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HomeMy WebLinkAboutVALLI VUE ESTATES #2 BLK 1 LT 46 Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 'I of 2 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP211181 PID Number: 015-123-01 Dwelling: FE] Single Family (SF) El with ADU n Duplex (D) F] Two Single Family Project: 0 New N Upgrade Name CALVIN & MARILYN KERR ABSORPTION FIELD ❑ WN Deep Trench ❑El Wide Trench n Bed n Mound Site Address 6520 CROOKED TREE DRIVE El Other Phone lNumber of Bedrooms Soil �Rating Total depth from original grade 1.2 GPD/SF 13Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 6.0 Ft. Gravel depth beneath pipe 7 Subdivision Block Lot VALLI VUE ESTATES #2 1 46 Ft. Fill added above original grade Gravel length Township Range Section 0 Ft. 30 Ft. Gravel width 2.5 Beds: Number of Lines NA Distance between lines NA SEPARATION DISTANCES Ft. Ft. To) Septic Absorption i Lift Station I i Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field 1 Tank Line 420 Ft2 1 NA Ft. Well 100*+ 100'+ NA NA 25'+ TANK 90 Septic El S.T.E.P. El Holding El Other Manufacturer GREER Capacity 1000 Gal. Surface Water 100'+ I 100,+ i NA NA Material Number of compartments Lot Line 5'+ 10'+ NA NA NA HDPE 2 Foundation 101+ 10'+ i NA NA LIFT STATION I Manufacturer Capacity Remarks Gal. Alarm location Electrical installed by Installer Tank to PIPE MATERIAL Housetotank3034 drainfield 3034 A+ Home Services, Inc. Drainfleld 3034 COIMT3034 Inspector PES BENCH MARK (Assumed elevation) 102.9 ft Inspectes:tion v, 08/31/21 2 ndO9/01/21 da Location and description 3`d 12/2/21 4th See Site Plan, Bottom of house trim @ B ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: DateP OF -y, T_ H' Septic System %f7;� P0 Ct, r) E I J+9 Approved Date ? "'D Note: this approval does not include well permit requirements. PROFILESCALE: NTS1000G GREERPOLY TANKPANNONE ENG SVC, LLC (C.I. 1088)SCALE:1"=50' LOT 45 LOT 50 LOT 49 LOT 47 C R O O .E D T R E E DRIVE30.0R.O .W . P A V E D D R I V E W A YS34° 46' 20"W 33.63N 5 5 ° 1 3 ' 4 0 " W 1 1 0 . 8 8 N37° 26' 08"E 226.48N22° 59 ' 06"W 156 .02L=115.36R =205.0010' UTIL. ESMT.EG50.215 . 2 26.6 26.915 . 2 Lot 46, Block 1 Valli Vue Estates Unit No. 2 22,147 Sq. Ft. +/- 6520 Crooked Tree Drive 2 Story Wood Frame House With Attached 1 Car Garage EDG E O F P A V E M E N T 2 3 . 3 36.86 0 . 4 SSSSSSS SS S S SS PROFESSIONAL SEAL Date:Frontier Surveys, LLC Project No: 650 W. 58th Ave. Suite E Anchorage, Alaska 99518 As-Built Re-Certification Survey of: www.frontiersurveys.com Frontier Surveys, LLC I, Pierre Stragier, hereby certify that this Mortgage Inspection Survey was performed by me, or under my direct supervision on Plat:Grid:Ordered By: 907.460.1686 - info@frontiersurveys.com This survey complies with the ASPLS Mortgage Location Standards. The survey represents visible improvements and conditions at the time of the survey. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the existence of any easements, covenants, or restriction which do no appear on the record plat. Under no circumstances should this document be used for construction or for establishing a boundary or fence line. September 7th, 2021. Legend: Scale 1" = 30' Gas Meter Electric Meter/Outside Power Deck Septic Lot 46, Block 1 Valli Vue Estates Unit No. 2 General Notes: 1. This document is created for the purpose of a single property transaction and is subject to Federal Copyright Laws. 2. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. 3. All measurements/setbacks are to the visual/apparent building footprint. 