The URL can be used to link to this page

Home My WebLink AboutMCKINLEY VIEW ESTATES BLK 3 LT 6McKinley View Estates Block 3 Lot 6 #051-792-32 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP131066 PID Number: 051-792-32 Dwelling: 0 Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New N Upgrade Name: CRAIG WITHEE ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ❑ Bed ;K Mound Address 22733 SENECA CIR, CHUGIAK ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 2.0 GPD/SF +2 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade +2.6 Ft. Gravel depth beneath pipe 0.6 Ft Subdivision Block Lot MCKINLEY VIEW ESTATES 3 6 Fill added above original grade 5,9 Ft Gravel length 20 Ft. Township Range Section Gravel width 15 Ft. Beds: Number of Lines 3 Distance between lines 5 Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Lift Line 300 Ft' Ft. Well TANK N Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer BIOCYCLE Capacity 1500 Gal. Surface Water 100'+ 100'+ 100'+ _ Material FIBERGLASS Number of compartments 4 Lot Line 5'+ 10'+ 10'+ NA Foundation5'+ 10'+ 5'+ LIFT STATION Manufacturer BIOCYCLE Capacity Gal. I Curtain Drain N.O. O. N.O. =�. -9==:, �Lj Remarks Pump on level at Pump off level at High water alarm at oo•. d c.s: in. in. in. Pump make and model Electrical Inspections performed by PIPEMATERIAL Housetotank TanktoSCH40 drainfield Installer DEAN CONSTRUCTION DrainfieldSCH40 CO/MT F810 Inspector LARS SPURKLAND/ANSON MOXNESS BENCH MARK (Assumed elevation)100 ft Inspection i� 6/18/13 7/12113 Location and description 2otl BOTTOM SIDING AT W 3b 4m COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp OF A( Conditional Approval: Date RE s11, 49TH E URKLAND:: ADDroveDate "6�63 �i�FOP q,N� Inspection Report-9-1-12.doc � K�N�"EY �M STATE BLOCK E / LEVEL LEVEL / Lot 7A 1 swrNc TIES �L FAT B C 39 89.5 D 49 88.5 �S• � FgsF s'`�?odi D LEVEL i LEVEL Lot 6 SWING TIES B B1 m £ E 17 33 \ INSTALLED 3-BEOROOM SEPTIC SYSTEM 810CYCL£ AWW75 W/ MOUNDED BED BED LENGTH 20 FEET BED WIDTH 15 FEET MAX EXCAVATION DEPTH 1 FOOT 3 FEET MOA FILTER SAND /ROCK DEPTH a5 FEET INSULAIKIN 2 INCHES TOP NOTE.• SLOPES EXCEEDING 25% W£Rf NOT OBSERVED WITHIN 50 fEET DOWN GRADIENT Of THE PROPOSED ABSORPTKIN FIELD LOCATION. NOTE., THIS IS HOT A SURVEYED PLAT. WELL d SEPTIC LOCATIONS TAKEN FROM ON-SITE WATER AND WAS1E WATER DEPARTMENT DOCUMENTATION. ALL LOCAAONS SHOWN ARE APPROXIMATE: Lot 5 25 0 25 50 75 100 125 150 SCALE 1' = 50 FL 4' a Q -w vi¢ 03 V 1 TH. tNG1NtEN1NG I I AUXLEY VIEW ESTATES BLK 3 LT 6I I RECORD DRAW/NGS 203 W 15TH. AV£NU£ DAT£+ JULY 15, 2073 AWH.. AK. 99501 CRAIG WITHEE (907) 279-3916 22733 S£NEC CIR. CNUGIAK, AK 99567 SHEEN 213 DRIA' NW14" PERMIT # DSPI210XX PID # 051-792-32 MCKINLEYVIEWESTATESB3LGSC50-ASAOVG 4' MONITOR ASTM 3034 TOP SOIL 4 S££� GRADE TG BRAIN 24' MAX BACK FILL ..:_....AP SAW aEWIM7 00 r I STANDARD BED NTS 1 1 1 -- C7 FWNBBATIGN CLEAN OUT SLOPE FINISHED (rRADf AWAY FRGM TOP IN ALL DIRECTIONS x 0 DISCHARGE 7 .i - all BOTOY OF TANK 2' BLUEBOARD INSOLATION 4' PVC INFLUENT ® PPRINARY CHAMBER ® AERATION CHAMBER ® CLARIFIER ®DISCHARGE CHAMBER r r ol 1-114- SENEWE !