE ORIGINAL GRADE IS UNKNOWN; IN SHORT, THIS IS A PROPOSED REBUILD OF THE BED AND THE BED DEPTH WILL BE DETERMINED BY THE BOTTOM OF THE EXISTING BED/TOP OF SAND DRIVEWAY EXISTING 3 BEDROOM I i HOUSE (PROPOSE D 4 I Z BEDROOM SEPTIC) F: M (Npo C 0. ( PROPOSED D Cq A PROPOSED WIDTH EXTENSION FOR 4 BEDROOM EXTENSION �\ SOUTHPARK; BLOCK 3, LOT 3 PROPOSED DRAINFIELD -APPROXIMATE LOCATION OF TESTHOLE #2 PER INSPECTION REPORT BY MIKE A. ANDERSON, P.E. IN MOA RECORDS "ROUIT", Ltd ENGINEERING, SALES CONSULTING 3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE, AK 99507 • PHONE (907) 337-6179 FAX (907) 338.3246' WEBSITE www gamessengineerimmm PREPARED FOR: JAY FAIGNANT PROJECTILEGAL DESCRIPTION: SOUTHPARK; BLOCK 3, LOT 4 TYPE OF WORK: DESIGN OF SEPTIC TANK UPGRADE PHONE NUMBER: PAGE NUMBER: 507-271-9165 1 OF 1 DRAWN BY: D.J.G. DATE: 2/14/2020 OF ®�® AV 0 v •� s i c^'; eif ey. Garness r i.I m / ' ®o �•; C 79 3 ;��=4 LICENSE$A4OgAddS®a�0�0 #AECC884 / ' 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: --~'~ C/'~O0~ PID Number: 0~00 "~": ~A~b~ ~. ~4~U~H ~ Wastewater System: ~ New ~Upgrade *~r~,,: l~ ~ l ~4-~5~0~ ~ ABSORPTION FIELD Phone: ~m> ~OeepTrench ~ Shallow Trench ~Bed ~Mound ~Other Total Depth from original grade: LEGAL DESCRIPTION SoilRating; . 7 GPB/Sq. Ft. Lob ~ Block: ~ Subdivision:~¢~ ~{~ Depth ,o pipe bot,o~o¢ original grade: Pt. Gravel depth beneath .lp;~ FL Township; IRange: Isection: FiJl added above original grade:¢ Fl. Gravellengt.: ~ Ft. Number of lines: ~Bfstance be~een WELL: D New ~ Upgrade ;6ravelwidth: /¢ Ft. ~ ~ Ft. Classificst~Pr~yate, A,B.C): Total ~epth: Ft. Cased TO: Ft. Total absorption~area:~ ¢ SQ. Ft. Pipe m~terial: A ~ Driller: Date Drilled: Static Water Level: Installer: ~ .+ ,,~ ~ ~V~,~ Date ,nstal,ed~ Yield:GPM IPump Set at' "'. ICasing Heigh`AbOve GrOund:Fl- TANK SEPARATION DISTANCES ~s~ptic ~ Holding D S.T.E.P. TO Septic Absorption Lift Holding 3ublic/Privat( Manufacturer: Capacity in gallons: Well ~t ~01 Material: ~T~ L Number of~Com a ments: Sudace w~ ~1~0~ 21OO ~ : ~ LIFT STATION Lot ~ / Size in gallons: ~ Line W~ Foundation 17.¢' >~O' "Pump on" level a,: ~"Pumpoff"le~ateralarma,: Drain ~ Remarks: ~.~ ¢ ~ ~.~ ¢¢ BENCH MARK J Assum.d Elevation: Inspections pedormed by: ~~4~ Dates: ls~~¢~ ~'J~., Department of Health and Human Se~ices approval '~' ~¢~"~;~¢,,"*~0~:~t~s,~:.:¢¢-*~ ......... ~' Reviewed and approved by: /.~ Date: ~-~-F~ ........... 72-O13 (Rev. 9/91) MOA 25 Permit No. ~J95'"00 ~"~ 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: PID No.: , / Permit No. ~W q~'O0 ~/ 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 ~ u~H. PA FLK~ PID No.: L ~ MJch(~ai [~. /ind~r on MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HERMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT NUMBER:SW950084 DESIGN ENGINEER:ANDERSON ENGINEERING OWNER NAME:RAEUCHLE SANDRA K OWNER ADDRESS:16231 CHASEWOOD LN ANCHORAGE, AK. 99516 PAGE 1 OF 1 (UPGRADE) PERMIT DATE ISSUED: 5/23/95 EXPIRATION DATE: 5/23/96 PARCEL ID:02005144 LEGAL DESCRIPTION: SOUTHPARK BLK 3 LT 4 LOT SIZE: 24722 (SQ. FT.) NUBLBER OF BEDROOMS: 3 THIS PER~IT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD 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 AiYD 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 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AA!D CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: ISSUED BY: · ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, ALASKA 99524 May 19, 199S Municipality of Anchorage Department of Heath & Human Services 825 "L" Street Anchorage, AK 99502-0650 Subject: Lot 4, Block 3, Southpark Subdivision Septic System Design Impacts to Adjacent Properties Dear On Site Services Engineer: The absorption trench on the subject lot has failed and must be replaced. We are proposing to remove the existing contaminated material from the existing trench and construct a shallow bed system in the same area. The contaminated material from the old trench will be buried onsite at a location 4' above the water table. Lake Otis Gravel (sand) will be placed in the excavated cavity remaining from the old absorption trench. The new absorption bed will be placed at the location shown on the site plan. Existing materials will be removed to the SP soil layer. Lake Otis Gravel (sand) will be placed to insure w4' separation from the water table. The bed system will be placed atop the sand. The soil encountered on the lot percoates at a rate between 2 minutes and 5 minutes per inch which is excellent for an onsite system. The septic tank will be checked for leaks prior to the installation of the absorption bed. ff it is found to be sound it will not be replaced. The surface drainage on the lot will not be affected by the construction of the new absorption bed. In addition, all lots in the area are served by a community water system. The system on this lot is well outside the protective 200' radius and has no impact on adjacent septic systems. If the system is installed as designed the following statements may be made: 1. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. Lot 4, Block 3, Southpark Subdivision May 19, 1995 Page Two The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. The system, if constructed as designed, will have no adverse impact on reserved space, either surface or subsurface, on any lots located in the area. on drainage patterns in the area. be maintained. The system, if constructed as designed, will have no adverse impact The current drainage pattern will Sincerdy, Michael E. Anderson, P.E. Attachments LOT 4, BLOCK 3, SOUTHPARK SITE PLAN ~-~~ SCALE 1" = 20' / / / / / /. L Lot 4, Block 3, Southpark Subdivision DESIGN FACTORS: SYSTEM REQUIREMENTS: Three Bedroom Home Shallow Bed System Perc. Rate: 4 Min./Inch 1,000 Gal. Septic Tank Application Rate: .7 GPD/SF Min. 2' Accepting Soils (Existing) 3 Bdrms. X 150 GPD / .7 GPD/SF = 642 SF of Absorption Area 642 SF / 18 LF Width = 36 LF Length Therefore: Construct a Shallow Bed System 18' Wide X 36' Long at the Location Shown