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Home My WebLink AboutSKY RANCH ESTATES #1 BLK 5 LT 25Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP231156 PID Number: 515-301"13 Dwelling: A Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ TwD Single Family Project: [3 New [K Upgrade Name Rabin Calvert ORPTIdN FIELD A_�EDIND Trench E] Wide Trench E] Sed ❑Mound Site Address 5430 Whispering Spruce Dr other Phone Number of Bedrooms Sol] Rating depth from original grade 4 • crs1= 17rolal Ft. LEGAL DESCRIPTION Depth to pipe invert from origins da Gravel depth beneath pipe pt Subdivision Block Lot Sky Ranch Estates #1 5 25 Fill added above odglnal grade of length Ft Ft. Townshlp Range Section Gravel w1d0t Ft. Dods: Number of Lines Dis r a behveen Iloas Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorptlan area Number of trenches Dist_ between ches From Tank Field Tank Llne FN t Well 1100+ TANK ® Septic ❑ S.T.E,P. ❑ Holding D Other Manufacturer Greer Capacity 1250 Gal. Surface Water 1100+ Material p01Y Number of compartments 2 Lot Lino 10+ 1 NA Foundation 10+ 1 � I L TATION Manufnc Capacity nal, Remarits Aiann iocation Electrical Installed by PIPE MATERIAL House to tank Castnk to 3034 drain Installer Alaskan Heritage Green Homes Orainfluld COXIT inspector Mike Anderson BENCH MARK (Assumed elovatiort) 100 It Inspection 1m 6-17-2023 Location and deserlption dates: Man hole riser lid int �s� ON-SITE WATER AND WASTEWATER SECTION APPROVAL Conditional Approval: Gate 01 ni Septic Syste CE �� N°' 04119 Approved 7. Date�_� No : thls approval sloes not include well permit requireeats. (Rev 051021 0 '* .� rm jo rz 7,M ml 1iAle O 1 Q 1 w�, 1 _� u, _ r .E immil SKY RANCH EST'AT'ES #1 , J L2 PERMIT # OSP312i56 0 p[o�j of~x BENCHMARK ('roP OF MANI IOLE): 100.0 PROFILE ASBUILT (NOT TO SCALE) MUNICIPALITY OF ANCHORAGE �svent On -Site Water & Wastewater Program `o Is, PO Box 196650 4700 Elmore Road i Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite Departnient On -Site Wastewater Disposal System Permit Permit Number: OSP231156 Effective Date: 6/15/2023 Work Type: SepticTank Upgrade Expiration Date: 6/14/2024 Tax Code Number: 01530113000 Site Legal Address: SKY RANCH ESTATES #1 BLK 5 LT 25 G:2737 Site Mailing Address: 5430 WHISPERING SPRUCE DR, Anchorage Owner: CALVERT ROBIN L Lot Size in Sq Ft: 14119 Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING Total Bedrooms: 4 This permit is for the construction of: ❑ 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 j Special Provisions: • Prior to tank installation, locate the beginning of the field to ensure that the required 5' separation will be met. J Ree6ved*: �55y1 P �y i��l d P iso >7 �y✓� s f Issued By: U(/ Date: Date: lS MUNICIPALITY OF ANCHORAGE i� Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTICIWELL PERMIT APPLICATION j :L9X�"y PE Parcel I.D. 015-301-13 Property owner(s) Robin Calvert Day phone Mailing address 5430 Whispering Spruce Dr. Site address 5430 Whispering Spruce Dr. Legal description (Sub'd., Block & Lot) Sky Ranch Estates #1 B5 Lot25 Legal description (Township, Range & Section) Lot Size 141119 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) Q (w/wo ADU) Septic Tank 0 Upgrade X Duplex (D) F1Holding Tank F-1Renewal ElMultiple Dwellings ❑ Privy ❑ (SF and/or D) Private Wel ❑ Water Storage ❑ THIS APPLICATION INCLUDES A 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: _ � 3 � jo Waiver Fees: Date of Payment: (,--/3�z 3 Receipt Number: 013613 Permit No. () S P Z 31 t 5 (o Date of Payment: Receipt Number: Waiver No. y ,....tcwa..., .+c �.+�cvc+uNu ron+ oc+v+uw+uwwniy .�a+c+y+vn .enc vrnw+ onu Vyr aa+c+u u+RTS1ChCrn•+ca�+**f�ti4+*t**+i�r�f{niistlttilit'.,f{1t; Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231156, Deb Wockenfuss, 06/15/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231156, Deb Wockenfuss, 06/15/23 GRE ANCHORAGE AREA BOR IGH Department of Environment Quality 3500 Tudor Road Anchorage, Alaska 99507 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATI ON ~! '¢~ ~ MAILING ADDRESS ~2¢f,*'? ~}' '/'~"£17' PHONE ~"~ - g¢:~'? LEGALDESCRIPTION /~¢;r' ~2~.~ ?C.}I ¢:,~./L -/}-~ ~'~dl/ /~/?/¢~/.¢ ~'~ SEPTIC TANK: DISTANCE FROM WELL ~/' INSIDE LENGTH MANUFACTURER INSIDE WIDTH. NUMBER OF / MATERIAL ~-:Z¢~, .COMPARTMENTS LIQUID DEPTH LI(~UID CAPACITY/~-£-~ GALLONS. TI LED FB~tBI_=~IiE~L- DISTANCE FROM WELL /OO ge' FOUNDATION NUMBER OF LINES ABSORPTION AREA DISTANCE BETWEEN LINES / DEPTH: TOP OF TILE TO FINISH GRADE d~¢ ! TOTAL LENGTH ,¢'}~ ! NEAREST LOT LINE OF L. INES TRENCH WIDTH ~ IN. TOTAL EFFECTIVE SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER .2,~ ¢/~. //.