�PVC V1 318I r r• r 4 ri r I llVll i l 203 V 15TH. AVENUEr, r r r r On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP131066 Tax Code Number: 05179232000 Work Type: Septic Permit Effective Dates: April 30, 2013 to April 30, 2014 Design Engineer: SPURKLAND ENGINEERING Subdivision: MCKINLEY VIEW ESTATES Site Legal Address: MCKINLEY VIEW ESTATES BILK 3 LT 6 G:1459 Owner/Address: SULLIVAN-WITHEE 2013 FAMILY TRUST WITHEE C C & SULLIVAN P A/TTEE PO BOX 671355 CHUGIAK AK 995671355 Site Mailing Address: 22733 SENECA CIR, Chugiak Lot Size in Sq Ft: 30001 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By c0i r-4V.SpS AO C6%4]j LA; �k ok Pdla`Ad did By: Date: Date: Y d MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcell.D. 051-792-32 Property owner(s) CRAIG WITHEE Day phone Mailing address 22733 SENECA CIR. CHUGIAK, AK 99567 Site address SAME Legal description (Sub'd., Block & Lot) MCKINLEY VIEW ESTATES BILK 3 LOT 6 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank El Upgrade Q Duplex (D) ❑ Holding Tank ElRenewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with aDDlicable Wnicioal Codes. owner or authorized agent) Permit/Rush Fees: $53().41 Date of Payment: 4/2416 Receipt Number: Oqu&_ J� Permit No. OSPI310662 Permit App_9-1-12.doe Waiver Fees: Date of Payment: Receipt Number: Waiver No. CDi. A-Ak SPHT Ond EnUM RTPIMg Environmental Consulting and Design SEPTIC SYSTEM DESIGN McKinley View Estates Block 3 Lot 6 Municipality of Anchorage April 19, 2013 Development Services Department Revised 6/8/13 On Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, Alaska 99519 Subject: Septic System Installation Permit 22733 Seneca Circle, Chugiak, AK Ladies and Gentlemen: I am writing to request a septic system installation permit for the above referenced property. The existing septic system is no longer functioning adequately. The proposed system will serve a 3 - bedroom single-family residence. Soil logs, design calculations, a site plan, design drawings and construction specifications are enclosed for your review. Design Calcs: Groundwater observed to a depth of 2 feet below ground surface (5/28//2013). Soil Rating. From Testhole 4/4/13 25 min/in = 0.6 gal per sq.ft/day Cat II AWWTS = 2 gpd/sq.ft. >120 min/in = NA gal per sq.ft/day No. of Bedrooms 3 Required Area per Bedroom: 150/ 2 =75 sq.ft. Total area required: 75 x 3 = 225 sgft System: We are proposing a BioCycle AW WTS followed by mounded bed absorption field. The absorption bed will be 20 feet long and 15 feet wide and contain 0.5 feet (300 sq.ft. effective) of sewer rock. Soils: Test holes were excavated on April 4th, 2013. See the attached soil logs. Groundwater was observed at a depth of 12 feet below ground surface on April 11, 2013. Ground water was observed at 2 feet b.g.s. on May 28`h, 2013. Ground water monitoring will continue through construction of the septic system. Surface Water: No surface waters were observed within one hundred feet of the proposed 203 West 150i Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net C-01 Environmental Consulting and Design septic system upgrade. Topography: The ground surface is generally level in the location of the proposed septic system absorption field. No cut banks or slopes greater 25% were observed Waivers: None The installation of this septic system will not prevent wells and septic systems from being installed on the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. If you have any questions or concerns, please contact me at 279-3916. Sincerely, Lw4k - Lars Spurkland, P.E. Civil Engineer 203 West 15`h Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gei.net Lot 20 \ BLOCK 2 / [o/ 9 Lot 22 Lot 19 �/' BEY C K I N T E 5 3 M E/5 r A B�OCK �a Lot 21 �`•�S Lot 7A ' /��/ Lot 20 S T / S D Lot 6 ., Lot /9 / Lot 2 i Lot 5 / Lot 3 ' Lot I \ TE.