on the Site Plan. Distribution Pipe Placed at 2.5' Below Original Ground Surface. I S I (' I ~' I NOTE: TYPICAL SHALLOW BED (NO SCALE) Maintain 4' Vertical Separation From Bottom of Trench to Groundwater Table. Grade Area Over Bed to Drain Away. Level Bottom of Bed with Lake Otis Gravel (Sand). JOB SHEET NO.. OF CALCULATEO 8Y '~ ~'~ DATE CHECKED BY DATE SCALE LOCATION MAP LOT 4, BLOCK 3, SOUTHPARK SUBDIVISION LOT , .BLOCK 3, SOUTHPARK SITE PLAN SCALE 1" = 20' Lot 4, Block 3, Southpark Subdivision DESIGN FACTORS: SYSTEM REQUIREMENTS: Three Bedroom Home Shallow Bed System Perc. Rate: 3 Min./Inch 1,000 Gal. Septic Tank Application Rate: .7 GPD/SF Min. 2' Accepting Soils (Existing) 3 Bdrms. X 150 GPD / .7 GPD/SF = 642 SF of Absorption Area 642 SF / 18' Wide = 36' Length Therefore: Construct a Shallow Bed System 18' Wide X 36' Long at the Location Shown on the Site Plan. Distribution Pipe Placed 3.5' Below Original Ground Surface. 3 I b I /' I NOTE: TYPICAL SHALLOW BED SYSTEM (NO SCALE) Maintain 4' Vertical Separation From Bottom of Bed to Groundwater Table. Grade Area Over Bed to Drain Away. Completely Remove Existing Absorption Trench and Contaminated Soil and Bury Onsite. Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: DATE PERFORM 'P"F//OL 4 5 6 7 8 9. 10- 11 13- 14 15 16 17 18 19- 20- L. 5P Township, Range, Section: SLOPE WASGROUNDWATER y~ ENCOUNTERED? S IF YES, AT WHAT t ~ DEPTH? lO p E SITE PLAN Depth to Water After /Dr ~"/~ Monitoring? Date: Gross Net Depth to Net Reading Date Time Time Water Drop PoP- P&'P-cO~Arlo~4 ~ re OF ~ P ~' ,~ PERCOLATION RATE -- (minutes/inch) PERC HOLE DIAMETER -- TEST RUN BETWEEN FT AND FT COMMENTS PER ORMEDB¥: , ACCORDA"CE WiTH ALL STATE AND MUNICIPAL GUIDELI"ES IN EFFECT O" THIS DATE, DATE:' 72-008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska, 99502-0650 SOILS LOG m PERCOLATION TEST DATE PERFORMED: LEGAL DESCRIPTION: 3 4 5 8 9 10 12 14 15 17 18- 19- 20- Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT ~t OL DEPTH? p E SITE PLAN I N Depth to Water After f Monitoring? ~- Date: Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE Z~. (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ FT AND 7 FT COMMENTS--/' S ' A. ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85J  ' MUNICIPALITY OF ANCHORAGE e ~ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION , ENVIRONMENTAL ENGINEERING DIVISION ~ 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM ,~ INSPECTION REPORT NAME , PHQNE LEGAL DESCRIPTION ~ ~ LOCATION NO. OF BEDROOM~ DISTANCE TO: I~'" IA"'°~''*** ,welling /~ ,h PERMITNO. ~/~ ~ z Manufacturer No, of compartments ~ ~ Liq. capacity in ga~lons Insi~e length Width Liquid depth /OOO . IF HOME--DE: PERMIT NO, ' ~ Well / Dwelling ~~ ~z DISTANCE TO: Well Foundatio Nearest lot line PERMIT NO. ~ .~g No. of lines I L';,,th ~,~ac~, ~ Total length of li~s.,~}~ Trench width ~ inches Distance between lines Top of tile ,o fi 'shgrad. .~ F Materia.en*htile ~ m Depth ~ NO. ~ DIS~TO: Well ~ Building foundation /~ ~Nearest lot line ~ Glass Depth Driller Distance to lot line PERMIT NO. ~ DISTANCE ~ ~lding foundation Sewer lin~/ Septic tank A~s~area(s) OTHER PIPE MATERIALS SOIl TEST RATING REMARKS APPR VED DATE LEGAL 72-01 ~ {Rev. 3/78} I)EF'RRTHENT HEFIL. TH FINE:, ENVIRONMENTRL _-TEr:TION ..... , .... -}ES Er1. c,-:,,~ "L.'':'_, rFEET.,' HNL. HUF(HbE., E.t4E. F. F E.~-. ["1 ][ 1- ,]F4--:5 ][ TE PERMIT NO. ( 81Ei74]'": ) RPPLICRNT CRRIE:OLI INVESTMENTS INC LOCRT I ON SOLITHPFIRK LEGFIL 619 E. 5TH RVE. L4_,_.F"~ SOLrFHF'RRK ~,~[:, ~ LOT z,I~.E ~ ~.,, ~. :5~:':.!URRE FEEl' TYPE OF :,L IL RBSORF'TION :,~_,TD1 I:-,. TRENCH MR::..', I MUM NUflE, L~. OF BEE:,ROONS = ~ ,- ~ .I ;:'D :,EIL RFtTINL3 (:Sr.:! FT,."E[R::,= -- THE REr.ILIIRED 'SIZE OF THE :,uIL HE,:,URPTI-N -:,~-rEM ]'HE LENGTH [:,IME[,SION IS THE L~ENGT~::..,: IN~FE~.T:)~{I¢ T~E] "'~ E:ETWEENOF THE TRENCHTHE SIJRFFtc. EOR ~RRINFIELE:,.OF THE GR]_ND RNB, THE E:OTTON OF THE ~.::CR'~gIO[~ (~ FEET). ~ ' FOR TEENE. HE_,. 'rHEF2 I2; NO _Er WIDTH ' " THE GRR',,,'EL [:,EPTH IS THE MINIMI..IM DEF'TH OF 6RFISCEL E, ETH_EN THE OLITFFILL PIPE FIND THE EUTTUfl OF THE EXC:RVRTZON ,::IN FEET::,. F:EL----EJ ]] F."E [:.-. .... EFT ]] E: T"FdF.H< 2'; Z ZE--- -_1_ F:(CIC'~ ....... -,= , ,- , ,- , ' _ 1HI_,' ':' DEF'RRTMENT [.I_IF. IHb' -' TI-E PERMIT RPPLICFINT HH-, THE EE:,FON:,IE, ILIT~ TF~ INFORM IN_FEL. TIuN_, OF RN'.r' I. IEL_:, RE:,.ZRCENT TO" "= ' -t * '" INSTRLLRTION ,~ ,.-. - ,= ~,- fHI..., FRLFE~.T~ RND THE ''' RE_,IEENL__, THRT THE WELL WILL =,ER E. NUtlE, EF. ]g ,, .h: . ~F,s ¢' - *, ,..' L'S.'RL. LFILLIN.~ OF FIN'¢ _,~lEfl I.,.!ITHOU'r FINFIL INSPEL-:TIL]N FIND FIPF'ROVFIL B'¢ THI_, E:,EF'RRI'i'tENT WIL. L BE :IJEJ'EL.T TEl FF.U_-,EL. UTI_N. MINIMUM [.I:THNL. E E, ETWEEN R !.,ELL RN['., FIN'T' uN-z, I T_ =,EIlR=E [.I_,Fu_,HL _,~:,TE[1 IS 'l_i~Ei FEET F-JR FI F'RI'v'FITE WELL L~ ±SE1 TO 2~E~ FEET FROM R FUE,_IL. WELL DEF'EN[:,ING UPON THE T'¢F'E ElF FUE, LIL. [,JELL. ~_~:! : '~.... MINIMLtM [:,ISTRNI]:E FROM Ft PRI',/RTE I,]EEL trEIllR ~!RI',)FITE qE[,JER LINE Ib'] 25 FEET RN[:, l'O Fi z:r'iMMLINITY SEWER ~INE IS ,'"-=; .-BET. OTHER ~.E~.!UIF. EftEH]_, MFi'¢ FiPF'L'¢. _~FEE. IFIL. HTIUN- FiN[:, CONSTRtlI-:TIFIN [.IH=DFI= FIRE R',/RILRBLE TO INSURE F'ROF'ER INSTRLt_FiTION. F'EiF:hl I: T E::-::P 1; F:E':; [:.E(CEFIBEF: 3:1._. t ...... 1 I CERTIF'¢ THRT 1: I RM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RND HELLS RS SET FORTH Bk' THE MUNICIPFiLIT'¢ OF RNCHORFIGE 2: I WILL INSTFILL THE S'¢STEM IN FICCORDRNCE WITH THE CODES. ]'::: I UNDERSTFiN[." THRT THE ON-SITE SEWER S'¢STEM MFi'¢ RE6iUIRE ENLRRGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THRN 2: BEDROOMS. S I GNED: ....................... FIPPLICFINT CFIRIBO0 INVESTMENTS INC. ., .r..t"? 4 DEPRRTMENT OF HERLTH FIND EN'v'I?DNMENTRL F'ROTECTION .-.,_-STREET., R,,::. '-*.'-:'--"*'. / 264-472¢ . . ,,. ~ I J ', 1 5 F'ERMIT NO. ,:.' 8±~}6Fh- ) .~ LOCFfT I ON CHFISE WOOD LRNE , , ,-1 LEGRL LBT 4 BLt':: 3: SOUTH PRRK TF.'