Loading...
HomeMy WebLinkAboutKNOLL ON THE WOLD BLK 1 LT 13 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 2 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP221407 PID Number: 041-031-59 Dwelling: ❑■ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑ Upgrade Name CAROL & CHRIS NORTHCUTT ABSORPTION FIELD n Deep Trench El Wide Trench ❑ Bed El Mound Site Address A 9000 BASHER DRIVE ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade 5 1.2 GPD/SF JTotal 12 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 7.5 Ft.4•5 Gravel depth beneath pipe Ft. Subdivision Block Lot KNOLL ON THE WOLD 1 13 Fill added above original grade 0 Ft. Gravel length 2 @ 40 Ft. Township Range Section Gravel width 2.5 Ft. Beds: Number of Lines NA Distance between lines NA Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 720 Ft2 2 9.6 Ft. Well 100'+ 100'+ NA NA 25'+ TANK X Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1500 Gal. Surface Water 100'+ 100'+ NA NA Material Number of compartments Lot Line 5'+ 10'+ NA NA NA HDPE 2 Foundation 10'+ 10'+ NA NA LIFT STATION Manufacturer Capacity Remarks Gal. Alarm location Electrical installed by PIPE MATERIAL House to tank Tank to3034 Installer drainfield Dean Construction & Development Drainfield 3034 CO/MT3034 Inspector PES BENCH MARK (Assumed elevation) 87.4 ft Inspdection im 10/03/22 11/07/22 Location and description Znd Yd 11/08/22 41' 11/09/22 1 SEE SITE PLAN TOP OF TANK (N) ON -SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: �G••••. Date AOTH .... .. . ...... •'$even an me CE 8149 ••,O'{�OB�ZOZ�•• '•......., Septic System Approved Date 2 6 7oZ Note: this approval does not include well permit requirements. tKev u5iuzii u) z 30 z 133HS L0966 >iV `10b JOHONV Nb­Id ]1IS LOtilzzdSO '' IIAIJa JIHSV9 0006 'ON 11NH3d 61148 33 69-«0-Lt0 °° L:°A°l3.. iinOH1JON J3HdOISIJHO 32 10JVO d0v 03>103H0 ON '0'I'd ....... .. .. .... 1. 10l l >10018 MOM ]Hi NO ]BONA NMV8G 3lV3S t ZOZ/80 b0 :A3b d. IQZ9-9bL Q06) XV3 00N-SbL (t06) 3NOHd 2Z0Z/2l/L0 "��"p'� S6966 >IV 'NIP Vd M21 X09 'Od SCINIMb'b0 02i003�1 31V0 SNOISIA3a (0906 '1.3) 3'1l 3AS JN3 3NONNVd :S31ON / W \ / � o Obi \\ m w 3 1 & -p \ < �b 1 \ _ CK .-. I\ Ic1qp LL N \ W �O 00 = W 1 a m L�- W \ N ... w m o I I N\ \\; / 00 o \\\ \ ow." z I W I rn z0J Lu p Z ZrW _ L0 I \ ZO YU J = Q N iN iU �W �i�¢ ,.�—'I%— Jz ¢ Z O_ U Zp U / : W_JW� - �TJI \ \ o wV) zLLJ �w � / zg0- 4 0¢ p02 �i /N / LLI ow�3> m �- 2m 0_ 0_ F- W OJ ~ W N U \ J = / / 0_ ¢ \ I/ W W 0_JLi Li x W U / / ���Z (n0 Nm\ Zp� W / / / O W_ Iw DWI—W U O� \ ¢w¢ / / m�L ¢ O Opp �Ln ¢ W W LL I \ 1W zw LLr) \ x om�o oW m \*\-I >� O J<W IaLxC) 1 / cnLLJ Ln cn ¢ 0 J �pLL Z~Ow N v~izo Ip0LU / Oj0 . o : Z m /�¢Q w�o --4— \ \ N;-I------- z 0. :E o o � LJ n� v) �. W U o_ L1 = o I1J 0_ \ Z p u Lil O W r- F- Ln Q 0C)n_ 0 L� J ,I-(n a > W Lf O� N� 0_ O- •-N W O �O LnCj �. V O O p W = C7 LN ¢ U (If�(n< of �w 0_ � ¢ � < mY U J ¢ I- J p ¢ ¢ LLJ Z O_ W V7 Z OZ OLu W W I- 0. I-- 0_ N ¢ U) O :V Fo M 0) Ln 1� Ln Lf) Cl) M 0) O m c0 CD d' 0) I, 00 CO Lri c0 0 d- O) 6) LLB O C0 O m m O O I-- r� a0 LJ7 O - 00 n CD mCV Ln •- ¢ N Cm (0 O - t` Ln Ln 4 r,� Ln O m O 0) O O t\ 00 00 00 O •- N Cq O (n N N N� PI) d- Q I- LL U U U O Q W U J ¢ W Ln UU W U LU Z � � Z U `� ZUwm ZL,� �z�p 0 � 0 cr 3 y= O Z a Z p OF Q W K X W� 0 O CL W r- d wUO0� 3 cd m r S 89 :�; l5 E 130.00` y E_ose. ' i A 8. ht House 7 ` ." �f