• MCKlNLEY KEW £STATES AND GLENN VIEW ESTATES UBDIVISIONS ARE SERVED BY COMMUNITY WELL SYSTEMS NOTE: THIS IS NOT A SURVEYED PLAT. WELL & SEPTIC LOCATIONS TAKEN FROM ON-SITE WATER AND WAST£ WATER DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE APPROXIMATE. Mmf!kw— —11111111111111111111 111111111111 I 1111111111111111111M 50 0 50 100 150 200 250 300 SCALE., 1' = 100 FT. SPURKLAND ENGINEERING MCKlNLL7 HAT LST. Ax 3 LUT' 6 1 ISEPTIC SYSTEM DESIGN 203 W 1K5TH. AVENUE CRA15 WITHEE BATE, APRIL 11, 2013 W�79 -lg5iG1 11 22733 SEN£CA CIR. CHUGIAK, AK 99567 1 SHEEP 1/3 GRID1 NW1459 PERMIT # OSPll10XX PID # 051-792-32 MCKINLEYVIEWESTB3L6SC100.BWG Col / Y V �EE W /�KINS M p T E LEVEL E S T BLOCK 3 / LEVEL iI LEVEL Lot 7A �S- g® LEVEL A2 Lot 6 III ...:: m TOP SOIL 3 SEED — � Lot 5 NOTE.• SLOPES EXC£EWNG 25X WERE NOT oomvrD WITHIN 50 FEET DOWN GRADIENT OF THE PROPOSED ABSORPTION FIELD LOCAVON. NOTE THIS JS NOT A SURVEYED PLAT. Wf11 k SEPTIC LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE APPROA7MATE: 25 0 25 50 75 100 125 150 SCALE., 1' = 50 FT 51'UleKLANU L:NUINL:LMINU SEPTIC SYSTEM DESIGN 203 V 15TH. AV£NU£ AUUNLEY VIEW ESTATES BLIP 3 LT 6 ANCH. AK. 99501 CRAIG VITNEE BATE., JUNE 7, P013 (907) 279-3916 22733 SENEC CIR. CHUGIAK, AK 99567 SHEET, 2/3 GRID, NVI459 P£RNIT # DSP1210XX PID # 051-792-32 NCKINLEYVIEVESTATESB3L6.SC50.DVG INSTALL 3-8EDROOM SEPTIC SYSTEM B/OCYCLE AWWTS W/ MOUNDED BED \ BED LENGTH 20 FEET BED WIDTH 15 FEET u MAX EXCAVATION DEPTH I FOOT 4> d L1 v 3 FEET M04 FILTER SAND ROCK DEPTH 0.5 FEET N ¢ / INSULATION 2 INCHES I T COVER 2 FEET J TOP SOIL 3 SEED — � Lot 5 NOTE.• SLOPES EXC£EWNG 25X WERE NOT oomvrD WITHIN 50 FEET DOWN GRADIENT OF THE PROPOSED ABSORPTION FIELD LOCAVON. NOTE THIS JS NOT A SURVEYED PLAT. Wf11 k SEPTIC LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE APPROA7MATE: 25 0 25 50 75 100 125 150 SCALE., 1' = 50 FT 51'UleKLANU L:NUINL:LMINU SEPTIC SYSTEM DESIGN 203 V 15TH. AV£NU£ AUUNLEY VIEW ESTATES BLIP 3 LT 6 ANCH. AK. 99501 CRAIG VITNEE BATE., JUNE 7, P013 (907) 279-3916 22733 SENEC CIR. CHUGIAK, AK 99567 SHEET, 2/3 GRID, NVI459 P£RNIT # DSP1210XX PID # 051-792-32 NCKINLEYVIEVESTATESB3L6.SC50.DVG 4' MONITOR ASTM 3034 �VEGE.?ATE TOP SOIL & SEEB GRABE 717 BRAIN BACK FILL .: F4TER SAND .3B'+_ STANDARD BED NTS m FWNBDATION CLEAN OUT SLOPE FINISHED GRADE AWAY jL2CFROM T17P IN ALL DIRECTIONS F 0 DISCHARGE :' r z , ml Ko" 4' PVC INFLUENT O PPRIMARY CHAMBER ® AERATION CHAMBER iV ® CLARIFIER ®DISCHARGE CHAMBER BLUEBOARD INSULATION INSTALLATION I EXCAVATE A 10' x 10' x 10' BEEP HOLE FOR BIOCYCL£ SYSTEM. 2 PLACE A MINIMUM OF 4' SAND OR GRAVEL FOR LEVELING COURSE IN THE BOTTOM OF THE EXCAVATION. COMPACT AS REQUIRED. 3. PLACE 4 SHEETS OF 2' x 8' x 2' DIRECT BURIAL RIGID INSULATION ON TOP 17F COMPACTED LEVELING COURSE TO PROTECT BOTTOM 17F FIBERGLASS TANK. TAKE EXTRA CARE TO ASSURE THAT INSULATION COURSE IS LEVEL IN ALL DIRECTIONS 4. BACKFILL AROUND TANK UP TO INVERT OF 4' INFLUENT AND 1-1/4' EFFLUENT LINES VITH FREE-FLOVING NSF MATERIAL FREE OF LARGE STONES 17R BOULDERS 20' 77.5' 1-1/4' SCHEDULE 40 PVC V/ 3/8' H17LES P 30' h MONITOR TUBE MONITOR TUBE SAND/GRAVEL BACKFILL � 'OF A4�s=fit 49 II. (.. .. SF'.JR10 N fw d Cti i tt I'1 _e 00 SNUMKLANU LNUINELAYIVi I I MOUNLEY VIEW ESTATES BLK 3 LOT 6 I I SEPTIC SYSTEM SHEMATIC 203 V 157H. AVENUE BATE, JUNE 7, 2013 ANCH. AK 99501 CRAIG WITHEE (907) 279-3916 22733 SEN£CA CIR., CHUGIAK