. ES LOT SIZE 2Ze~0.9 SOURRE FEEl/ TYPE OF SOIL RBSORF'TION SYSTEft IL=;,: TRENCH /%... / MRMIMI_IM NOMBER OF BEDROOMS = 5; SOIL RRTING (SQ FT,.'"BR)= 150 THE REQUIRE[) SIZE OF THE SOIL 8BSORPTION SYSTEM IS: 'THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRBINFIELD. TFIE DEPTH OF R TRENCH OR PIT IS THE DISTRNCE BETWEEN TNE SURFRCE OF THE GROUND RND THE BGTTOM OF TFIE EXCRVBTION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRRVEL DEPTN IS THE MINIMUM DEPTH OF GRRVEL BETWEEN THE OUTFRLL F'IPE RND THE BOTTOM OF TFIE EXCRVRTION (IN FEET). F..':EG:~LI % RED, 'Z:-;EPT 1Z ~]: ]".F~b,~l-:.'. :5 1' ZE= ± ~Zt ¢£~.~Z~ t3~LL C,t'-~'_:. PERMIT RPPLICRNT FIFIS THE RESPONSIBILITY TO INFORM THIS DEPRRTMENT DURING THE INSTRLLRTION INSPECTIONS OF RNY WELLS RDJRCENT TO THIS PROPER~Y RND THE NUMBER OF RESIDENCES THRT THE WELL WILL SER~E. BRCKFILLING OF RNY S~'STEM WITHOUT FINRL INSPECTION RND RPPRO',,,'RL. 89 THIS DEPRRTMENT WILL 8E SUBJECT TO PROSECUTION. MINIMUM DISTFINCE BETWEEN R WELL RND RNY ON-SITE SEWRGE DISF'OSFIL SYSTEM IS d. Ot~ FEET FOR R PRIVRTE WELL OR &SR TO 2EIE~ FEET FROM FI PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL MINIMUM DISTRNCE FROM R PRIYRTE WELL TO Ft PRI',,.'RTE SEWER LINE IS 25 FEET FiND TO R COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MRY RPPLY. SPECIFICFiTIONS RND CONSTRUCTION DIRGRRMS RRE FiVFIILRBLE TO INSURE PROPER INqTRLLRTION. F'EF:~'I Z T b-] ::-:: F' :t;. F:E25 [:,EIgE~-IE:EF: 3::i.. t9:3! I CERTIFY THRT :1_: I BM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS RS SET FOR. TH BY THE MUNICIPRLITY OF FiNCHORFiGE. 2: I WILL INSTRLL THE B'¢STEM IN RCCORDRNCE WITH THE CODES. ]~: I UNDERSTRND TWRT THE ON-SITE SEWER SYSTEM MRY REg~U!RE ENLRRGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THRN 3: BEDR. OOMS. FIPPLIC~N~ CFIRIBOU INYESTMENTS .INC:. . .... 94. 0 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION [] PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: 1 2 3 4 6 7 8 9 10 11 ~2 13 14 15 16 17 18 19 20 COMMENTS WAS GROUND WATER S ENCOUNTERED? L O P E IF YES, AT WHAT DEPTH7 SLOPE SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN PERFORMED B~ 72-008 (6/79) Test Hole #Lot 4, Block 3 Table j WO #A19218 Date: 4/10/80 Logged by: O. Hatch Depth in Feet From To 0.0 0.5 0.5 1.5 1.5 3.5 3.5 12.0 12.0 16.0 Soil Description Brown Subsurface Organics, soft, Pt F-4, brown Sand~ Sil~, damp, dense, non- plastic, ML F-4, brown Gravelly Sandz Silt, damp, dense, non-plastic, subrounded particles to 2" F-2, brown Silty. fine Sand with traces gravel, 40 to 45% non-plastic silt, damp, medium dense, grades to 30% silt by 10' F-4, brown Gravelly Sa~ Silt, 20% gravel, damp, mediu~ dense, non-plastic, ML Bottom of Test Hole: Frost Line: Free Water Level: Percolation Rate = 16.0 Feet 1.0 Foot None Observed While Drilling 0.5 minutes/inch with water level in PVC pipe falling 7 feet in 45 minutes Sa. N__o_. pep,th 1 5.0 2 10.0 3 15.0 Type of Dry ~lows/6" M% ~ample Strength ~roup Unified 14.1 G VI, -- ML 9.8 G N -- SM 11.4 G VI, D ML Remarks: 1. 3. 4. 5. 6. Type of Sample, G=Grab, SPT = Standard Penetration, U = Undisturbed. Dry Strength, N=None, L=Low, M=Medium, }{=High. Group refers to similar material, this study only. General Information, see Sheet 1. Frost and Textural Classification, see Sheet 2. Unified Classification, see Sheet 3. -¼ P'p~_ • GE @V •r-y Municipality of Anchorage On-Site Water and Wastewater Program +� (907) 343-7904 �� Certificate of On-Site Systems Approval a Jul_ 5 ?017 Parcel I.D. 020-491-30 Expiration Date: I6' , 6 8 L • fop V • 1. GENERAL INFORMATION Complete legal description Southpark Block 3 Lot 4 Location (site address) 16231 Chasewood Lane Current Property owner(s) Eason, William Day phone Mailing address PO Box 230128 Anchorage, AK 99523 Real Estate Agent Day phone 2. TYPE OF DWELLING: E Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual [] Individual Water Storage ❑ Holding Tank ❑ Community Class A Well CI Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: ii!Received b , , ,j.�_ &.1.L...1&.1.L...1Date: 4„2// • COSA to be released to the engineer,unless otherwise re./ted by the engineer. COSA Fee $ G72) r— Waiver Fee $ Date of Payment 7l (o l l 1 Date of Payment Receipt Number (D�7a-klReceipt Number COSA# 05C,11 I?--10�o Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances,and regulations in effect at the time of installation. In conducting an adequacAtest, I attempt to provide a thorough,conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations.The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition,ground water levels that may fluctuate during the year,and the water usage of the family being served by the system.These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments.Therefore we cannot provide any warranty , for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218 Address P.O. Box 100217, Anchorage Ak. 99510 Engineer's Printed Name Steven R Pannone Date 715/2017 r �F Aq1� 6. DSD SIGNATURE .... System #1 Approved for 3 bedrooms a •• Steven •. fro none. / ,•. CE-8149 &, System #2 Approved for bedrooms 9� 4 Disapproved �kPROFESSONP '~ Conditional approval for bedrooms, with the following stipulations: O,p ON-SITE .yn WATER AND m WASTEWATER S PROGRAM "204 cam~ IA rt t!i'nrtY\I� By: 14e,e,e_a, � Original Certificate Date: ( a- 17 The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet_C • If more than 1 septic system is on the lot: COSA Checklist# I of Structure served by this system ' Certificate of On-Site Systems Approval Checklist Legal Description: SOANZA.Y.._, l`JL iI�� `Q4 Parcel ID: OPu-11v A. WELL DATA Well type A If A B. or C provide PWSID # 213475 Well Log (Y/N) Date completed Sanitary seal (Y/N) Wires properly protected (Y/N) Total depth ft. Cased to ft. Casing height (above ground) in. FROM WELL LOG AT INSPECTION Date of test Static water level ft ft. Well production g p.m. g.p.m. WATER SAMPLE RESULTS Coliform colonies/100 mL Nitrate mg/L Arsenic ug/L Date of sample: Collected by B. SEPTICIHOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 5/25/1 995 Tank