a 5.4'- \ 0 25 50 1 US SURVEY 30 4' y L 1P £ FET r (." j�?. D 0 en t i..vli(itt ilyj s ell S 89'57'1.0" W 1'a0.37' 0 BASHER DRIVE t t} / Tract ,',' 3.60' Urllsubdivide<j Jgiemy A. Fiurs E5 "" -:ill dimensions shovm are grid bearings and ground distances, record bounditries are per flat No. 79-205 -49th Star has conducted a physical surrey of the property and all details shown on this Asbuilt Survey are correct. Under no circumstances should any data hereon be used for establishment of property lines. -It is the ovmers responsibility to determine the existence of any easements, covenants, or restrictions; no title research performed. LEGEND AS BUILT SURVEY — _= Z C)tl-� Star Suirveymg 0Septic. Cleanout/lent PO Box 738 LUCK BOU`"+ Girdwood, ABC 99587-0738 Knoll on the Wold Subdivision, Well (907)891-6111 Anchorage, AK Jeremy@49thStarSurveyirtg.com W.O. 22,54 ! DATE: 11/22/22 SCALE: 1*'-50' MUNICIPALITY OF ANCHORAGE On -Site Woter& Wastewater Program PoBox 1u66u *moElmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 Permit Number: OSP221407 Work Type: Septic Upgrade Tax Code Number: 04103159000 Site Legal Address: KNOLL ON THE WOLD BLK I LT 13 G:2142 Site Mailing Address: Q000BASHER DR, Anchorage Owner NORTHCUTT CAROL ANN 1/3 & Design Engineer: PANNONEENGINEERING SERVICES This permit iafor the construction of: Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: 10/24/2022 10/24/2O23 RI Disposal Field 10 Septic Tank [] Holding Tank El Privy [] Private Well [] Water Storage All construction shaUbeinauoord'nuemith: 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.G5.Provide notification bycalling (0O7)343 -70O4(24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall beeither: a. Opened and Closed onthe same day, ur b. Covered, sealed, and heated to prevent freezing Received B) Issued By: Date: 5 MUNICIPALITY OF ANCHORAGE Community Development Department j° ' Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 041-031-59 Property owner(s) Carol & Christopher Northcutt Day phone _ Mailing address 9000 Basher Drive, Anchorage, AK 99507 Site address 9000 Basher Drive Legal description (Sub'd., Block & Lot) Knoll on The Wold, Block 1, Lotf )3 Legal description (Township, Range & Section) Lot Size 246,700 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) ❑X Septic Tank RUpgrade ❑X (w/wo AD U) Holding Tank ❑ Renewal ❑ Duplex (D) ❑ Privy ❑ Multiple Dwellings ❑ (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. (algnature of property owner or authorized agent) Permit/Rush Fees: 6-q5" Waiver Fees: Date of Payment: Receipt Number: Permit No. Permit App--'- : .' ., c Date of Payment: Receipt Number: Waiver No. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221407, Deb Wockenfuss, 10/24/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221407, Deb Wockenfuss, 10/24/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221407, Deb Wockenfuss, 10/24/22 040.002 Client: Pannone Engineering Services Project: 9000 Basher Date: August 22, 2022 Crowther Associates Particle Size Distribution Table (percent passing sieve size) Sample Source TP 16 feet (%) Water Content 5.1 Sieve Size Percent Finer Percent Finer Percent Finer Percent Finer 3 inch 100 1-1/2 inch 96 3/4 inch 75 #4 51 410 40 440 12 #100 4 #200 0.02 mm Classification Gravelly Sand (SP) Invoice 174 1632 Bellevue Circle lAnchoroge, Alaska 99515 Telephone (907) 349-21981E inuil: ci-owilier-r�if,,,,ticivk,-i.i7et S 89`5715" 130.00' �0 — — — – J, am T N \ 10' Utility Ease. / 20.2' Q Lot 3 55 s V Lot 12 49th Star cr House \ S Ivey u- cc _SF 2 ' 0 25 50 5.4' f c�4 US SURVEY 30.4'FEET v 17.9' 'y c' w Lot its �, \ :r B11ock it Test z �o J r r S r r r` S (39'57'10" iN 1.56.37' S rCO 0 BASHER DRIVE r law Tract ,SCO f j __- 4, TM 'k r N 89'57'10" E 12CtT1}. Hf+CS .. 