AK 99567 SHEET 3/3 GRID 2641 PERMIT # BSP113XXX PID # 051-732-32 TRAILSENDB7LOB3.BVG Municipality of Anchorage Development Services Department Building Safety Division �,. On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.cl.anchoraae.ak. us (907) 343-7904 Soils Log - Percolation Test ill Performed For: CRAIG WiTHEE Date Performed: Legal Description: MCKINLEY VIEW ESTATES BLK 3 LT6 Township, Range, Section: _ — a{ Depth (Feet 2- I `Y 3- e� 5 5 (-C-u�ttty ' ;hj t'AL) J)ArbCD L'�AU�11y S,t� COMMENTS PRE-SOAKED. v,un WAS GROUND WATER YES ENCOUNTERED? Net Time Depth to Water 5 IF YES, AT WHAT DEPTH? 13' BGS L Depth to Water After P Monitoring? 12' E Date: 4/11/13 ye�' X Reading Date Gross Time Net Time Depth to Water Net Drop 2:50PM 0 MIN 14.250" 12.813" 4/4/13 3:20 PM 30 MIN 14.375" 1.438" 13.125" 4/4/13 3:50PM 60 MIN 14.250" 1.250" 13.063" 4/4/13 4:20 PM 90 MIN 1.188" PERCOLATION RATE 25 (mint mch) PERC HOLE DIAMETER 6 TESTRUNBETWEEN 5 FT AND FT r PERFORMED BY: ANSON MOXNESS I Mn 4 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUI, LIN S IN EFFECT ON THIS DATE. DATE: 4/11/13 G � o Municipality of Anchorage W".!G"' ' QL eN Development Services Department ;. Building Safety Division y� Onsite Water and Wastewater Program 4700 Elmore Road I /{) • • Fs P.O. Box 196650 Anchorage, AK 99507 ! www.ci.anchoraoe.ak.usri C� n 0 s (907) 343-7904 � • , . • „) ,' • . _ ��p Soils Log - Percolation Test Performed For: CRAIG WITHEE Date Performed: 4/4/13 Legal Description: MCKINLEY VIEW ESTATES BLK 3 LT6 Township, Range, Section: -ru lq Depth eJl-' I �ZGi�:�tLS f 1- � I (i'ravi ley S.l✓:, �i5i4CbEU lti1 L> 4- �fuva,1� 5- 6- c� 7- 1 1 1 1 1 COMMENTS PRE-SOAKED. Reading Date Gross Time Net Time Depth to Water Net Drop WAS GROUND WATER 9- 11.813" ENCOUNTERED? NA 11.750" 414113 S 10- 11.750" IF YES, AT WHAT DEPTH? NA L 0 11.813" 4/4113 Depth to Water After p 11- Monitoring? NA E 12- Date: NA 1 1 1 1 1 COMMENTS PRE-SOAKED. Reading Date Gross Time Net Time Depth to Water Net Drop 2:55PM 0 MIN 11.813" 11.750" 414113 3:25 PM 30 MIN 11.750" 1.438" 11.813" 4/4113 4:25 PM 90 MIN PERCOLATION RATE >120 (minwl in ) PERC HOLE DIAMETER f). TEST RUN BETWEEN 6 FT AND 7 FT PERFORMED BY: ANSON MOXNESS 14y y'�y�,(w�tT CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL I O ELINES IN EFFECT ON THIS DATE. DATE: 4111/13 72-013(Rev. 3/78) . MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION -825 L Street -Anchorage, Alaska 99501 Telephone 264.4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME I PHONE jibNEW rC .r 979 ❑ UPGRADE MAILINGADDRESS s s r Bo �> so LEGAL DESCRIPTION ® �of LOCATION ( ^ , t NO. OF BEDROOMS''} U Y DIST TO: WeII ,� it Absorption area IO Dwelling f _ PERMIT NO. Fa G Manufacturer r Material No. of compartments WF rn Liq. capag�tyr i allons V 1Sll IF HOMEMADE: Inside length Width Liquid depth G DISTANCE TO: WeII Dwelling PERMIT NO. Jaz =ZF Manufacturer Material Liquid capacity in gallons w= DISTANCE TO: Well t Foundation Nearest lot line /+ P MIT NQOg LL Z No. of lines Lep th 9f each lin / Total length of fes Trench width Distance bet n lines 1- Z R Z (z 4. 