size 1000 gal. Number of Compartments 2 Cleanouts (YIN) Y Foundation cleanout (Y/N) y* Depression over tank (Y/N) N High water alarm (Y/N) N/A Date of pumping 6/21/2017 Pumper Alaska Quality Septic C. ABSORPTION FIELD DATA Date installed 5/25-27r1995 Soil rating (g.p.d./ft2 or ft2/bdrm) 0.7 GPD/SF System type Shallow Bed Length 43 ft. Width 15 ft. Gravel below pipe 0.5 ft. Total depth 4 5 ft. Eff. absorption area 645 ft2 Monitoring tube Y Depression over field N Date of adequacy test 6/22/2017 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test 0 in Water added 455 gal. New depth 6 in. Elapsed Time: 1440 min. Final fluid depth in Absorption rate >= 450+ g.p.d. N Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes. give date D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N) "Pump on" level at in. "Pump off' level at in. High water alarm level at in. Datum Cycles tested Meets alarm&circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot On adjacent lots Absorption field on lot On adjacent lots Public sewer main Public sewer manhole/cleanout Sewer/septic service line Holding tank Animal containment areas Manure/animal excrete storage areas SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 5+ Absorption field 5+ Water main 10+ Water service line 10+O+ Surface water 100+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Water main 10+ Water Service line 10+ Surface water 100+ Driveway, parking/vehicle storage 10+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS * ? c i 16Unrit J:ian CItcauaJ,t avvit- r, G. ENGINEER'S CERTIFICATION �� L A 'k I certify that I have determined through field inspections and �sv03.- � 1 '. review of Municipal records that the above systems are in 0*: •! t 110 y�v *�r conformance with MOA COSA guidelines in effect on this date. - ••w f Engineer's Printed Name Steven Pannone ,......__0' ' `even '. 'annone - Ali Date 7/5/2017 0:-..6 CE-8149 Arr COSA canary sheet_2-6-15.doc C0T 9 ri �r T. - --_______ ......4 fil j 1 . Cp 24. ' I 'J ...........-.•.......-.-.•.• i . . EXISTING ro 1 35. •••:•:- BUILDING III 3 N/ I o i i LOT 4 ® f 1 j I dol'j BLOCK 3 # I' g 3 - ®me I i i y) ..... ® ® I !f ♦ I 'r'QQQ�O�O� Cyq • OF At °,of4a �ppq po,� _�, ,5,�-p00 I Q*. 49TH r� OQ 0 1 VA h 4Mark E. Dovis . CoQ V QOJ} LS-7338 `'p' ():'. : S•ym.-i.7 na5o� rafession& �4c ��04o�o��a .'n.'». ` " ' "' ''''"''""""'""'" .'"' '"'."'-"" EXCLUSION NOTES: It Is the owners' responsibility to determine LEGEND: SET FND ORDERED er: the existence of any easements, covenants, or restrictions 5/8'R8 w/CAP® 5/8' R8 0 WILL E A S O N which do not appear On the recorded subdivision plat NOTE: 3.25' AL.MON.it MONUMENT Under no circumstances should any data hereon be used for HUB de TACK ._'/.H'.'�M�.T•hal'_\_NWrIf er4 i•..•• .7..%.2.9 w_\._4•�b.7:0.0• •..u•..,.•�\�•= construction or for establishing property lines. ....".r.n.�n.:cm.7n„�n:.".�n.�n. ».,.n...i.7n. ».:n.nn...a.:Yn.:Qn.wn.-wn..►i. FENCE— —x— x — SURVEY CERTIFICATION: SLANA has conducted a OVERHANG- 1.111111111111 T physical survey of this property as shown on this WOOD DECKS- I I SLANA SURVEYS INC drawing and that the Improvements situated there CONCRETE- on are within the property Ilnes and no encroach— ASPHALT- [T^'^'^"^'^i mente exist other than noted. GRAVEL- LAND & CONSTRUCTION SURVEYORS AS— BUILT O F: LEGAL DESCRIPTION: SEP TIC WATER STELL- NOPIPES � 1200 E. 76th (fox) 929-3369 ANCHORAGE, ALASKA 99518 (907) 562-6103 LOT 4, BLOCK 3 WOSLK17DMISCER MB� �� SCALE T SOUTHPARK SUBDIVISION JUNE 30. 2017 1'=3O' 50-65 MN BY': CHECKED aY:ORD NUYBEih sOCx/CAOE: TAD. t. 3236 999/99 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 02005144 HAA# ¥~ ~ d:~ ~ ~f~'~ ~'k~ GENERAL INFORMATION Complete legal description Lot 4, Block 3,! South Park Subdivision Location (site address or directions) 16231 Chasewood Lane Property owner Mailing address Day phone Lending agency Day phone Mailing address Tom Alexander/Vista Real Agent Estate Address 4241 B Street Anchorage , AK 99503 Day phone 562-6444 Unless otherwise requested, HAA will be hbld for pickup. 2. NUMBER OF BEDROOMS: Three (3 3. TYPE OF WATER SUPPLY: individual well Community well Public water XXXXXXX NOTE: TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer If community well system, provide written confirmation from State ADEC attest- lng to the legality and status of system. XXXXXXX NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev, 1/91) Front MOA #21 STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm Anderson Engineering Phone 563~7155 Address PiO, Box 240773 Anchorage, AK 99524 Engineer's signature 7'~,L~'~ C~-~,~. 11/18/96 Date DHHS SIGNATURE ~'~.,~' : .,~' Approved for ~:~ bedrooms. ",!, Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments Date The Mur~iciPality of AnchOrage Department of Health and Human Services (DHHS) issues Heatth Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional eng!neet; registered in the State of Alaska. The D HHS does this as a ecu rtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of. Anchorage is not responsible for errors or omissions in the professional engineer's work. 724)25 (Rev. 1/91) Back MOA ~1 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES i1~ ECEIVEI Environmental Services Division 825 L Street, ROom 502 · Anchorage, Alaska 99501 · (907) 343-4744 NOV 1 8 1996 Legal Description: LoT' 5/-, A. WELL DATA Well type~$~ A Health Authority Approval Checklist ~&Oct" ,~ ~OOW'I P,'~'~4~._ Parcel I.D.: Mut}icipality of Anchorage Dept. Health & Human Services ozoog ¥q- If A, B, or C, attach ADEC letter. ADEC water system number ~1~ Log present(Y/N1 Date completed Total depth Cased to Casing height (above ground) Sanitary seal (Y/N) Wires properly protected (Y/N) FROM WELL LOG AT INSPECTION Date of test Static water level Well production WATER SAMPLE RESULTS: g.p.m. g.p.m. Coliform Nitrate Other bacteria Date of sample: Collected by: B. SEPTIC/HOLDINGTANK DATA Date installed ~'/Z.~/~' Tanksize /t000 Number of Compartments ~' Cleanouts(Y/N).