~// MATERIAL BENEATH TILE¢/(~'"/o~ IN. ABOVE TILE '~./-¢~-~'¢~ IN. WELL: TYPE .'-~-~./Otd . CONSTRUCTION BUILDING ~¢ / NEAREST FOUNDATION , LOT LINE CESSPOOl ~'~ '! Df~ I L L L~ £b .DEPTH /~2 /'/- NEAREST SEWER LINE OTHER SOURCES SEPTIC SEEPAGE __, TANK / ~ t/l, SYSTEM APPROVED _ ~/'~ DISAPPROVED REMARKS DISTANCE FROM: DISTANCES: DIAGRAM OF SYSTEM INSTALLED BY: '~-h4;/ (-~t~l~/Z~/ SEWER LINE DEPTH: PIPE MATERIAL: LOT SLOPE: REMARKS: G.A.A.B. Form PW.027 GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C"STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-456 I SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO. PHONE FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK ~" SEEPAGE PiT TO NEAREST LOT LINE. WELL TO SEPTIC TANK WATER MAin TO SEPTIC TANK DRAIN FIELD SEPT,° TANK, TO RIVER, LAKE, STREAM, .... SEEPAGE PIT f~L~} i' ALSO CONSIDER AREA WELLS. ., SEEPAGE Pit /~//~ CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET iNTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IKON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT I CERTIFY THAT [ AM fA~1[LIAR WITH THE KEQUIREMENTS OF GREATER ANCHORAGE AREA ~OROUGh ORDINANCE NO, 2~~68 AND THAT THE ABOVE D ~ ~ APPLICANT'S SIGNATURE GREATER ANCtlORAGE AREA BOROUr" Department of Environmental 3330 "C" Street Anchorage, Alaska 99503 , / SOILS LOG - I EROI,AIION IESi Performed for /~_ec;/ _/~?~/~:~= Legal Descmpt~on. j~ ~ '4~ .~- :)7~ ~ ...... ~ ~a]¢ ' Th~s form reports: So~ls log_~ ,7' ty Date Per fo rnle d..~¢~_~__ Percolation test [)e p t Feet 1 3- 4- 5- 6- 7- 8- 1 0 - 1'1 12 =- 14- , /~[as 9round water encountered? If yes, at wi~at depth? Reading Date Gross l'ime Net Time Depth to Water Net Drop Percolation rate minute. -Proposed installa~]~-n?-"~-6-G-I~a--ge Pit Drain Field bepth of Inlet .................... · Deptl~-'t-o--b-6t-E6~n--o~f- pi t or Lrench COHHEN'rs: E(~-040 (6/74) MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH DEPARTMENT OF ~ALTH AND ENVIRONMENTAL PROTECTION APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE 1. General Infomnation Application Date April 29, 1985__ (a) Legal Description (include lot, bl.ock, subdivision, section, township, range) ~ Lot Location (address or directions) . 5540 Whis_pp~j~g S~ruce Drive (b) Applicants Name Dennis Ma~u~_ire _ Telephone - Home z3iS=~Sp~uainess (~c) (d) (e) Applicants Address 5540 ~ppering. spruc, e~r_~_~o_~~q~ Applicant is (check one) Lending Institution Bnyer [~ ; Other ~_~ (explain);. Lending Institution :' Telephone Address ~ ~''.. ''~'" '~ ' ~' Real Estate Co. & Agent ___ '.:' , Address Telephone (f) Mail the HAA to the following address: Dennis Maguire 2. ~ of Residence Single-Family ~ Multi-Family ~ Other (describe) Nnmber of Bedrooms Foup 3, Water Su~l_~ ~ote: I~ communS~y well system, mus~ have ~Stton con~mat~on ~rom ~ha Stare Depac~mene of ~n~ro~en~al Conservation a~restlng to ~he legality and s~a~us. 4. Sewage D~s~osai 0ns~to ~ Public Note: If community well system, must have written co~irmation from the State Department of Enviro~ental Conservation a~testing to the legality and status. [Page 1 of 2] 5. En.~inea~ Firm Providing Ins_p_~t_io~n~, T___e.st_~s, F____i_le Search~ Data and Information As certified by my seal affixed hereto and as of the validation date sho%m 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 ~lchorage 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 regula- tions in effect on the date of this inspection. Name of Firm CRW 3900 Arctic Blvd, Suite 203, Address~ Telephone 562-3252 Anchorage, AK 99503 Date April 29, 1985 DH~E P__~.~r sv al Approved for ~f~__ bedrooms Approved .~_ Disapproved Terms of Coaditional Approval Conditional CAUTION Tt~: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION (DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON Tt{E REPRESENT- ATIONS GIVEN IN PARAGRAPH 5 ABOVE BY AN INDEPENDENT PROFESSIONAL ENGINEER REGISTgRED IN THE STATE OF ALASKA. TIlE DHEP DOES THIS AS A COURTESY TO PURCHASERS OF HOMES AND THEIR LENDING INSTITUTIONS IN ORDER TO SATISFY CERTAIN FEDERAL AND STATE REQUIRE- MENTS. 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. (DHEP SEAL) RR4/eJ/D18 [Page 2 of 2] 7-19-84 MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 Private Well Classification Well Log P~esent (Y/N) NO Total Depth 235 ' Cased to Static Water Level 160 Casing Height Above Ground 1 ~" Elect~tical wiring in Conduit (Y/N) · Yes Separation Distances f~cm Well: To Septic/Holding Tank on Lot 104 To Nearest Edge of Absorption Field on Lot To Nearest Public Se'wet Line N/A MUNICIPALITY OF ANCNORAGE OEPT. OF HEALTH & ENVIRONMENTAL PROTECTION i Legal Description: ~E~,J~iF~tl 5 If A, B, ~ C, D.E.C. Ap~O~(Y~) ~te ~pleted _ 19~5 Yield 2~' _~pth of G~outing [].u~nw~ ~ ~t At 230' OPM Sanitary Seal on Casing (Y/N) Yes Depression A~ound Wellhead (Y/N) NO ; On Adjoining Lots 130 ' ; On Adjoining Lots To Nearest Public Sewer To Nearest Sewer Service Line on Lot Looney ; Date April 26, 1985 Acceptable Cleanout/Manhole N / A Wate~ Sample Collected By B. Water Sample Test R~sults CuL,tents 130' 1~0 ?0' B. SEPTIC/HOLDING TANK DATA Date Installed 1975 Size 1,250 gal. No. of Con~a~tm~nts 2 Standpipes (Y/N) Yes Air-tight Caps (Y/N) Yes Foundation Cleanout (Y/N) Yes Depression ove~ Tank (Y/N) No Date Last Pumped July 1984 Pumping/Maintenance Contract on File (Y/N) N/A ; for N/A Holding Tank High-Water Alarm (Y/N) N/A Temporary Holdil~3 Tank Permit (Y/N) N/A Separation Distances f~om Septic/Holding Tank: To Water-Supply Well 10q ' To P~ope~ty Line 35' T9- water' Main/Service Line · ~ Course N/A N/A TO Building Foundation To Disposal Field 15 ' To Stream, Pond, Lake, c~ Major D~ainage ' C6mm~nts [Page~ ~i' O~' 2~]', '~ 2-15-84 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed 1975 Width of Field 3' Square Feet of Absorption A~ea Depression OVer Field (Y/N) Results of Last Adequacy Test 225 S.F./B.R~ype of System Design Trench Length of Field 50' Depth of Field I 2 ' Gravel Bed Thickness 8.5 850 Standpipes P~esent (Y/N) Yes No Date of Last Adequacy Test 4/26/85 Acceptable Separation Distance from Absorption Field: To Weter-Supply Well To Building Foundation Lot N/A To Water Main/Service Line To Stream/Pond/Lake/or Major D~ainage Coz~se ~1/~ To D~iveway, Parking A~ea, or Vehicle Storage A~ea C~u~ents 130 To P~operty Line 10 ' 55' To Existing or Abandoned System on ; On Adjoining Lots 25' N/A To Cutbank(if lm~esent) N/A 70' D. 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 du~ing Adequacy Test. M~ets MOA Co~nents Check Permitted Bedroom Rating Against HAA Request I certify that I have checked, verified, or conformed to all MOA HAA Guidelines in effect on the date o/f,t.~h~ inspection. [ ~,~t~~l Signed /~~ Date p9 ~p~]~ 1985 APPLIC FILLS OUT UPPER HAl. ONLY Property Owner Phone Thomas and Cassandra Brotherton MaillngAddress 13827 S.E.192nd St. Renton, Washington ZlpCode Buyer Dennis and Linda Maguire Address 5540 Whispering Spruce, Anch.,Alaska ZipCode 345--0620 Phone Lendinginstltutlon Alaska Pacific Bank Address 101 E. BeriBeri, Anch. ~,AlaBka Zip Code Phone Realty Co. & Agent ~re~ Pemberton, ERA Crown Realty Address 1205 E. International, Anch. Alaska ZipCode 99502 561-1667 LegalDescrlptlon Lot 25, Block 5, Sky Ranch Estates ~! Street Localic~ c~z Whispering Spruce Type of Residence ~ Single Family [] Multiple Family No. el Bedroowm [] Other Waler Supply ~dlvidual ATTACN WELL LOG. A well log is required for all wells drilled since June 1975. ommunity For wells drilled prior ~o thai dale, give well depth (attach log if available). [] Public Utility Sewer Disposal t~ Individual Year Individual Installed:_ [~ 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 r Inspector Inspector Inspector Inspector Field Notes: MUNICIPALITY OF ANCHORAGE DEPT, OF HEALTH ~, .~.~/.~ ENVIRONMENTALMAy 2,-' q PROTECTION ~'~c,~ ~700 RECEIVED (~) APPROVED BEDROOMS *CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) CONDI~ON&~ APPROVAL* DATE ~ ~ '?~q C Well to Tan~ Septic T~k Size / ~ ,~ 12-023(318~) ALASKA BI]UIRODmeDTAL CODTROL S I4LIIC $, I[1C. ~n~in¢¢rin§ & ~{nuironmcnlal $1u,Jics MAY 25 1983 THOMAS BROTHETON 5540 WHISPERING SPRUCE ANCHORAGE AK 99507 SELLER - THOMAS BROTHETON BUYER-DENNIS MAGOIRE SUBDIVISION-SKYRANCH ESTATES UNIT #1 BLOCK-5 LOT-25 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 850 SQFT. THE SYSTEM IS CAllABLE OF ACCEPTING 600 GALLONS OF WATER PER DAY, THE SURGE CAPACITY OF THE SYSTEM IS 900 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 4 BEDROOM HOME. SEPTIC TANK ADEQUACY THE EXISTING SEPTIC 'rANK VOLUME OF THIS 4 BEDROOM HOUSE. ~ ..... ..:.,,.?,~_ ~tfOFE~v~ 1250 IS ADEQUATE FOR 1200 LUesl 33rd J~ucnue, 5ui1¢ B · Pmchoraq¢, Alaska 99503 · (907) 276-1361 1 · INSPECTION APPOINTMENTS TIM-~ TIME TIME DATE DATE DATE= INSPECTOR ' INSPECTOR INSPECTOR MUNICIPALITY OF ANCHORAGE O DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION 826 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL SANITATION DIVISION Telephone 264.4720 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIDNS: Complete all parts on page 1. Incomplete requests will not be processed, Please allow ten (10) days for processing. 