4. All dimensions to property lines are plus/minus 0.1ft. Cal Kerr 21-667 09/07/2021 74-148 2538 Concrete Water Valve STA T E O F ALA S K A49 TH ROYEVRUSDNALLANOISSEFORP DERE T S IGER Pierre M. Stragier NO. LS-9812 09/07/2021 G E S Culvert MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PDBox n90650 4r0UElmore Road Anchorage, Alaska eS5190O5U ph '7904 Fax: (8O7)343',9S7 Permit Number: DSP211181 Work Type: Septic Upgrade Tax Code Number: 01512301000 Site Legal Address: VALL|VUEESTATES #2BLK 1 LT 46 G:2539 Site Mailing Address: 852OCROOKED TREE DR, Anchorage Owner: KERRCALVIN L&MARILYN B Design Engineer: pANNONEENGINEERING SERVICES This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 7/2O/2021 7/20/2022 21 Disposal Field Z Septic Tank El Holding Tank n Privy 1771 Private Well 0 Water Storage All construction shall beinaccordance 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 (1 SAAC72) and Drinking Water Regulations (1 8AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.S5.Provide notification bycalling (SO7)343'79O4(24/7). 4. From October 15toApril 15.esubsurface soil- absorption system under construction during freezing weather shall beeither: a. Opened and Closed onthe same day, or b. Covered, sealed, and heated tnprevent freezing Received B Issued By: Date: Date: 3 MUNICIPAUTY OF ANCHORAGE Community Development Department s �` Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel 1. D. 015-123-01 Property owner(s) Calvin & Marilyn Kerr Day phone Mailing address Site address 6520 Crooked Tree Drive Legal description (Sub'd., Block & Lot) Valli Vue Estates #2 131 L46 Legal description (Township, Range & Section) Lot Size 22,147 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field X❑ Initial ❑ Single Family (SF) X❑ Septic Tank FK Upgrade X❑ (w/wo AD U) Holding Tank ❑ RenewalDuplex (D) El ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: `J Waiver Fees: Date of Payment: 5Z 2 7 2 % Date of Payment: Receipt Number: 07% �c�2 G Receipt Number: Permit No. C 5 P'11 11 1 Waiver No. Permit App_.;- :• Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211181, Deb Wockenfuss, 07/20/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211181, Deb Wockenfuss, 07/20/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211181, Deb Wockenfuss, 07/20/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211181, Deb Wockenfuss, 07/20/21 00 M Ln N 00 e-{ N O 0 a m Ln 7 N Z 41u O I- CL a V i J N v U co Ln N 4 � ,CS p L U- 0 eal • •9� 6�k oc occl, Qi J,1909 \ \ e 9e N \ \ O UP \ \ v O Ll m [o — O LL. C CO ca V} llzzt co r-� O O U \ ow�o N • 0 J I N N O Q \ N Lo CU 156 02 ® N22 59.06 0 R0. 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Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection'Report Permit Number: ~'t4~'~/Og(~0 PID Number: .sma: , Wastewater System: ~ New ~ Upgrade A~: ABSORPTION FIELD Ph~C~O~ ~(~,~ ~ ~e~// No. of~drooms:. ~Dee~Trench ~ Shallow Trench ~Bed ~Mound ~Other LEGAL DESCRIPTION so, Rating: /, ~ GPO/Sq. Ft. Total Depth from original/~, grade: Lot: Biock: Subdiv~ion: Depth to pipe bottom from original grade: Gravel depth beneath pipe ~ / ~/ ~ ~T~ ~ ~ Ft. 7 Ft. Township: Range: [ Section: Fill added above original grade: Gravel length: ~ ~~ / Ft. ~ Ft. WELL: D New D Upgrade iravel width: ~,~Ft. Number of lines:/ Distancebe~eenlin~:~ Ft. Classification (Private, A,B,C):~/~. Total Depth: Cased To: Total absorption area: Pipe material: ~1~ Ft. Ft. ~ SO. Ff. ~ ~ Driller: Date Drilled: Static Water Level: Installer: Date installed: ~i~,d:G,U ~,S~a~: ~. C~,i,~,~h~*~o~ou~:~. TANK SEPARATION DISTANCES ~sept~o~ ~ Ho~di,g ~S.T.E.P. To Septic Absorption Lift Holding )ublic/Private ~anufacturer: Capacityin gallons: From Tank Fie[d Station Tank Sewer Lines ~C HO~ ~ Number of Compartments: su,~c. ,w % LIFT STATION Water /~ /~ Lot Size in gallons: Manufacturer: Line ~/ ~G ~ ~ Cu.ainDrain ' NO~'~ ~OW~ ~~ IEloctricatlnspecti°nspod°rmedby: Remarks: BENCH MARK I Assumed Elevat[on:/~.