3.00' Unsubdivided jar. IS 63 AW pFp p' i Nd ES __' N -Ail dimensions shown are grid bearings and ground distances, record boundaries are per Plat No. 79-205 -49th Star has conducted a physical survey of the property and all details shown on this Asbuilt Survey are correct. Under no circumstances should any data hereon be used for establishment of property lines. -It is the owners responsibility to determine the existence of any easements, covenants, or restrictions; no title research performed. AS BUILT SURVEYLEGEND , -v Lot 1, Block ® Septic Cleanout/Vent PO Box 738 Girdwood, AK 99587-0738 Knoll on the Wold Subdivision, O Well (907)891-6111 Anchorage, AK Jeremy@49th5tarSurveying.com W.O. 2254 DATE: 9/28/22 SCALE: 1"=50' _._ _ DZ;,.- : '.:~ t)', i'.~L' I i~l :q~ EN\/!hONM:.i~J~-./~,I. F'it~;i 825 L Street-Anchor~:Je, PJaska 9D501 Tdel~hone264-4720 ON-SITE SEWAGE ulo, OoAL SYSTEM AND/OR WEI.L INSPECTION REPORT LESAL DESCRIPTION LOCA'FION NO. OF -; ..... F ~ ~ ~Wdl ~ Dwelling ] P~ itM~T NO. ~ LL ~ r.4o. of ],qus . I L-ngth of ua..h,hne ~ TotX ',t,,gt', of hr}us I Trench w,dth & ENGINEERS, INC. S 7125 OLD SEWARD HIGHWAY o ANCHORAGE, ALASKA 99502 March 30, 1983 Municipality of Anchorage Dept. of Health and Environmental Conservation Environmental Engineering Division 825 "L" Street Anchorage, Alaska 99501 Gentlemen: The attached "On-Site" Sewage Disposal Report" was inadvertantly filled out incorrectly. The liquid capacity of the tank should be 1,250 gallons. TRS:dd ANCHORAGE EAGLE RIVER WASILLA HOMER (907) 349,6561 (907) 694-9846 (907) 376-3770 (907) 235-8179 MAILING ADDRESS LEGAL DESCRIPTIOM LOCATION ~ ILiq'capaoitving~'ll°nd i;H~EMADE' ~ Insidelength . DISTANCE TO: I I ~ ~ IWell I Dwellin9 ~ ~ ] Wahl ~ z I DISTANCE TO: ~ ~No oflines ~ lLen thofeac~ ~e Total length of lin~s J Length Widtl~ ,~1- Type of crib Crib diameter ~ _.. Well DISTANCE TO: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMEN'FAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAl. SYSTEM AND/OR WEI.L INSPECTION REPORT ]PR°NE I © UPGRADE Depth Crib depth Building foundation ~ JClass Depth Driller DISTANCE TO: Building foundation Sewer line OTHER PIPE MATERIALS SOIL TEST RATING NSTALLER 0 i4 CK A'F 'THIS, DATE , / iweilin~l ! NO. OF BEDROOMS _P E R M It~.~). 0 ~'~- 7 No. of compartment~,~ Liquid depth PERMIT NO, Liquid capacity in gallons Nearest lot g..e~) ! I PERMIT8'~ (''') ~t;~ ~/~-NO' 7- Trench ,.w.~,~ ,/ Distance between lines/v//~k inches Total e ffective absorpti~area ~¢ Il__ inches PERMIT ~.¢~ ~ Total effective absorption area Nearest lot line Distance to lot line PERMIT NO, Septic tank Absorpt on area(s) LEGAL PERMIT NO. DEPRRTMENT HEALTH RND ENVIRONMENTAL ]TECTION 825 "L." STREET, RNCHORAGE, AK. 9950± 264-4720 B-BEL. L R~-4[) Cmt-4---f5 I ]"E LSE[.~ED: F:'EI~ft IT ( 820857 ) APPLICANT L_OCATION LEEGRL MEL'v' I N DOUGLBS,.~:CFIROL ~ B,S.-; ±4...,,,_.--,~c ~,---,,,,, ~.~ c'¥ E. R. = ..... ,'9'~"']~, ~,~4'-':~' _oo9.=,~,_,, ¢. LT. 13: KNOLL ON THE WOLD S..'"D LOT SIZE 20000 SQUARE FEET TVPE OF SCIIL ABSORPTION SVSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING (SQ FT,..'BR)= 85 THE REQUIRED SIZE OF THE SOIL RE:SORPTION SYSTEM IS: [:, E F" T H == it ~-_-~ L E [-.I (~ l' H = 5 ~ #2:i F.: f~ '..,~ E L_ [:, E F" T H = THE LENGTH DIMENSIIDN IS 'T'HE LENGTH (IN FEET) OF 'FHE TRENCH OR DRAINFIELD. THE DEPTH OF FI TRENCH OR F'IT IS 'THE DISTRNC. E BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE E'XCAVRTION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRFt',,,'EL DEPTH IS THE MINIMUM DEF'TH OF GRAY'EL. BETWEEN THE OUTFAL. L PIPE AND THE BOTTOM OF' THE EXCR'¢RTION (IN FEET). PERMIT RPPLICANT HAS THE RESPONSIBILITY ]-0 INFORM THIS DEPARTMENT [.DURING THE INSTFILLATION INSPECTIONS OF AN'~' WELLS ADJRCENT TO THIS PROPERT"r' AND THE NUMBER OF' RESIDENCES THRT ']'HE 14ELL WILL SERYE. ]-[4,) ( 2 ::, I ~-~"_=;PEC:T I Ci~-4'_-] RRE REI]).IU I F-:E[: ......... BRCKF'ILLING OF' RNV S'.r'STEM WITHOUT FINAL INSPECTION AND RPF'ROVAL BV THIS DEPARTMENT WILL BEE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN FI WELL AND FINY ON-SITE SEWAGE DISPOSAL SYSTEM IS ~00 FEET FOR A F'F.:IVATE WELL OR t50 TO 200 FEET FROM R PUBLIC HELL [:,EPEN[:,ING UPON THE T'¢PE OF PUBLIC HELL MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AN[:, TO R COf'IMUNIT'~' SEI.4ER LINE IS 75 FEE]'. WELL LOGS ARE REQUIRED AN[:, MUST BE RETURNED TO THE [.',EPRRTMENT HITHIN ":'tO DR'CS OF THE WELL COMPLETION. OTHER RE6!LIIREMENTS MA'¢ RPPL"r'. SPECIFICATIONS AND CONS]"RUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. I CERTIF'¢ THRT iL: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RN[:, WELLS AS SET FORTH BY THE MUNICIPALiT'¢ OF ANCHORAGE. 2: I HILL INSTALL THE SYSTEM IN ACCOR[."RNCE WITH THE CODES. ]:: I UNDERSTAND THRT 'THE ON-SITE SEWER S'¢STEM MA'¢ REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMO[:,ELED TO INCLUDE MORE THAN 4 BEDROOMS. S I GNED: ....... APF'LIC:ANT MELVIN [:,OLIG~AS&C:RROL NORTHC:UTT V4. 0 ';~ TVPE OF ~,OIL PI~OR,PT'ION '5'r~i'E~t ['5: TRENCH ': ENGINEERS, lNG. 7125 OLD SEWARD HWY. ANCHORAGE, ALASKA 9950;~ 549-6561 SOILS LOG--PERCOLATION TEST /PERCOLATION TEST PERFORMED FOR: LEGAL DESCHIPTION 1 2 3 4 5 6 7 8 9 10 11 12 19 2O OOMMENTS SLOPE ENCOUNTERED? _ IF YES, ATWHAT DEPTH? SITE PLAN PERFORMED BY: Gross Ne' Depth to Net Reading Oate Time Time Water Drop -- PERCOLATION RATE ~;'_~l~_.~/ (mlnules/inch) TEST RUN BETWEEN 7 ET AND /~ ~ FT / 72-008 (6179) © 0 © © © 0 0 © © © 0 0 ~ 0 0 0 0 0 0 0 0 0 0 APPLI~ IT FILLS OUT UPPER HA' 3NLY Prope;i~"Owner ./~,~:~ ~j/~J ~ ~,)>/f~.)~ //~/~/~/'/~Z ~ ~-- Phone Buyer / Address ~ Zip Code Realty Co. & A~nt Phone Address Zip Code Legal Description ~O~13 ~O&~ O~ 'TltE ~Oz.~ Type of Resi~nce  Single Family Multiple Family No. of Bedroo~ & ¢C F ~ Other Water Supply lndividual ~ ~ [_3~ ~ ATTACH WELL LOG. A,w~l 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 Public Utility When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE R~OCESSING CAN BE INITIATED. Date Date V~ / i~ Date _ ~ / ¢ (~ ~/ MUNiCIPALiTY ~ Q~40 RAG ~ Field Notes: ~ O ~ ~ "~ ~ - ~J ~ ~ ENVIRO~ 41, :b,,> .... O 5~TION ' VED ~ ~ .~..ow. ~..oo~s 'co.~,~,ONS o~ ....o~.. ( ~ CO~mONAL*.~ROWL' ~ ~ Soils Rating Date ~w~nstalled Well To Absorption Area Well Log Received __ ~.~" ~ -- '~ Well lo Tank Septic T.k Size 72-023 (3/82)