1. PROPERTY OWNER PHONE ~--AI LING ADDRESS PROPERTY RESIDENT (If different from above) ~ ~O~d~) PRONE ~BUYER PHONE MAILING ADDRESS md ~ LENDING INSTITUTION PRONE MAILING ADDRESS ~'. LEGAL ESCRIPTION STREET LOCATION 6, TYPE OF RESIDENCE NUMBER OF BEDROOMS [] One ,,~' Four ~/~ SINGLE FAMILY [] Two ~] Five [] MULTIPLI:_ FAMILY [] Three [] Six [] Dther 7, WATER SUPPLY ~ INDIVIDUAL* ' ATTACH WELL LOG. AweII~og srequ red for all wellsdrilleC [] COMMUNITY since June 1975, For wells drilled orior to that date, givo wel [] PUBLIC UTI LITY ' depth (attach Icg if available.) 8. SEWAGE DISPOSAL SYSTEM p ~ NDIVIDUAL'ON-SITE~ YEAR ON-SITE SYSTEM WAS INSTALLED. ~ PUB_lC UTILITY 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 UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER []INDIVIDUAL/ON -SITE DATE INSTALLED EDPUBLIC UTILITY '"~ ~'-D ~ Connection Verified INSTALLER E~]Septic Tank or []Holding Tank Size:_/'-~L--~""O If Tank is homemade SOILS RATING give dimensions: 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 [~;;]/~APP R 0 V E D FOR Z~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED 72-010 (Rev, 6/79) ALASKA HON~ 27 FIUIROIlmgFITAL cOrlTROL 3/5/82 iAL L $ RUIC $, IFIC. MUNICIPALITY OF ANCHO~,^(;E R CEI VED NATIONAL BANI~ OF AK/LEBAR POUCH 7-025 ANCHORAGE AK 99503 SELLER - CBARLES LAURENC SUBDIVISION-SKY RANCH ]~3TATES BUYER-BROTHTON BLOCK-5 LOT-25 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE O~J' ABSORPTION SYSTEM IS A PIT WITH AN AREA OF 1200 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 600 GALLONS OF WATER PER DAY. THE SURGE CAPACI~5~ OF THE SYSTEM IS 900 GALLONS. BASED UPON THE TEST DATA T[tE SYSTEM IS ACCEPTABLE FOR A 4 BEDROOM HOME. THE SEPTIC TANK WAS PUMPED ON 10-4-80 . SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF THIS 4 BEDROOM HOUSE. 1250 IS ADEQUATE FOR 1220 [Uesl 251h Aucnu¢ · Anchora(~¢, Alesk~ 99503 · (907) 275-1361 February 18, ].982 Charles & Ann Laurence S RA Box 1635 A Anchorage, AK 99507 Subject: Lot 25, Block 5, Skyranch Estates ~1 Dear Mr. & Mrs. Laurence~ Approval for the individual sewer and water facilities canuot be granted until the following items have bee:] completed~ The water analysis report needs to be submitted to this office from the Chem Lab, 5633 B Street, for our review. The septic tank pumped with a receipt submitted to this department. Expose the septic tank manhole to verify its existence. An adequacy test needs ~o be performed on the existing leaching area. This test will determine if the system is adequate according to National Standards. A listing of private firms performing the test is enclosed° This report needs to be submitted to this office for our review. Please notify this department for a reinspection when the noted discrepancies have been corrected. If there are any further questions, please call this office at 264-4720. Sincerely, Robert Co Pratt Associate Environmental Specialist cc: Pat Kruse, Century 21 [VIUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTEC'rlON 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL ENGINEERING DIVISION Telephone 264-4720 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete al parts on page 1. Incomplete requests will not be processed. Please allOW ten (10} days for processing. PHONE PHONE PHONE MA I G ADDR 3, 5, LEGAl., DESCRIPTION STREET LOCATJ QN, [--I MULTIPLE FAMILY [~'~ INDIVIDUAL' [] COMMUNI'rY [] PUBLIC UTILITY NUMBER OF BEDROOMS [] One [] Four [] ~'t~w o [] Five ~/Three [] Six [] Other ATTACH WELL LOG. A well log ~s required for all wells drilled since June 1975. For wells drilled odor to that date, give well depth {attach log if available.