~ S ~ $ ENGINEEEfNG ~.~z ,~ 17034 Eagle River Loop Road, Ne. 2~ ~ Inspections performed by: ~,~, ,ive~. Alaska 99577 Dates: 1st P- c/- ~9 Department of Hea Human Services approval ,. Reviewed and approved by: ~~/ ~ ~ Date: ~- ~- ~ 72-013 (Rev. 9/91) MOA 25 Permit No.Sw940260 Page 2 of 2 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:VALLI VUE ESTATES#2, BLOCK 1 LOT 46 PID No.: 01512501 NEW CO1 C02 E~STING 1000 GAL SEP~C TANK N.T.S. EXIST. 1000i GAL: SEPTIC TAN~ 46 i/ MTso (CO3& C04) 81.9 (MT1) · 75.7' NO WA"ER FOUND A B FC0 30.0 24.0 C01 26.0 32.5 G02 26,0v49:0 C03 60.0 47.0 C04 51.0 47.0 MT1 79.0 47,5 N / / / MUNICIPALITY OF ANCHOP~AGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE 1 OF 1 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGI~ADE) PERMIT PERMIT NUMBER:SW940260 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:KERR CALVIN L & MARILYN B OWNER ADDRESS:PO BOX 111293 ANCHORAGE, AK 99511-1293 DATE ISSUED: 7/26/94 EXPIRATION DATE: 7/26/95 PARCEL ID:01512301 LEGAL DESCRIPTION: VALLI VUE ESTATES #2 BLK 1 L T 46 LOT SIZE: 22147 (SQ. FT.) ND-MBER OF BEDROOMS: 3 THIS PERMIT: 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 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 (24 HOURS) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: THE TRENCH MUST BE 50 FT OR MORE FROM THE CUTBANK. RECEIVED BY: ~- , ~,~ DATE: ISSHED BY: ~- DATE: ROBERT SHAFER, P.E, ROGER SHAFER, P.E. July 09, 1994 CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL & ,MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 'L' Street P.O. Box 196650 Anchorage, Alaska 99519-6650 REFERENCE: Valli Vue Estates Subdivision #2; Block 1; Lot 46 Request you issue a permit to upgrade the septic system serving the three bedroomho~seonthe referenced property. A test hole was excavated and a percolation test performed in the area of the proposed upgrade. The approximate location of the test hole is located on the attached site plan. The monitoring tube within the test hole has been checked and found to be dry. Attached is the proposed upgrade design. We do not anticipate any adverse effects on neighboring properties by the installation of the proposed septic system. If you have any questions, or require additional information for your review,~ contact us. 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA 99577 o m_~>. ~<o~ ooa.~ 3a¥~odnJ ,OCj : ,,L~ . Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 1 2 3 4 5- 8'- 9 ~d 11 12 13: 14- 15 16 17 19 20 WAS GROUND WATER~ ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth Il S SITE PLAN Reading Date Time Ti~e Water Drop .' ~ff ~ u ~ Y~ ~/~ " ~o~ ~o. : ~o ~ ¥~ COMMENTS S & $ ENGINEERING 17034 Eagle River Loop Road No. 204 ~ PERFORMED BY: ~'~ ~¥~i, ,~[a~ka -~.~7~' I ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINE 72-008 (Rev. 4/85) PERCOLATION RATE ~r' ; ~.~-I ~. ~, __ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN -- FT AND ~ FT CERTIFY THAT THIS TEST WAS PERFORMED IN ATE. DATE: {_.] p '~'~ /~/'~ 'D/.