14 inches" F• Top of rile to finish grade / Material beneath rile Total effective ab 11area d inches Z 7} Z. Length Width Depth PERMIT NO. W cs a a W Type of crib Crib diameter Crib depth Total effective absorption area UJ DISTANCE TO: Well Building foundation Nearest lot line Class Depth Driller Distance to lot line PERMIT NO. J W � DISTANCE TO: Buildingfoundation Sewer line Septic tank p Absorption area(s) p OTHER PIPE MAAERI�S IRATING SOIL TEST CI INSTALLER C MA REMARKS G I V ,1 0 Ile APPROVED DATE LEGAL o- Zo-'i z Me V tf fas 3 L ty 72-013(Rev. 3/78) IF M U" I C~ �F3L I TY C}F F=lNG FZF=l GE DEPARTMENT HEALTH AND ENVIRONMENTAL ROTECTION 825 'L' STREET, ANCHORAGE, AK. 99501 254-4720 WELL 1"4NE> 0t+f—S I TE S}EWEFa: F='EF;ZM I T PERMIT NO. ( 821087 ) APPLICANT BILL GROUSE XS&S ENGINEERING, SRB 196X 9957 694-2979 LOCATION -- �: - LEGAL LOT SIZE 999999 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING (SQ FT/BR)= 300 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: F7 E F= -r "- SO L E N C3 -r"= 310 C3 F;Z F F V E L C? E F= -r"= 1S THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION LIN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH ISTHEMINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). FRF=(; lU I F2EE> E3EP7" I C: TFIt- K E; I E= 110010 (3t-:lL_Lt7Nn3 PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. -- TWC] < 2 ? I N�F='ECT I lDrAS; F=FFZE FZEQLJJ I F2EEi --- BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO R PRIVATE SEWER LINE IS 25 FEET AND TO A COMMUNITY SEWER LINE IS 75 FEET. WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. F= EFRM I T EXF} I FZESS E?ECCEMF3EF:k> T1s 3.:soEB: 2 I CERTIFY THAT 1: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2`. I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3 I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INqL �D�E DMOR�E THAN 3 BEDROOMS SIGNED: -_---------- RPPLIC*NT B ISSUED BY V4. 0. T, T'. W-2 2 O & E ENONEERING & DEVEL04WMENT CO. Box 90, Davis St., Eagle River, Alaska 99577 ' 694-2774 or 688-2280 Russell Oyster Earl Ellis 694-2774 SOIL LOG 686-2280 Performedfor: Name:G°#41"sRKUGg1Vu ee"VSM- Tel. No. 08`Z35'O Mailing Address: ®° �aX 32.3, ,fAc4L� ,/eiYE2, 14/<. 99577 Legal Description: /.or 6, BLoGK 3, 1;15111N« � AEU) EST Sylg- Depth (feet) 0 1 A& 2 3 Soil Characteristics 5X7- /o,- Soil, 4 5 -.f, er-tc, % es7- 6 6P-srt Sr>zA./jb. 7 8 moo gf��,rz, l/9 10 — 11 12 13 L307-IV,44 of /�iT PLOT PLAN /Jo SC4LE PERC.TEST 14 5/8 "L4S7- 3v �-W/N 1516 OF A e A eNaea� Ground Water Encountered: Yes No k� If yes, what depth 0'� r e m 49ysa Proposed Installation: Seepage Pit_ Drain Field Performed by: Date: �/ A 2 Earl P. Ellis Time W Time - We ni�fi Ano Date _ Date Date Inspector Inspector -Inspector- - Comments .Conditional Approval - E AG Al Hj - MUNICIPALITY OF T P, u`- "i T.'I R, - DFPT. OF ENVI&ONNarj'A_ t. '-CTION On 16 1982 RECEIVED 3 .4p Date Sewer Installed - - Permit No. �aT®�.� - Septic Tank Size - - �D^ Holding Tank Size Soils Rating - Well To Absorption Area - Well Log Received - - Well to Tank n - APPLICANT FILLS OUT LOWER ,H Property t?wner __JJ '` x`' - 4.. Phorre Mailing Address ijpX West: 9ciS-77 _. '4: je¢ 2S2, Buyer W1 I R L - Address - - - - ,Lepoing lnstitutiooL24PKoA elr, .1 t {,z - - - Phone Address r 4�b 1�(t- �} -S43S _fealty Co. & Agents Ge..r.,.(r- _ >;� Phone �\ 04 Address t t/{i . Legal Description - Street Location` - - 'Typ Residence , J Single Family - - ❑ Multiple Family _ No. of Bedrooms El Other Water Supply - - - Qlndividual ATTACH -WELL LAG. A weir log is required for all wells drilled since June - ,EI Community ; - 1975. For wells drilled prior to that date, give well depth (attach log if. - ❑ Public Utility ; available.)- - Sewage Disposal Disposal )individual- - Year Individual Installed: ..