__ Foundation cleanout (Y/N) Y Depression (Y/N). AJ High water alarm (Y/N) Date of Pumping ///~/¢~' Pumper A ?~'~.$ /'/0/I'/~ Y C. ABSORPTION FIELD DATA Date i~talled ~/Z~'" Z~,-//~'T Length ~'~ ,~ ~ Width Soil rating (g.p,d./fF or fF/bdrm) ~ '7 I ! ~ Gravel thickness below pipe Effective absorption area /~ ¥5' z,, . F~, Monitonng Tube present (Y/N) Y Date of adequacy test A~,T' ~ ~. Results (Pass/Fail) ~'~ $5 Fluid depth in absorption field before test (in.); ~) Immediately after System type ~A t£o~J ,5" Total depth __ Depression over field (Y/N) /~J For "-~/-~"~- bedrooms __ gal. water added (in.):. Fluid depth (ins) Minutes later: Absorption rate = .g.p.d. Peroxide treatment (past 12 months) (Y/N) 72-026 (Rev. 3/96)* .~ ,~'~';~1~ C~ ~ ~-71,zJ (,~' 6¢'~ If yes, give date Date installed Manhole/Access (Y/N) High water alarm level at* Cycles tested Size in gallons ~ "Pump off" level at* ' *Datum ~ E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot Absorption field on lot /,Jo Public sewer main Sewer/septic service line On adjacent lots On adjacent lots Public sewer manhole/cleanout Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Foundation ~' -~ ~ Property line ~ lO ~ Absorption field '~'~ Water main/service line '~' Z.~¢ Surface water/drainage ~/0 fpt Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: Property line '~ ?t~ Building foundation ~/t7 Water main/service line Surface water '>' / O 0 ~ Driveway, parking/vehicle storage area Curtain drain ~0~ ~-' ,¢',M Lo,r- Wells on adjacent lots ~' 7-~10t Engineer's Name Date F, ENGINEER'S CERTIFICATION I certify that I have determined thru field inspections and review of Municipal rocqr~$ tbS,.the above sget~,~,s are in conformance with MOA HAA guidelines in effect on this date. ' .... "~ Signature . & HAA Fee $ Date of Payment 72-026 (Rev, 3/96)* Waiver Fee $ Date of Payment Receipt Number  ' MUNICIPALITY OF ANCHORAGE- DEPARTMENT OF HEALT-H & HUMAN sERVICES. · { Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage,'Alaska 99519-6650 343-4744 Parcel I.D. # 1. GENERAL iNFORMATION C~mplete legal description CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Location (site address or directions) Property owner ~-A~'J bP-~ Mailing address Lending agency Mailing address Agent ~.. T~-~J CH/_.G- Day phone Day phone lng to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site - - ..-_ Public sewer NOTE: Day phone 'Address ' · ...... Unless otherwise requested, HAA will be held for pickup. . - - _ 2; . NUMBER OF BEDROOMS: '~;: -~_-.L~.:~; ............................................... : .. 3..: ~TYPE OF WATER SUPPLY: ............ '. . . "1' ~ .....,"'T' ' Individual well · ~,,. ......... Community well 7~ -. · . Public water " NOTE: If communi~ well system, provide wri~en confirmation from State ADEC a~est- .,',,;' . .- .,,' .~h",,''- [ ;,. If community wastewater system, provide wri~en confirmation from State ADEC a~esting to the legali~ and status of system. ' 72-025(Rev. 1/91) Front MOA#21 5. STATEMENT OF INSPECTION BY ENGINEER As cerUfied by my seal affi×ed hereto and as of the validation date shown below, verity that my investigation of this Health Authority Approval application shows :that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspect[on, the on-site water supply and/or wastewater disposal system is in compliance .with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm '/4'~ [:3 &7/-4. q~O ~ ~-~/,,]~,/~ ~.-P-IN ~ Phone Address T~.O, P'~o× z.~'O -/'7 -~ /~t,J ¢-~ OI'L/~~' Engineer's signature ~ ~ ~ Date t4Y-. qq DHHS SIGNATURE ~" Approved for '3 bedroonlsl ' -' Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments '~he Munia]~ali~ 9f ~6chorage Depa~ment of Health and Human Se~ ces (DHHS) ~ues Health Authori~ ', Approval,, , ., .~emhcates., :.,~,' ,- , based, only. upon the representat ons g'ven 'n paragraph 5 above by an ndependent professorial engineer reg~ster~ in the State of A aska The DHHS does th s as a cou~esy to purchasem of homes and their lendmg.msbtutmns m order to ~tis~ certain federal and state r~uirements. Employes of DHHS do not conduct inspections or anal~e data before a ce~ificate is i~ued. The MunicipaliW of Anchorage is not responsible for errors or oral,ions in the prof~ional engin~fs work.. Municipality of Anchorage ,~ Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: L_o'~- ~-, '[~oc,~.3) ~oori-H'>A~ Parcel I.D. A. Well Data Well type Log present (Y/N) Total depth Sanitary seal (WN) If A, B, or C, attach ADEC letter. ADEC water system number Date completed Driller Cased to Casing height Wires properly protected (Y/N) Date of test Static water level Well flow Pump level1 FROM WELL LOG AT INSPECTION g.p.m. SEPARATION DISTANCES FROM WELL TO: Septic/hetdi~g tank on lot Absorption field on lot Public sewer main Sewer service line WATER SAMPLE RESULTS: ; On adjacent lots ; On adjacent lots A////----' / Public sewer manhole/cleanout ~' Petroleum tank Coliform Nitrate Other bacteria Date of sample: Collected by: B. SEPTIC/HOLDING TANK DATA Date installed ~/~Z7/~"' Tank size ~ODb Cleanouts (Y/N) 'Y Foundation cleanout (Y/N) High water alarm (Y/N) ~ Date of pumping /"J~-~J ~J~Js'7-'?..)J ~ ~/,,.I Compartments ~'~ Depression (Y/N) Alarm tested (Y/N) Pumper /'~/~ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot /~,'J~ On adjacent lots To property line )./~)l Absorption field Surtace water/drainage Foundation Water main/se[vice line t7,5 72-026 (3/g3)'Front CONTINUED ON BACK PAGE - Manufacturer J ~ Size in gallons ~ Manhole/Access~ Vent (Y/N) "Pu~ _ ~ off" Level at __~ High water alarm level _ ~es-~e_sted Meets MOA electdca~ ~ S~E FROM LIFT STATION TO: _ . . ~ ~.~¢,,,,.~l'En lot On adjacent lots Sudace water ~--------~. *.SOR.T,O" .E' O D* T Length ~-~ ' Width Total absorption area Date of adequacy test/x/-~. ~ Water level in absorption field before test Peroxide treatment (past 12 months) (Y/N) Soil rating (GPD/FF) o "~ System type ~.gALLO~d /.%~ / .~ ..~ Gravel thickness ~-; / . Total depth Cleanout present (Y/N) Y' .Depression over field (Y/N) Results (pass/fail) -r.