~ ~", MUNICIPALITY OF ANCHORAGE · D~. ,RTMENT OF HEALTH AND HUMAN SER ES Environmental Health Division ," ~(~"&~O Jr'! c ;'~m ~ ~, ly 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT ~ DISTANCES C~1 ~' ~ /4~ ~ SEPTIC ABSORPTION A~ TANK FIELD WELL Pho~e{s) WELL ~ 200 Permd NO. NO. of Bedrooms L°t~C Bm°ck I ~}/I ~ FOUNDATION ~ Township, Range, Seclion -¢, AS-BUILT DIAGRAM tShow iocatior) of well, septic system, property hnes, foundabon, 5' /+ '~ ~ ~ ~Z ~ O,,veway. waterboOies, etc) TANKS Manu~aclu~er Caoacdy m ~aaons Material NO. of Compadments ~th to pmpe bottom from Total depth from original grade Fal added above origmnal grade Gravel depth beneath p~pe FT FT Total absorption a~ami Distance between lines~(l ~ J SO FT FT WELLS ~ ~ PRIVATE ~ OTHER fldentifv) REMARKS: - ~ I~/1~¢ i'1/~'/f~ ¢+_ ~ ¢ ¢ . ~ cediiy that this JnspeclJ0n was ped0rmed acc0rdin9 to all Municipal and State guidelines iff effect on this date: / = /j 8 / ¢ ~ 72-013 (3~85) DEF'ARTIvtEh. I]' GF I"tEAL. TH AND ENV]:RONIdENTAL PROTECTION L:]25 L STREET.. ANCHORAGE,, AK 99501 264-472o PERMIT lq[::: DA]'E: I ,%~3UED [~ (~'IF'F:'L I CANI': ADDRESS:;: CON:' A(:]'F PHi)NE: LEGAL L)ES[:R[F'~ L.O] S1ZE~ LGT LOCATION: ~,,.~,.. 7..:,~¢ '"lAND ¢~b, .L ] ¥ ~:.11 12 / ].6/85 CALVIN KIERR BOX 11 At'4CHORAGE, AK 99511 .Z~46.- I624 SUBDI'VISION: VAELI :'VUE ESTATES ~2 SECTION: ].4 FOWNSHIP= 12N RANGE:: 3W .75P (S[~.F'T. OR ¢4CRES) RECEIVED cer't i£y that: I affl ~'amiliar. with t. he r'equir'ement~_=~ Cop on-site eewers and wells as set ¢erth by the Muriicipa].ity o[ Anchorage (MOA) and the State o¢ Alaska. 2. ] will Lnsta].]. the sys~.em ~ accopdanc:e with al'~ dOA codes and pegulations, and ~.[ comp].].arice wi'th the design cr'ite~-i.a ef th:i.s permit. I w:i. 1]. adhe~'e t.o al: MOA and State of Alaska r'equipements ~of the set bac:k dJ.s'~;~.i]ces ~r'om any e).(i%~:].l'iq ~;el]., [~astewater, dispesal system or pub].ic IF.['~ L.]]:"[ .c~'fY~f'IOIq ES II',IS]'AL[_ED IN AN AREA COVERED BY MOA BUII...D. ZNG THE:Iq (1) AN ~:.L. EC fF~iUAL I E.RM.[] AND [NSF'ECTIOI~ MUST BE gBTAINED; (~) A ..... U: L..I,.~ [a~l..t IxlO] BE APF'Rr)VED WITHOIIT ~hl [:I..E.C, ~[CAL INSFECTIBN RIEPORT~i ANg (3) THE l:,.,::..,lt~][ 4 I~1::: I"IUS] BE DONE ~Y ~ LICENSED ELECTRICIAI~I. ~:~ J: i~NE.D I')A-FE ~, , ] I ,.1L.,~ - . I.Pd...v].l] ',[:.RI ,/ ANCHORAGE AREA BOIr'-' 'iUGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION MA LNG ADDRESS LEGAL SEPTIC TANK: DISTANCE FROM WELL INSIDE LENGTH MANUFACTURER.~'~-~C/~ ~?'-g / MATERIAL ~"~'~,~0 / COMPARTMENTsNUMBER OF INSIDE Wl~ ~ LIQUID DEPTH LIQUID CAPACITY /~ ~ GALLONS. SEEPAGE PIT: NUMBER OF PITS DIAMETER __ OR WIDTH ..~,,v. , LINING MATERIAL O~¢('P;1'~/H'TgCRIB StZE: DIAMETER /- BUILDING FOUNDATION ~:~,f NEAREST LOT LINE ~ / ADDITIONAL ABSORPTION Le N GTI~", DEPTH / DEPTH ~ DISTANCE FROM: WELL TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. TYPE CONSTRUCTION BUILDING NEAREST FOUNDATION __ LOT LINE CESSPOOl OTHER SOURCES APPROVED DISAPPROVED DEPTH DISTANCE FROM: NEAREST SEPTIC SEEPAGE SEWER LINE TANK SYSTEM REMARKS DISTANCES: INSTALLED PiPE MATERIAL: ~r// C''~f],~ LOT SLOPE: REMARKS: Form NO. EQ-031 DIAGRAM OF SYSTEM (;;REA, ER ANCHORAGE AREA BoR~dGH DEPARTMENT OF ENVIRONMENTAL QUALITY SEWAGE DISPOSAL SYSTEM m APPLICATION AND PERMIT PERMIT NO. blaME OF APPLICANT~ / MAILING FINANCED TH"OUGH Z~/ ~ / TO BE INSTALLED BY SOIL TEST RESULTS ~:~ '~ * NOTE:THIS PERMIT IS UT ~OIL ~ FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTIOI~I BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUI3JECT TO PROSECUTION. MINIMUM DISTANCES, REQUIREM/ENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT ~ / DRAIN F~ELD SEPTIC TANK TO SEEPAge PIT WALL SEPTIC TANK ~ .. SEEPAGE Pit ~ DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD TO RIVER, LAKE, ST~JEAht, , ALSO CONSIDER AREA WELLS, , SEEPAGE PIT ~ ~ /~'~ , DRAIN FIELD C~ST IRON INTO AND OUT OF SEPTIC TANK AND'INTO CRIB CROSSING GAP OF EXCAVATION 5 feet INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. DIAGRAM OF SYBTEM I CERTIFY THAT I AM FAMILIAR VVITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DATE APPLICANT'S SIGNATURE /