} 8. SEWAGE~ISPOSAL SYSTEM [~ INDIVIDUAL/ON-SITE~ [] PUBLIC UTILITY ~' f individual/on-site, give installation date If system's over [wo (2) years old art adequacy test is reouired by this Department, NOTE: THE INSPECTION FEE MUST ACCOIVIPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. THIS SIDE FOR OFFICIAL USE ONL. DATE RECEIVED INSPECTION APPOINTMENTS TIME TiME TIME DATE DATE DATE NSPECTOR INSPECTOR NSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] StNGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [] INDIVI DUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connect[on Verified____ LOG RECEIVED 3, SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [~]IN DIVI DUAL/ON -SITE DATE INSTALLED []PU UC uT UTY Connection Verified INSTALLER []Septic Tank or [] Holding Tank Size: /~,~-t~ If Tank is homemade SO[LSRATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL ,~~ 4. DISTANCES Septic/Holding Tank Absorption ~rea Sewer Line Nearest Lot Line WELL TO: / d Absorption Area to nearest Lot Line 5, COMMENTS E~ APPROVED FOR ~.~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED DATE BY (Tit ) LEGAL DESCRIPTION 72-010 (Rev. 3/78) July 21, 1978 R&M No. 851553 Mr. Jerry Wunder SRA 1680-U Anchorage, Alaska 99507 Re: Adequacy Test on Existing Sanitary Sewer System; Lot 25, Block 5, Skyranch Estates Subdivision, Anchorage, Alaska Dear Mr. Wunder: At your request of July 10, 1978, we conducted a test of the septic system on the above described property. During this test the liquid level in the septic tank was monitored as water was added to the system. The measurements are su~mnarized in the following table: Liquid Level Below Top Total Gallons Time of Standpipe Added 1:50 8.2 0 2:00 8.1 25 2:13 8.1 75 2:25 8.1 125 2:40 8.1 175 2:55 8.1 175 3:10 8.15 175 The meter used during the test was a Rockwell 5/8" standard water meter which had previously been calibrated by R&M Consultants, Inc. If the 3 bedroom residence on the property is to house 6 people, the average load on the system can be expected to be 450 gallons per day or .31 gallons per minute. During the test, the system accepted 175 gallons in 80 minutes. This indicates an average effluent acceptance rate of approximately 2.2 gallons per minute at the time of the test. Because the house on the lot is occupied, we assume that the leach field was at its normal degree of saturation. We can therefore conclude that the system is disposing of effluent at an adequate rate for a 3 bedroom residence. July 21, 1978 Mr. Jerry Wunder Page -2- We appreciate this opportunity to be of service to you. Please contact us if you have any questions concerning this test or if we can be of additional service. Very truly yours, R&M CONSULTANTS, INC. Lynne Kosikowski Staff Geologist Project Manager JMB/kah MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 015-301-13-000 Expiration Date: 10/12/2023 Legal description SKY RANCH ESTATES #1 BLK 5 LT 25 Site address 5430 WHISPERING SPRUCE DR Anchorage AK 99516 Current property owner(s) ROBIN CALVERT X The On-site system(s) is/are approved for 4 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: Original Certificate Date: 7/12/2023 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA Approval_June 2022 MUNICIPALITY OF ANCHORAGE Development Services Department ? Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 015-301-13 Complete legal description SKY RANCH ESTATES #1 BLOCK 5, LOT 25 Location (site address) 5430 WHISPERING SPRUCE DRIVE, ANCHORAGE Current property owner(s) ROBIN CAL ERT Day phone 'k,- 2. ON-SITE SYSTEMS SIZED FORq _;f BEDROOMS 3. TYPE OF WATER SUPPLY: Z Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ® Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel Z Plastic ❑ Concrete ❑ Fiberglass Age NEW - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed Z Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: ❑ Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ 5/b Waiver Fee $ Date of Payment 6 /74/1.0 zJ Date of Payment COSA # 0 s C_ Z 3 12 ( ( Waiver # COSA Application.doc COSA Checklist.docx COSA Checklist Legal Description: Sky Ranch Estates #1 block 5 lot 25 Parcel ID: 015-301-13 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA Well log is filed with Onsite (or attached) Date drilled Pre 1975 Total depth 169.8 ft Cased to Unknown ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) >18 in. Date of flow test for COSA 5-25-2023 Static water level at beginning of test 164 ft. Well production at time of test 4+ gpm Water storage tank volume None gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate .238 mg/L Nitrate less than MRL (ND) Arsenic ND ug/L Arsenic less than MRL (ND) Collected by Tim Ecklund Date 5-25-23 Comments __________________________________________________________________________________ B. TANK DATA Measured operating fluid level in septic tank NA Date of pumping New Required maintenance completed, if AWWTS Comments: New Tank installed 6-20-23 C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: No lift station D. ABSORPTION FIELD DATA Which system tested (date installed) 7-3-75 ALL standpipes present per record drawing Total measured depth from grade 13.4 ft (max) Measured depth to pipe invert from grade 5 ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes (MT) go to bottom of effective. (ED) If not, state depth into effective Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) N If yes, enter date Adequacy test date 5-25-23 Results Pass Fluid depth prior to test 0 in Water added 1020 gal New fluid depth 22 in Elapsed time 60 min Final fluid depth 0 in Absorption rate 600 gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) 8-9’ ft Effective depth used 0 in Effective depth (ED) remaining 8-9’ ft Comments/Deficiencies: Approximate total measured depths from existing grade. COSA Checklist.docx E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft N/A – Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft If tank or field is under driveway comment below F. ENGINEER’S COMMENTS G. CERTIFICATION & 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, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Engineer’s Printed Name CURTIS HUFFMAN, PE Date 6-26-23 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & 6-26-23 I I i 10' WALKWAY I FENCE Tract C 10' UTILITY / EASEMENT / S 89.59'33"E MANHOLE ' / 0.5' CANT- 69.61 ANT- 69.61 e• r e*—Nt 8.1'x \ CHICKEN COOP Lot 26 RETAINING WALL ai WOODEN FENCE Lot 24 Lot 25 14,119 S.F. CAM • ` ASPHALT DRIVEWAY 7'x20.0' CANT 1� 30.0' _ I ICA LTI \ I Z CO,N O p N O 0 O En r N W O � C -o.': n 2R,,.1;1Almo PLOT PLAN As Bu1LT X SCALE 1" a 40' GRID SW 2737 Project No. 16-340/A3 Lang & S S o C i a t e S s inc. (150) Daryl Avenue, Anchorage, Alaska ``9 3049 A 907 522-6476 Phone kenOlongsurvey.com Professional Land Surveyors jonafhanOlangsurvey.com OF, AL.1�'ARQ�1 frovisOlongourvey.com �%�.. • ..A' ?ef• �1. I hereby certify that I have surveyed the following described property: - W.. LOT 25, BLOCK 5, SKY RANCH ESTATES #1 (PLAT No. 71-166) / *: 49TH yt Anchorage Recording District, Alaska, and that the Improvements situated thereon aro within the property lines and do not encroach onto the property adjacent thereto, that no Improvements on the property lying adjacent thereto encroach on the surveyed / premises and that there aro no roadways, transmission lines or other visible KENNETH G. LANG easements on sold property except as indicated hereon. ��•, 10. 5 02 Dated this the ss Day of Jopa � � at Anchorage, Alaska ,1 fF9F0 41" �� SJi 1i, PAOFESS10m0y -No ' It is the responsibility of the owner to determine the existence of any easements. IN116 covenants, or restrictions which do not appear on the recorded subdivision plat. State of Alaska AECC963 • 0. 6 C. • 1 Municipality of Anchorage ,r< On-Site Water and Wastewater Program An) ;r:',; ,,� ' ! tat" (907) 343-7904 a AFETV =L DEC 1 8 2017 Certificate of On-Site Systems ApprovaI A� Parcel I.D. 015-301-13 Expiration Date S-3 1. GENERAL INFORMATION: Complete legal description SKY RANCH ESTATES#1; BLOCK 5, LOT 25 Location (site address) 5430 Whispering Spruce Drive*Anchorage 99516 Current Property owner(s) Krista&James Whitlock Day phone 242-2365 Mailing address Real Estate Agent Day phone 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class _Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: Date: /2/�e,7 COSA to be released to the engineer,unless otherwise requested by the engineer. l COSA Fee $ `rj P ' Waiver Fee $ Date of Payment I ai/i l!9- Date of Payment Receipt Number 03a-°16 . Receipt Number COSA# 0 )C.0'15-9-1 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. Name of Firm: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101-Anchorage, Alaska 99507 l Engineer's Printed Name: Jeffrey A. Garness Date: (2-/ I.c i - 0000Pp0� In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system oOF A / 'N in accordance with the guidelines and regulations established by the Municipality of Anchorage and o � ..:1 industry practices. The reported results describe the condition of the system/s on the date/s of the O P • f -QO evaluation. Separation distances were measured to readily