- ❑ Public Utility - - - - -When Connected to Public Utility: - O Holding Tank - NOTE. THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING C#N BE INITIATED. EG • Municipality of Anchorage L On -Site Water and Wastewater Program (907)343-7904 Certificate of On -Site Systems Approval ? Parcel I.D. 051-79-232 Expiration Date: 1 J� 1. GENERAL INFORMATION Complete legal description McKINLEY VIEW ESTATES BLK 3 LOT 6 Location (site address) 22733 SENECA CIR., CHUGIAK, AK 99567 Current Property owner(s) CRAIG WITHEE Day phone 688-2981 Mailing address Real Estate Agent Day phone 2. TYPE OF DWELLING: 0 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 0 Individual Water Storage ❑ Holding Tank ❑ Community Class A Well Q Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: NONE Distance: --- Received by:;%`F'-- ' - l Date: to 5 COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 4 asst Waiver Fee $ Date of Payment QLo-b-&3 Date of Payment Receipt Number an -g -/46 Receipt Number COSA# otowm 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 SPURKLAND ENGINEERING Address 203 W. 25TH AVE.,STE.202A, ANCHORAGE, AK 99501 Engineer's Printed Name LARS SPURKLAND 6. DSD SIGNATURE _��System #1 Approved for 3 bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, Phone 279-3916 Date 9/24/13 ,.. gyp. • ' .S. � 10 i �• Q T • r� P�/� E. SPURKLAND,., I �'• 1150 � 1 F�``pROFES ION¢' with the following stipuati�l��` By. r ° Original Certificate Date: 0 - Thear chorage 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 engineers work. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet r . If more than 1 septic system is on the lot: COSA Checklist # 1 of 1 Structure served by this system 1 Certificate of On -Site Systems Approval Checklist Legal Description: MCKINLEY VIEW ESTATES BLK 3 LOT 6 A. WELL DATA Well type A If A, B, or C provide PWSID # 210597 Date completed Sanitary seal (YIN) Total depth ft. Cased to ft. FROM WELL LOG Date of test Parcel ID: 051-79-232 Well Log (YIN) Wires properly protected (Y/N) Casing height (above ground) in. AT INSPECTION Static water level ft. ft. Well production g.p.m. 9 - 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 BIOCYCLE/ FIBERGLASS Tank size 1500 gal. Number of Compartments 4 Foundation cleanout (YIN) Y Depression over tank (YIN) N Date of pumping NEW Pumper NEW Date installed 6/18/13 Cleanouts (YIN) MANHOLE High water alarm (YIN) Y C. ABSORPTION FIELD DATA Date installed 6/18/13 Soil rating (g.p.d./ft2 or ft2/bdrm) 2.0 System type MOUND BED Length 20 ft. I Width 15 ft. Gravel below pipe D.5 ft. Total depth 3 ft. Eff. absorption area 300 ft Monitoring tube Y Depression over field N Date of adequacy test NEW Results (Pass/Fail) NEW For _ bedrooms Fluid depth in absorption field before test in. Water added gal. New depth in. Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) If yes, give date D. LIFT STATION Date installed 6/18/13 Size in gallons 1500 "Pump on" level at 25 in. Datum PUMP CHAMBER RIM E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot - Absorption field on lot Public sewer main Sewer /septic service line Animal containment areas "Pump off" at 44.5 Cycles tested NEW in. Manhole/Access (Y/N) Y High water alarm level at 22.5 Meets alarm & circuit requirements? YES On adjacent lots - On adjacent lots --- Public Public sewer manhole/cleanout Holding tank Manure/animal excrete storage areas - SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 