~A 55 for "T--',5~F--~' Bedrooms ~O After test /k/ If yes, give date ~/A SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot ~ 0 ,--[ -~-~ On adjacent lots '~ Z-OD Properly line To building foundation '> Z_t) ~ To existing or abandoned system on lot ~> /¢ On adjacent lots '> ~'~ ' Culbank /'~ o ,,.I ~" Water main/service line ~' ~'-'/~ Sudace water /'~ O ~ ~ Driveway, parking/vehicle storage area ~ 2-~¢ Curtain drain ,~ 0 ~J ~-'- E. ENGINEER'S CERTIFICATION I cerb'fy that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date, of this inspection. Signature Engineer's Name Date -~/~ / / ~ HAP, Fee $ ~ ¢d~ '¢'"~ Date of Payment Receipt 72-026 (~)' ~ck Date of Payment Receipt Number 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 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING HAA # ~ 1. GENERAL INFORMATION Complete legal description Location (site address or direct!ons) Property owner Mailing address /6.z3~ C~.~s~woo~, LA~C Lending agency Mailing address Day phone Address ~¥oo ~r~"e~! R~;~ A-/~cller~,~,, Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: .~ ~,i Day phone Day phor~e TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA ~21 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm FZ/rTToP 'T~c~/ $~c~ Phone Address 1,453o ECHo Engineer's signature ~"~ ~ ~ Date DHHs SIGNATURE '~ ' Appr0v~d. for ' Disapproved/ bedrooms. conditional approval for bedrooms, with the following stipulations: Additional Comments The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in orderto satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The MunicipaJity of Anchorage is not responsible for errors or omissions in the professional engineeCs work. 72-025 (Rev. 1/91) Back MOA~F21 Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: LoT q~ ~3L~:3, ¢o~'~1 PReK -~/j) Parcel I.D. A. WELL DATA Well type If A, B, or C, attach ADEC letter. ADEC water System nQmber Log present(Y/N) Date completed : Driller Total depth Cased to Casing height. Sanitary seal (Y/N) Wires properly protected.(Y/N) FROM WELL LOG Date of test Static water level Well flow Pump level SEPARATION DISTANCES FROM WELL TO: t 200 2.00 Septic/holding tank on lot Absorption field on lot Public sewer main Sewer service line g.p.m. AT INSPECTION ; On adjacent lots ; On adjacent lots Public sewer manhole/cleanout Petroleum tank WATER SAMPLE RESULTS: Coliform Nitrate Other bacteria Date of sample: Collected by: B. SEPTIC/HOLDING TANK DATA Date installed '7/~1 Tank Size ~ooO d/~t Cleanouts (Y/N) ~" Foundation cleanout (Y/N) High wa~ter,ai~rm (Y/N) I'I:PL. · Alarm tested (Y/N) Date of ~umping . ~' / 3 0,./9 ~ i Pumper' SEPARAi'ION DISTANCEs FROM'SEPTIC/HOLDING TANK TO: Well(s)onlo~: ~',A. : ~ Onadjacentlots ~./L Foundation Topropertyline ~ 50 Absorption field Surface water/drainage 7/oo ' Compartments 2_ Depression (Y/N) Watermain/serviceli'ne ~ =$' ?~a tl.,q.~. 72-026 (Rev. 7/91) Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Size in gallons Vent (Y/N) High water alarm level "Pump on" level at Manufacturer Manhole/Access (Y/N) "Pump off" level at Cycles tested Meets MOA electrical codes (Y/N) SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot On adjacent lots Surface water D. ABSORPTION FIELD DATA Date installed 7/~1 Soil rating ¢ Length ,~O Total absorption area Depression over field (Y/N) Results (pass/fail) Peroxide treatment (past 12 months) (Y/N) Width 3o" FER I~./~./~. Gravel thickness Cleanouts present (Y/N) Date of adequacy test for ~ System type Total depth Y If yes, give date Io ~ 12 bedrooms SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot hi .Pi. To building foundation On adjacent lots Surface water ~, zoo' Curtain drain On adjacent lots N .A · Property line To existing or abandoned system on lot Cutbank t,l.A. Water main/service line Driveway. parking/vehicle storage area E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect ~¢,..date of this inspection. Engineer s Name ~ ,~o ~ ¢. ~o~ Date ,z~3~...' c~. 3589 .? HAA Fee $ / 7¢ ~ ~ Waiver Fee: $ Date of Payment ~ ~/~ ~ ~ Date of Payment Receipt Number %~ ~ ~2~ Receipt Number 72-026 (Rev. 3/91 ) Back MOA 21 DEPT. OF ENVIRONMENTAL CONSERVATION WALTER J. HICKEL, GOVERNOR ANCHORAGE DISTRICT OFFICE 800 E. DIMOND BLVD., SUITE 3-470 ANCHORAGE, ALASKA 99503 July 6, 1992 (907) 349-7755 FOR: Ted Moore PWSID Cf 213475 My review of the records on file in this office reveals that the South Park Subdivision Class "A" Public Water System, is in compliance with the routine coliform bacteria sampling requirements listed in Table C, and with the inorganic sampling requirements listed in Table B of 18 AAC 80.200. Sincerely, District Engineer KKK/pf MUNICIPALITY OF ANCHORAGE Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 Parcel I.D. # CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include 10t, block, subdivision, section, township, range) Location (address or directions) (b) Property owner Mailing Address (c) Lending Institution Mailing Address Telephone: (home) y Telephone (d) Real Estate Company and Agent Address Telephone (e) Mail the HAA to the following address: (or check hereof hold for pick up.) List contact person and day phone number below--~ 2. TYPE OF RESIDENCE Single-Family~ Number of bedrooms ~' 3, WATER SUPPLY Individual Well [] Community.~ Pub]ic [] Note: If community well system,(must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. SEWAGE DISPOSAL On-site ~1:~ Public [] Community [] Holding Tank [] Note:/ 'if community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 72-025 (Rev. 7/88) Page 1 of 2 '>lJot~ s,Je@u!Bue iEuo!sseJo~d eq) u! sue!ss! UJO JO ~JOJJe JOJ elq !suodseJ hou s! eBBJoqouv Jo ,ii!lEd!e! u nlAI eql 'penss! s! ehEo!J!hJe',) B eJoJeq E~Bp ez/~leuE Jo suo!loedsu! ~onpuoo ~ou op SHHO jo sae/,oldU~a 'shueuJeqnbeJ ehE3s pue IBJepe,t u!BhJeo ~Js!hEs oh JepJo u! suo!hnh!hsu! 6u!puel qeql pub SeLUoq JO sJesBqo~nd oh /~sehJnoo E SE s!q3 seep SHHO eqI 'B~SEI¥ JO e~B39 eq~ u! peJels!DeJ Jeeu!eue IBUO!SSeJoJd 3uepuedapu! uE,~q eAoqB S qd~l~BJed u! ue^!8 suogBhueseJde~ eq3 uodn,{lUO pesEq pehBo!Jpe9 IEAoJdd¥,~h!Joq~nv qhlEeH senss! (SHHO) seoiAJes uEuJnH pue qhlBeH jo hueuJhJEdeo eDEJoqou¥,to ,~!lEd!o!unl/N eq.L IEUOR!puoo lees s.JeeU!eU3 IB^oJddv IEUORipuoo Jo suJje/ Pe^°JddEs!C] "' /l~, pe^oJdd¥ ~q sLuooJpeq' ~' Jo,t pe^oJddv 'lVAO~dd¥ SHHa '9 e~BC] sseJpp¥ wJ!~ jo eWEN 'uogoedsu! s!q] J~) ahEp eqh uo hoej,te u! suoREInBeJ pub 'seouBu!p~o 'sepoo e~,BhS pub IEd!o!unlAI lie qh!A~ eouB!ldUJoo u! s! ~eiSXS lesods!p ~e]e~e~se~ lo/puB ~lddns Je]e~ e]!s-uo eq3 'uo!]oedsu! pue uo!~eS!3seAu! A~ ~o~J pue sel]l eeeJoqouv lo ~!led!olun~ eq~ ~o~¢ peu!e]qo uo.3e~olu! eq~ uo peseq ]eq~ ~J!JeA Jeq~Jnj I 'u]eJeq pe~eo!pu! eJn]onJ3s ~o ed~] pue s~ooJpeq jo Jeq~nu eq] Joj e~enbepe puu I~UO!]ounj 'etes s! ~e~s~s lesods[p ~e]e~e~se~ Jo/pue ~lddns ~e~e~ e~!s-uo eq~ ~eq~ s~oqs leAo~ddv A~!Joq~nv q]leeH s! q~ jo uo.~ee.~seAu. A~ ~eq~ AI!JeA I '~oleq u~oqs e~ep uo!leP!leA eq~ ¢o se pue o~eJeq pex!lse lEaS A~ Aq pe!~!~Jeo sv NOI~F~BOdNI ONV V~VO 'HOOVES 311d 'SZS3~ 'SNOI~O3dSNI DNlalAOMd ~Hld DNI~NIDN~ 'g ~I '' ~%~ ~ ~ ~ %~ ~ OF ANCHORAGE (MOA) ~ (,~}~,~¢~; '~, t,~lrlb~lfh' Authority Approval (HAA) ' ~,~,¢¢,\-~ ' CHECKLIST- FEBRUARY 1984 343-4744 ~ ~ ~ ~ ~} Legal Description: L~T q, ~ A. WELL DATA : ; ' ' ~&&S¢ ~ ' liA, a,C,D.E.C. Approved(Y/N) Well C~lassificatiOn Well Log Present (Y/N) Date Completed Yield Total Depth · Cased to Depth of Grouting Static Water Level Pump Set At Casing Height Above Ground Sanitary Seal on Casing (Y/~), . Electrical Wiring in Conduit (Y/N) Depression Around Wellhead (Y/N) SEPARATION DISTANCES FROM WELL: To Septic/Holding Tank on Lot ~ ~ ; On Adjoining Lots To Nearest Edge of Absorption Field on Lot ~ [ ~ ; On Adjoining Lots To Nearest Public Sewer Line To Nearest Public Sewer Cleanout/Manhole To Nearest Sewer Service Line on Lot Water Sample Collected by Date Water Sample Test Results Comments B. SEPTIC/HOLDING TANK DATA Date Installed -x/'~.~! Size Standpipes (Y/N) ~--- Depression over Tank (Y/N) Pumping/Maintenance Contact on File (Y/N) Holding Tank High-Water Alarm (Y/N) SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK: To Water-Supply Well ~ To Property Line ,~'~ ~ To Water Main/Service Line ~ ~--~ No. of Compartments . y Foundation Cleanout (Y/N) Date Last Pumped ;for TemporarY Holding Tank Permit (Y/N) h~'/~ Air-tight Caps (Y/N) To Building Foundation' To Disposal Field To Stream, Pond, Lake or Major Drainage Course Comments 72-026(Rev. 7/88) Front Page 1 of 2 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed T[~..~ ~ Width of Field '~0 Type of System Design Length of Field Depth of Field Gravel Bed Thickness ¢-~ /'1/ ~ Statndpipes Present (Y/N) ~ Date of Last Adequacy Test Square Feet of Absortion Area Depression over Field (Y/N) Results of Last Adequacy Test SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water-Supply Well To Building Foundation Lot To Water Main/Service Line To Stream, Pond, Lake, or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments To Property Line ~0 To Existing or Abandoned System on ; On Adjoining Lots .~ ,.~'"' L.~ To Cutback (if present) D. LIFT STATION N 0 ~ ~ Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Meets MOA Electrical Codes (Y/N) Comments Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. **Check Permitted Bedroom Rating Against HAA Request** I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. ,,.,~ Signed Date MOA No. Receipt No. Date of Payment Amount: $ Receipt No, Waiver Fee: Date of Payment Engineer's Seal 72-028 (Rev. 7/88) Back Page 2 of 2 DEPT. OF ENVIRONMENTAL CONSERVATION / ANCHORAGE/WESTERN DISTRICT OFFICE 3601 C STREET, SUITE 316 ANCHORAGE, ALASKA 99503 STEVE COWPER, GOVERNOR 563-6775 DATE: January 19, 1989 PWSID: 211091 To Whom It May Concern: According to the records on file in this office, the SOUTH PARK ESTATES Water System is in compliance with the State of Ala~~ Q~3inking Water Regulations. Sincerely, Environmental Field officer Drinking Water Program MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SiTE SEWER AND WATER FACILITY 264-4720 Application Date GENERAL INFORMATION (a) Legal Description (include lot, block, sub~wnship, range) Lot 4, Block 3, Southpark~Subdv. ~-//4/ /~ Location (address or directions) 16231 Chasewood Lane Anchorage (b) Applicant Name Tom Marshall Telephone:Home 3/45-3188 Business 263-423 Applicant Address 162~1 Chasewood Lane, Anchorage AK. 99516 (c) Applicant is (check one): Lending Institution []; Owner/builder E~; Buyer []; Other [] (explain}; (d) Lending Institution R~C.~]T,ity NRtic~n2q Rank Telephone 786-0255 Address P.O. BOX 77-777 Anchorage AK. 99510-7067 (e} Real Estate Company and Agent N/A Address Telephone (f) MailtheHAAtothefollowingaddress: Pickup by Engineer TYPE OF RESIDENCE Single-Family~ Multi-Family [] Number of Bedrooms _ '~ Other WATER SUPPLY Individual Well [] Community [] Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. SEWAGE DISPOSAL Onsite ~ Public [] Community [] Holding Tank [] Note: If community well system, must ha~e written confirmation from the State Department of Environ mental Conservation attesting to the legality and states. Page 1 of 2 72-025111/84~ 5. ' ENGII~EERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm - Telephone ~AULt- RIVER ENGINEERING Address EAG~ ,,, Date ~'-/~/<:5c 5-- P. 0. BOX 773294 §~4-5195 DNEP APPRO"~L Approved for [~.~"~;:~-- bedroor~:~. Approved ~" ' Disapproved ./ Terms of Conditional Approval __ Co~nditional CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 WELL DATA /"'~}NICIPABTY OF ANGI~OP. AGE DEPT, MUNICIPALITY OF ANCHORAGE (MOA[~NVIRONMENTAL PROTECTION HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST- FEBRUARY 1984 264-4720 Well Classification ~___../~r5 '~" If A, B, C, D.E.C. Approved (Y/N) Well Log Present (Y/N) Date Completed Yield Depth of Grouting Pump Set At Sanitary Seal on Casing (Y/N) Depression Around Wellhead(Y/N) Total Depth Cased to Static Water Level Casing Height Abo~e Ground Electrical Wiring in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line Cleanout/Manhole Water Sample Collected by Water Sample Test Results Comments ; On Adjoining Lots ; On Adjoining Lots To Nearest Public Sewer To Nearest Sewer Service Line on Lot ; Date Date installed ] Standpipes (Y/N) Depression over Tank (Y/N) SEPTIC/HOLDING TANK DATA Size /~¢"~'c"~ No. of Compartments Air-tight Caps (Y/N) /)/. Foundation Cleanout (Y/N) ~ Date Last Pumped Pumping/Maintenance Contract on File (Y/N) /'/"/,.~ ;for Holding Tank High-Water Alarm (Y/N) .,/'~//~ Temporar~ Holding Tank Permit (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well To Property Line To Water Main/Service Line Course k' To Building Foundation /'¢ / To Disposal Field //2 z To Stream, Pond, Lake, or Major Drainage Comments Page I of 2 72-026(11/84) C, ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed /~,~/ Width of Field ,~¢ /' Square Feet of Absorption Area Depression over Field (Y/N) Results of Last Adequacy Test Separation Distance from Absorption Field. To Water-Supply Well To Building Foundation Lot /'/'/~'~.~ To Water Main/Service Line //_~ 7'- To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Type of System Design Length of Field ,.~,O / Depth of Field ?"~ / Gravel Bed Thickness 'E~ / j Standpipes Present (Y/N) Date of Last Adequacy Test ~ ~ ~ To Property Line /o '/- To Existing or Abandoned System on ; On Adjoining Lots To Cutbank (if present) '/~"'"-~- Comments D. LIFT STATION 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 Comments ** Check Permitted Bedroom Rating Against HAA Request ** Signed ~~ Company ~/¢" Receipt No. ~.~. ,~'7 '~'D..., Date of Payment Amount: $ I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Date MOA No. · ' ,',,:~.. Engineer's Seal Page 2 of 2 82b "L" STREET ANCHORAGE, ALASKA 99501 (907) 264-411 '1 Caribou Investments, Inc. 619 East 5th Avenue Anchorage, Alaska 99501 November 18, 1981 Subject: Lot 4' Block 3 Southpark Terrace Estates Subdivision An inspection was performed on the sewer system located on the above subject property. It was noted that there was water standing in the perforated sump at the end of the seepage trench. This indicates a water table has possibly infiltrated the sewer system. Prior to approval to the lending agency, this department will ask that a second soils test be performed to determine the depth of the water table. In the event a water table has infiltrated the seepage trench, the sewer system will need to be redesigned. If theme are any further questions, please call this office at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw CC: Alaska Pacific Bank Post Office Box 420 99510 APPLI( ' IT FILLS OUT UPPER HA , ONLY Property Owner Caribou Investments, Mailing Address 619 East 5th Avenue ZipCode 99501 Buyer Tom Marshall Address Zip Code Inc. J Phone Lending Institution Address Realty Co. & Agent Address Zip Code Zip Code Phone Lega~Description Lot 4 Block 3 Southpark Terrace Estates Subdivision Water Supply [] Individual ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. :~Community For wells drilled prior to that date, give well depth (attach log if available). [] Public Utility Sewer Disposal ~:lndividual Year Indivlduallnstalled: July 29, !99! [] Public Utility When Connected to Public Utility: [] Holding Tank NOTE~ THE INsPEcTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time ' Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: ( ~ ) APPROVED BEDROOMS 'CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) CONDITIONAL APPROVAL* Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received '~ ~ \ Well to Tank Septic Tank Size /~(' 72-023 (3/82} . DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR ,MUNICIPALITY OF ANCHORAOF JVJUNJCIPALITY OF ANCHORAGE DEPT. OF HEALTH &  DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTEC~J~NRONMENTAL PROTECTION 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL SANITATION DIVISION NOV 9 1981 Te,e.ho.e 26'"720 R E C E 1 V E D REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTYOWNER J PHONE Caribou Invesments Inc,/Larry WrightJ 276-0000 MAILING ADDRESS 619 E. 5th AVe. AnchoraGe. Alaska 99501 PROPERTY RESIDENT (if different from above) PHONE Lot 4 Blk 3 Southpark Terrace Estates .... 2. BUYER PHONE MAI LIN G ADDR ESS 3. LENDING INSTITUTION J PHONE Alaska Pacific BankJ 276-3110 MAI LING ADD R ESS 101 W. Benson AnchoraGe. Alaska 99503 4. REALTOR/AGENT PHONE Larry Wright 337-3831 MAI LING AD DR ESS 5qOl E. 30~h An~hn~a~.Ala.q~ ggsR4 5. LEGAL DESCRIPTION Lot 4 Blk 3 Southpark Terrace Estates STREET LOCATION Chasewood Lane 6. TYPE OF RESIDENCE NUMBER OF~BEDROOMS [] One [] Four [] Other [~ SINGLE FAMILY [] Two [] Five [] MULTIPLE FAMILY E~ Three [] Six 7. WATER SUPPLY [] INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled [~ COMMUNITY since June 1975. For wells drilled prior to that date, give well [] PUBLIC UTI LITY depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM [] INDIVIDUAL/ON-SITE** 1981 YEAR ON-SITE SYSTEM WAS INSTALLED. [] PUBLIC UTI LITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79) THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTI LITY Connection Verified LOG RECEIVED 3, SEWAGE DISPOSAL SYSTEM PERMIT NUMBER []]INDIVIDUAL/ON -SITE DATE INSTALLED []PUBUC uT uzY Connection Verified INSTALLER [] Septi~ T.~nk oz [] Holding Tank ] ~-~'O ()'[f Tank is homemade SOILS RATING :I'." , · .: . -,t .., Size: give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4, DISTANCESwELL TO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5, COMMENTS [] APPROVED FOR BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [~] DISAPPROVED DATE BY 72-010 ("Rev. 6/79) DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE/WESTERN DISTRICT OFFICE 437 "E" STREET, SUITE 303 ANCHORAGE, ALASKA 99501 BILL SHEFFIELD, GOVERNOR Telephone: (907) Address: 274-2533 PWS 1.0.# ~ // To Whom it May Concern: According to records on file in this office the ~/~'A~/L~' ?~_--] Water Systemis in compliance with the St~e Drinking Water Regulations Sincerely,