identifiable features. Hidden defects or �� • �'� encroachments may exist that were not identified during the evaluation. The operational life of all wells , . '1-g H ��. VO and septic systems depend upon a variety of variables, including but not limited to, soil conditions, / ( groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship),and the water usage of the family utilizing the system/s. These conditions can vary,and �' are outside the control of GEG. Satisfactory test results do not guarantee future performance of the / •••,eff ' mess.: a system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of vp 9 •. CE—79 Q� the well or septic system. GEG makes no representation whether an alternative well or septic system VQ s •c�4 can be installed on the property in the event either of the current systems fail to perform adequately in 04 fP, 1 7/�,�r! �� the future. The content of this report is for the sole benefit of the person/party that retained GEG to %�Pdp:°{ess01:ate perform the evaluation. Reliance upon the information provided in this report by any other person or �� O000�� party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. l� ..•-kk\IY Clf=,`q(A,t 884 6. DSD SIGNATURE . ()\Q wvC.5�,z . , System #1 Approved for bedrooms z.--.. ON-SITE �� WATER AND Rt System #2 Approved for bedrooms WASTEWATER z E DisapprovedO_ ;cl PROGRAM Conditional approval for bedrooms with the following stip�.•:'•ns: 5p;= Pit ve .a1c I1M - iS 20 eats 6 By: � - Original Certificate Date:(- �2-2 C�"� '7 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 ?( Nitrate Advisory • Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 10.10-12.doc If more than 1 septic system is on the lot: COSA Checklist# of Structure served by this system Certificate of On-Site Systems Approval Checklist Legal Description: SKY EANCH ESTATES#1; BLOCK 5, LOT 25 Parcel ID: 015-301-13 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) NO Date completed PRE 7/3/1975 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth 168.9+ ft. Cased to UNK ft. Casing height (above ground) 18+ in. FROM WELL LOG AT INSPECTION Date of test 11/15/17 Static water level • ft, 168.9 ft. • '•' Well production g.p.m. 6.6+ g.p.m. WATER SAMPLE RESULTS: Coliform NEG colonies/100 ml. Nitrate ND mg./L. Collected by: GEG, Ltd. Arsenic: 5.32 ug./L. Date of sample: 11/8/17 B. SEPTIC/HOLDING TANK DATA *SEE ATTACHED PHOTO 42 YEAR OLD STEEL SEPTIC TANK IS APPROACHING THE END OF ITS USEFUL LIFE Tank Type/Material SEPTIC/STEEL Date installed 7/3/75 Tank size 1250 gal. Number of Compartments 1 Cleanouts (Y/N) YES Foundation cleanout (Y/N) *YES Depression over tank (Y/N) NO High water alarm (Y/N) N/A Date of pumping 11/4/17 Pumper AROUND THE CLOCK PUMPING C. ABSORPTION FIELD DATA •BELOW EXISTING GRADE AT MONITORING TUBE Date installed 7/3/75 Soil rating •.p.d./' 'or ft2/bdrm) 225 System type DEEP TRENCH Length 50 ft. Width 3 ft. Gravel below pipe 8-9 ft. Total depth *7.4+ ft. Eff. absorption area 850 ft2 Monitoring tube YES Depression over field NO Date of adequacy test 12/14/2017 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test 42.5 in. Water added 1578 gal. New depth ***58 in. Elapsed Time: 120 min. Final fluid depth **51.5 in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date - • MT EXTENDS APPROXIMATELY 6.03 FEET BELOW THE INVERT • **1.78 FEET BELOW THE INVERT • ***THE LAST 398 GALLONS THAT WERE INTRODUCED ONLY CAUSE A LIQUID LEVEL RISE OF 2 INCHES • DRAIN FIELD IS SHY ON SOIL COVER (ONLY 9 INCHES OVER TOP OF LATERAL AT THE SOUTH CLEANOUT)- SEE ATTACHED EMAIL FROM HOMEOWNER REGARDING NO FREEZING ISSUES • SEE ATTACHED ENGINEERING LETTER REGARDING THE UNDOCUMENTED MODIFICATION AND PREVIOUS ADEQUACY TEST RESULTS D. LIFT STATION Date installed Size in gallons Manhole/Access(Y/N) "Pump on" level at in. "Pump off'level at •• •• a er alarm level at in. II: ,. •• Cycles tested Meets alarm&circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 1001+ Public sewer main 75•+ Public sewer manhole/cleanout 100'+ Sewer/septic service line 25'+ Holding tank 75'+ Animal containment areas 50'+ Manure/animal excrete storage areas 1001+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+(ASSUMED) Water main 101+ Water service line 101+ Surface water 1001+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line '3' Building foundation 101+ Water main 101+ Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS *ASSUMED BASED UPON 2016 SURVEY BY KEN LANG, PLS. PER THE 1975 INSPECTION REPORT, DRAINFIELD IS 8 FEET FROM PROPERTY LINE.WE ARE REQUESTING AN AMENDMENT OF THIS WAIVER DOWN TO 3 FEET. 444/74. G. ENGINEER'S CERTIFICATION :'P,.•••'' '. , �\ '. * 0. I certify that I have determined through field inspections and . review of Municipal records that the above systems are in • ••• i conformance with MOA COSA guidelines in effect on this • • date. • of ey A. Garness: = Engineer's Printed)Name JEFFREY A.GARNESS • l. 1•,� • �0 t• ti�(/.. ....� Date Z/ �/��' v44 pROF/EsS\k 44 LICENSE "Ill%%wok** #AECC884 (Rev.10/12/12) • O• �0� 5�� , i '1 ' -•.._r , \ z N or o‘ 0 a 100' PROTECTIVE WELL RADI \ \\ / Lot 26 10' WALKWAY *-10' U ILITY EASEMENT RETAINING WALL 1 / WOODEN FENCE ,,^^ cci N V,\ _` S/89'S9'33"E 175.00_„ _„ _„ o -0 CHAIN-LINK r cn n, ('^ \ FENCEIIP o Z" 0.5'/CANT 27 64.7' Ni Z 0 1 o. / �1-0.7'x22.0' CANT r G') O I SEPTIC ft� p.8'x6.2' II I 6. (PIPES `/ai 0 .,(-) °' a 4r N RECESSED/-WELL o 'V �,. Tract CI I O�Cz ("Ja•� ENTRY w 69.6 �6'1. _RETAINING WALL 4 C 27.o. ASPHALT DRivEWaY - . Iil C7 f Lot 25 _ rn 1 14,119 s.f. v r_ 0.7'x20.0' CANT o 0 L / �` L� N 89'59'33"W 181.00' 30 SEPTIC PIPES \ 8.1'x5.6' 100' PROTECTIVE WELL RADIUS \ CHICKEN COOP \ Lot 24 \N \ \7 — � PLOT PLAN AS BUILT _X SCALE 1" = 40' GRID SW 2737 Project No. 16-340/A1 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 _a n g & Associates •I n C . (907) 522-6476 Phone �oopp�‘% (907) 522-4625 Fax • 0 F A ��044 Professional Land Surveyors kenOlangsurvey.com jonathanOlangsurvey.com 0 s�44V hereby certify that I have surveyed the following described property: 0 ' 49TH I\ '.•7 o LOT 25, BLOCK 5, SKY RANCH ESTATES #1 (PLAT 71-166) nchorage Recording District, Alaska, and that the improvements situated thereon are O , (A, ithin the property lines and do not encroach onto the property adjacent thereto, that ...,„....,,,P o improvements on the property lying adjacent thereto encroach on the surveyed • KENNETH 6. LAG(`^: o I remises and that there are no roadways, transmission lines or other visible DOn�,� r •�� Lc ....4.14- Or) Q� asements on said property except as Indicated hereon. V W` O)••P� '••.L5-5 0Z.•'. SJp� aced this the Day of at Anchorage, Alaska 4QW°g•SSIONA�- ao is the resnonsibility of the owner to determine the existence of any easements, ��00400da� . ..,• to_ .i-_ .., uan cs • GARNESS ENGINEERING GROUP, Acmynood �lm CIVIL&ENVIRONMENTAL ENGINEERS Dealer December 15, 2017 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Rd. P.O Box 196650 Anchorage, AK 99519-6650 (907) 343-7904 Ref: Sky Ranch Estates #1; Block 5, Lot 25 To whom it may concern: Garness Engineering Group (GEG) was initially contacted by the homeowner to perform a septic adequacy test and apply for a Certificate of On-site Systems Approval (COSA). On 11/15/2017 GEG performed an adequacy test with passing results. However, it was noted by GEG that there was an additional septic pipe to the north (see attached 2016 survey by Ken Lang, PLS) that was not shown on the initial 1975 inspection report. GEG then referred the homeowner to ARM Services to perform a camera inspection from the cleanout at the south end of the drainfield back towards the tank. During the camera inspection (on 12/8/2017) ARM Services found a "T" between the 1975 drainfield and the tank. The "T" could not be bypassed with a camera and had to be excavated. The homeowner then excavated the "T" for inspection on 12/13/2017. During the inspection it was noted by GEG and the MOA (Tim Ecklund was onsite) that there was a "Y" that went to an unknown drainfield and an additional "T" to an unknown drainfield (see attached photo). It was then determined by GEG and the MOA that the two unknown lines would be disconnected and the existing, documented 1975 drainfield would remain in place, but a new adequacy test would have to be performed with a minimum of twice the required amount of water introduced (per Tim Ecklund). The results of the second adequacy test are attached. A' Sincere) , ' i. effe. ss, P.E., M.S. resi ( r,€< 3701 East Tudor Road,Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com rc1 1.-- i S tv/ -t l / —�� ull 6v-^-)70-9 wf ! -6 , 0ZAi/F1 '21 iZ7 '5, r/ ! > tl'2 A-7\5 r L a , . *� s ti trat4411141113 ht.. if . ,lo 7.110.— ' ..._.... . - . _ - -- - ,. - - - • * • . 4- 4`it,ir-rt... • •. f' . `4111,. • • x Vit. �.~' w.• ./ 1 4Sts, Al. . 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