5'+ Water main NA Water service line 10'+ Wells on adjacent lots 100'+ ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Water Service line 10+ Surface water 100'+ Curtain drain 50'+ (N.O.) Wells on adjacent lots 100+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that / have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name LARS SPURKLAND Date 9124/13 COSA brown sheet 10-10-12.doc Absorption field 5'+ Surface water 100+ Water main NA Driveway, parking/vehicle storage1� in. 0 a Vol Fri W 0 PLOT PLAN AS BUILT X SCALE 1" = 30' GRID NW 1459project No. 13-180 Lang & Associates, . inc. t1500 Daryl Avenue, Anchorage, Alaska 99515-3049 (907) 522-6476 Phone 000a�ppq Registered Land Surveyors (907) 522-4625 rax o Q kenOlangaurverycom / jonathgnOlangaurvey.com OF Ak ON �rS` ,..••• ... 544 1 hereby certify that I have surveyed the following described properly: �P' ; f �O LOT 6, BLOCK 3, McKINLEY VIEW ESTATES SUED. (Plot No. 82-225) �: 49� Anchorage Recording District, Alaska, and that the improvements situated thereon are ........:... : within the property lines and do not encroach onto the property adjacent thereto, that V % no Improvements on the property lying adjacent thereto encroach on the surveyed...... premises and that there. are no. roadways, transmission Imes or other visible Q : ' itENNtZFI 0. easements on said property except as Indicated hereon. Q E2 C Opted this the Lit Oa of rf ,gin ,' a , q , ��''•. S-50 J— y L� at Anchors e Alaska It Is the responstblitty of the owner to determine the existence of any easements, 4�4ROloN1'�� covenants, or restrictions which do not appear on the recorded subd vision plat. ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this sttbay of ? A � �';� if 20' �, by and between ' A herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (A W WTS), described as L31 ® M C L6 located at (legal description). vi Evi 2. Definitions. Alteration. Any change to the design or function of an A W WTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an A W WTS that were included in the original design which would allow the AW WTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an A W WTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AW WTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations. Installation and Removal of Additional Equipment. Prior to performing any alterations to an A W WTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their A W WTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the A W WTS for the entire term of the A W WTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the A W WTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AW WTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the A W WTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. H. Owner agrees that the A W WTS installation and maintenance requirements as provided by the AW WTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B, For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: a. Owner _ Z—fj � M f)x V V L )-�' b. Municipality: Director. Community Development or deshmated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER: BY �L �' t _ - (signature) Date:i cu 1 --.._._(Print name) STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this�—' day of 20e by _be- - NJ NOTARY PUBLIC FOR ALASKA My Commission expires: Ua MUNICIPALITY: i ,o,o'tARY '1 MY comrnisston expire`✓.�1-� N AUBoo / Date: name) Title: