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HomeMy WebLinkAboutUS SURVEY 3201 LT 11 T10N R1W SEC 9/10 Onsite File US Survey 3201 Lot 11 T1ON R1W Sec 9 / 10 #090 - 021 - 20 Mar 16 22 09:06p Anchorage Well & Pump Ser 9072430742 p.1 MUNICIPALITY OF ANCHORAGE Development Services Department �: 1 Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: Date of Issue: Parcel Identification Number: 090 021 -20 Legal Description US SURVEY 3201 LT 11 TI ON R1 W SEC 9/10 Block Lot Property Owner Name &- Address: BOSAK, JODI J & MONTE L 269 SAWMILL ROAD BIRD CREEK, AK 99540 Pump Installation Date: 43 - 15 _ 2022 69 Pump Intake Depth Below Top of Well Casing: feet A.Y. MCDONALD Pump Manufacturer's Name: Pump Model: 7V 12 Pump Size: '50 hp 9 Pitless Adapter Burial Depth: feet CAMPBELL Pitless Adapter Manufacturer's Name: Pitless Adapter Installer: Well Disinfected Upon Completion? Yes 0 No Method of Disinfection: PELLETS Comments: Pump Installer Name: _ ANCHORAGE WELL &PUMP SERVICE Company: 7640 KING STREET ANCHORAGE, AK 99518 Mailing Address: 907-243-0740 City: State: Zip: Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. • Municipality of Anchorage On-Site Water and Wastewater Program • (907) 343-7904 Page 1 of 2 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP171303 PID Number: 090-02(-20 Dwelling: ❑� Single Family (SF) ❑ Duplex (D) ❑ Multiple(SF and/or D) Project: ❑ New ❑■ Upgrade Name: OREILLY ABSORPTION FIELD Address ❑ Deep Trench Q Shallow Trench El Bed ❑ Mound ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 0.8 GPD/SF 2.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot 1.0 Ft. 1.0 Ft. Fill added above original grade Gravel length Township Range Section 1-2' Ft. (2) 67 Ft. LOT 11 U.S. SURVEY 3201-BLM Gravel width Beds: Number of Lines Distance between lines SEPARATION DISTANCES 5.0 Ft. Ft. To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 750 Ft2 2 10 Ft. Well 100'+ 100'+ 100'+ TANK ❑ Septic ❑ S.T.E.P. ❑Holding ❑Other Manufacturer Capacity Surface Water 100'+ 100'+ 100'+ ANCH TANK 1250 Gal. Material Number of compartments Lot Line 10'+ 104 101+ STEEL 2 — NA Foundation i 10'+ 104 10'+ LIFT STATION Manufacturer Capacity Curtain Drain UN ' UN UN ANCH TANK 500 Gal. Remarks OLD LEACH FIELD CAN'T BE REUSED Pump on level at Pump off level at High water alarm at _DUE TO HIGH WATER TABLE 36 in. 24 in. 40 in. Pump make and model Electrical Inspections performed by STANDARD RISING SUN ELECT. PIPE MATERIAL House to tank 3034Tank to 3034 Installer drainfield MIKE N ANDERSON, P.E. Drainfield 3034 CO/MT Inspector MIKE N ANDERSON, P.E. BENCH MARK (Assumed elevation) 105.2 ft Inspection 11' 8-20-18 2M' 8-21-18 Location and description 3"' 41" SOUTHEAST CORNER OF THE DECK COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL .•�~, 1,, P••. Conditional Approval: Date :47 ' J., *.y,t '*i 49TH •*1/1 1 • 611k 0 MICHAEL N. ANDERSON ;Z �/>!r(� . l Q 1 i� � k `RaFES`�' Approved ‘ t I`h Date l OJ /i Inspection Report_9-1-12.doc Permit No. OSP171303 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: LOT 11, U.S. SURVEY 3201—BLM PID No.: 090-02j-20 / `N I MARK • ,/ B r D / \ C A 2 \ •T 02 \ 41H / 4 25 / \ MT1 / 105 80 MT3 / 87 —'eAEXISTING WELL \ rl �� / / \ BENCH / © '�\ N \\ / / OFD SYSTEM DECOMMISSIONED I 1 I 1 ()D,RIVEW / ——TW4 Viov \ / V , / 1 \\ ��/ 1 • // MT2 \1// �\ —�� — • 11H#5 / - 1 / --/-_ --- \ MT4 // 0z X01 ^ CO2 /____ � dCm1� B C ( ` \ NEW 500 STEEL STEP TANK N /CO2, N T41 T3 C04 • SECONDARY LEACH F' D DESIGN \� � \ ' 15X67, APPLICATIO• OF 0.6 GPD/SF �/ \N �\� TH2 N ~ ——STEEL TANK 1 \\ \ J ''' ''\-----• N N N N \ \\ /) /N / ASBUILT`,. _-' SCALE: 1"=50' C01 rico, �CO2 COS [Co6 TC01 _N" uTl I3 �r M'2h4 .�� O� �,1,� 1 (TCO2 CO / 46 '. .> X0.0 ww ORG •, y * % _! _y fi1LTER FABRIC&INSULATION v TH 3,, •�. 1.150 Q i 500 GALLON SRO,•�* CN 0 • B8.8Gu0N id•(.• 45 / SEEP 99 • .. • STEEL TANK B / r,,,,, • TANK eo.s T eos 0. :. / MICHAEL N. ANDERSON! . � � 1. ,. No. /9469 h wmgft 0,94 SEPTIC SECTION S 1 9010 tiff/4 4" . ••.•• . .........`n\_ . N.T.S. 04 ...SS ...4 ld_W94 MUNICIPALITY OF ANCHORAGE „Cnt On -Site Water & Wastewater Program S PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite , L)ehtme11 ar On-Site Wastewater Disposal System Permit I o ��(p t Permit Number: OSP171303 Effective Date: 10/11/2017 Work Type: Septic Upgrade Expiration Date: 10/11/2018 Tax Code Number: 09002120000 Site Legal Address: US SURVEY 3201 LT 11 T10N R1W SEC 9/10 GA760 Site Mailing Address: 296 SAWMILL RD, Indian Owner: O'REILLY JAMES VINCENT Lot Size in Sq Ft: 108900 Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING Total Bedrooms: 4 This permit is for the construction of: Q 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 I I/m/17 ( 7/Z11,9 Gd Z G PS4� n C �IGi✓Ip2 . /Uccv f olaftorl Received By: Issued By: Date: f'� l // a Date: (/ MUNICIPALITY OF ANCHORAGE 4101 ill 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 Parcel I.D. 090-021-20 Property owner(s) VINCENT & MARGARET O'REILLY Day phone 'O 3 23 5— Mailing address 296 SAWMILL RD #8550 Bird Creek Ak 99540 Site address Same Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) US SURVEY 3201 LT 11 T1ON R1W SEC 9/10 Lot Size 108900 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (Z all that apply) Absorption Field x❑ Initial ❑ Single Family (SF) ❑x (w/wo ADU) Septic Tank ❑x U i` -7f y 70 Duplex (D) ❑ Holding Tank I I o./ , Multiple Dwellings ❑ Privy ❑ a �C r \ (SF and/or D) Private Well Ill t) 2011 A a Water Storage ❑ 5 THIS APPLICATION INCLUDES A VARIANCE!WAIVER REQUEST` FO i DQystAnce: i2 I certify that the above information is correct. I further certify that thj4 ' in accordant " fh applicable Municipal Codes. \qti� \`g L 9 5 ...% MA— (Signature of property owner or authorized agent) Permit/Rush Fees: 57611 341-1/6 Waiver Fees: Date of Payment: OOP /0/42/19- 19116/Date of Payment: (; Receipt Number: ` Receipt Number: Permit No. (ISP/ 13403 Waiver No. Permit App__- ::_..L Co _C ,Tune 25, 2018 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: New Septic Permit, Change Order Legal: US SURVEY 3201 LT 11 TI ON R1 W SEC 9/10 To Whom it may concern: This is a request for a change order to the septic permit (OSP 171303) on the above referenced lot. After further investigation the water table has changed therefore we need to modify the design. Two more additional test holes (TH #4 & 5) were completed and found the same soils (GM) but the water table has risen to 6 feet. Our new design will be twin 5 -wide shallow trenches (5, ) to keep away from the high water table. The new proposed 5 -wide system will be located on a small ele ated bench and should be a better site. A secondary site has been shown see the plan. This change order will not impact any of the neighboring properties due to the lot layout. Please call me if you have any questions. Sincerely #V4, Michael N. Anderson, P.E. 4661 Natrona Anch, Ak 99516 Ph 727-8864 DESIGN CRITERIA: Z _ /-TOPSOIL (TH#1) (TH#2) (TH#3) (TH#4) (TH#5) 4 BDRM X 150 = 600 GPD 1.0 ORG ORG ORG 0 5 ORG ORG -1.0 FILTER FABRIC SOILS = 600/0.8 = 750 GPD -2.0 I & INSULATION 750 GA/5 x = 131' 5'0 4"0 PIPE GM GM GM GM GM 12" DRAIN ROCK 7 10 10 (2) 5' WIDE TRENCHES H20@4 H20@6 H20@6 2.0' DEEP 12 5/15/18 5/15/18 5/15/18 1.0' EFFECTIVE H20@7 5.0' WIDE 11/13/17 (2) 9' LONG 18 (Alt H20@8.5 11/13/17 SEPTIC FIELD SECTION X SWELL \` �/ EXISTIN SELL I 1 WE — i �' � � i I r � WELL EXISTING HOUSE \ \ \ / \ \ \ ✓ �\\'. �—� .—tel \ < PROPERTY L E / PROPOSED \ I \I \ DRAINAGE FIELD / \ WELL \ LOT HAS CABIN BUT NO WELL / \ /OR SEPTIC FOUND //OPO" Septic Design Prepared for VINCENT & MARGARET O'REILLY .•�P� OF q��s��♦♦ US SURVEY 3201, LOT 11, T1 ON R1 W, SECTION 9/10 �• 49TH1�' Bird Creek, Alaska • : ............ ..........:..... ... , i Michael N. Anderson, P.E. DATE: 11/14/2017 �j :MICHAEL N. ANDERSON;= 4601 NATRONA AVE ���� • No. CE 9469 ANCHORAGE ALASKA 99516 DRAWN: DJR � ,•• 1� (907) 727-8864 / FAX: (907) 345-1391 SCALE: 1 "=200' �����SS�i�� 60 -7zY1 TOPSOIL&SEED DESIGN CRITERIA: VEGETATION (TH#1) (TH#2) (TH#3) cn GRADE W/3:1 • 4 BDRM X 150 =600 GPD ORG ORG •416111.0 1.0 1.0 _'DRG • 0.0 FILTER FABRIC SOILS = 600/0.40 = 1500 GPD -1.0 & INSULATION 1500 GA120 = 75' GM GM GM 20.0 `4"fa PIPE 6"DRAIN ROCK 7 — MOA FILTER SAND t1? BED H2O@5 0.0' DEEP 12 11/13/17 0.5' EFFECTIVE H20@pp 20.0' WIDE 11/13/17 75' LONG 18 H20@8.5 11!13117 SEPTIC FIELD SECTION X / / IN N / • /////,_' // // ^-'-`,N 1\ / / /'`�\ // / r/� `\`yv ELL 1 I // / N......-- / . J-) N / / / N \ i i� `• / / • / \ \ / / 1/ ‘ti /1/ EXISTING WELL \t / N i 1-'/ ,- 100'RADIUS I N J K. . \ W -1 i� / • I 1 N N / N N / /I W'LL \1 ,EXISTING HOUSE N\ N. N N \ ` / 7. ,11 `/ \ / N .: /' / 40 o NN , \ •; \ ( 'PROPERTY LINE / \ / \` „ .4, - 1 / / N. N / 0 \ .._ 7 / / N !/ N u/ i `N\04� PROPOSED / / N 1* NN DRAINAGE FIELD / \ 1 •WELL // // > \� / � � \ NN\ \ / / // ^ —_ / \ \. N / / / N / NLOT HAS CABIN // / N N / \\\ BUT NO WELL \OR SEPTIC / // N N / >ti FOUND / N / // // N N N / >•N` `N /'di- ' N / / N. \ N �� S� N\ // / \\, \� `5° / !y-9,pO u // \ \ A.0 // "Yr cAA,-9,1.: / N /' N ` // X\ Septic Design Prepared for _sigainis*%1,� VINCENT & MARGARET O'REILLY +•�_ �• F 44' +.4V.� US SURVEY 3201, LOT 11, T1ON R1W SECTION 9110 �'� �I, *• # M ` 49TH /\ ▪• 0 Bird Creek, Alaska : 114 .. •• Michael N. Anderson, P.E. DATE: 11/1412017 +0jt':.MICHAEL N. ANDERSON/'4= No. CE 469 4601 NATRONA AVE DRAWN: DJR s ! \: ANCHORAGE,ALASKA 99516 _ ♦fit .�.. • . Q,�- ~ (907) 727-88641 FAX: (907) 345-1391 SCALE: 1"=200' .4.� SS•�4•4 DELAKS ADDITION LOT 12C I / I PROPERTY LINE I I CC) \\ US SURVEY 3201 \ LOT 6, T10N, R1W EXISTING \ HOUSE I� EXISTING WELL 100' RADIUS \ I I � I o I V I N �w 8 CL v W � ��'-- a \ \ i y� MT - - - - - - - —v - MT O ----- --- X___MT / MT \ ��, ��� �• TH#,5' O / NEW 1250 GALLON - STEEL TANK W/ 500 / GALLON STEP lo \✓ / \ \ O \� \ EXIS- \\ DECO US SURVEY 3201 LOT 22, T10N, R1 W - \ C f L[Tj •� \ � o 4 / w �I O MT t f � I TIS#1 f \ PROPOSED 15X75 \\ BED FOR ------SECONDARY SECONDARY NO SLOES OR \TH#2 DRAINAGE FIELD CUT BANKS > THAN 25% WITHIN / 100' // \ ` \ \ \ \ \ \ I\ / PROPERTY LINE \ \ \ \ \ GLF�< \ I \ ® \ x \ US SURVEY 3201 \ LOT 10 NW PTN, T10N, R1W Septic Design Prepared for ♦♦♦♦�`��rr�� VINCENT & MARGARET O'REILLY �.♦PSE OF US SURVEY 3201, LOT 11, T10N R1 W, SECTION 9/10 49 TH Bird Creek, Alaska ■ ......... . P.E. ....................................... .= Michael N. Anderson, I - DATE: 6/14/2018 �# C :;MICHAEL N. ANDERSON: 1� No. CE 9469 AW 4601 NATRONA AVE DRAWN: DJR #j `': ANCHORAGE ALASKA 99516 • ' 1 "=50F�SS� (907) 727-8864 /FAX: (907) 345-1391 SCALE: •' ��rrr���♦� ♦ „i:,%?.."4:..N.Nbod OF41 Municipality of Anchorage ,,~A + WEER' �34.4:,.._T¢ Development Services Department ..A.-4_, •;7 +j \ Building Safety Division ::49TH ;r �� 1 1111/ j s� l On-Site Water and Wastewater Program ��J'” #4 I � 1 4700 Elmore Road r. �► P.O.Box 196650 Anchorage,AK 99507 ,! www.ci.anchorage.ak.us i MICHAEL N. ANDERSON =I) (907)343-7904 e •. CE-9 69 ./.4,;:-.•,:i >+. / •• �ti Soils Log - Percolation Test ��1,4• p �� h`�: �' Performed For: (] P, r Date Performed: r- 7 tot? n I Y eI, ,' r y�io T Legal Description: is L 7-4 Lc, (I T /O Township,Range,Section: Slope Site Plan Depth (Feet) (9V- e) Otnre A 1= 2- `??G ,1:1-('4,r._ 1,1c,0- , 3- 4- 5- 6- 7- 8- WAS GROUND WATER �/ 9- ENCOUNTERED? /4 p S 10- IF YES,AT WHAT DEPTH? L Depth to Water After 0 11 Monitoring? E 12- I Date ///2-// y7 13- �t I l- 1- ^ 4t sv� , f2k,. 14- Rending Date Gross Time Net T me Depth to Water No Dr:T 15- • er/ // 31.2ti/n (v rt /, s 16- 4 1 /'6 ', 17-` 17u td vf, , G i� / ,S" 18- 6 , Ir 5 .. 19- to " 20- PERCOLATION RATE 7,a :r,i-utes/nch 1 PERC HOLE DIAMETER ‘ 1 t TEST RUN BETWEEN ( FT AND 5' FT COMMENTS -e.e p �Cf6 Lir ry..t Hi 7 L„ PERFORMED BY: P 4(•J A I CERTIFY THAT THIS TEST/UPI PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: /0 /1 7 4~ (') r �.���., • Municipality of AnchoragePew 1-(ENGINEER'S SEAL) Development Services Department r C? i•� �r • Building Safety Division f ' : 4 f T H •. -j On-Site Water and Wastewater Program r 9 � t • -• 4700 Elmore Road 2 P.O. Box 196650 Anchorage,AK 99507 I. h • MICHAEL NA6(DERSCN ;," /� www.ci.anchorage.ak.us 1 • (907)343-7904 ..•. CE-9469• .•:j Soils Log - Percolation Test •I,/0p';••-•••tc,'\`� I�qa,f as1aI�� Performed For: . {r i[Li — Z rt c+r I N Date Performed: ///9 � Legal Description: (4S S1,4.r•n2N 1-v 1- J f Township, Range,Section: Slope Site P',m Depth (Feet) 1 C�fCj 0$1,,,,,,_ e., 7Trr p(` r1 •2- 3- 4- 5- (-7/•/1 (-7/•'l . . . 6- 7- 8- WAS GROUND WATER J 9- ENCOUNTERED? f r S 10- IF YES,AT WHAT DEPTH'? /i Depth to Water After 1 r, 11- Monitoring? q F 12- Nelt ,/ I D.3te ///fit/-�- 13- TI`J 04 //h it}- /4 od4. 17Y. ,,rf 6, , 14- Reading Date Gross Time Net Time Depth to Water Nut Drop 1yJ/ ' 3 & il 4yi, Le-i16..) 15- i/ //'7_ Orn/n 16- r (�/r / 11 17- [./ I, (i-i / 18- G/' j, W'r 19- /(C 20- PERCOLATION RATE Z2.---- (mmulesimci i PERC HOLE DIAMETER le TEST RUN BETWEEN / FT AND " T COMMENTS PERFORMED BY: MeVC I CERTIFY THAT THIS TEST WA PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ///f 3 F Municipality of Anchorage a clNtLre-s'sEAti�l,I A Development Services Department •• ••.'j it • \ Building Safety Division */ 4 4 T H '� 1-`l Kill:# , •\ On-Site Water and Wastewater Program % j i0 I 0,_ 1- ) 4700 Elmore Road 692...T r I\\\ P.O. Box 196650 Anchorage,AK 99507 / \ www.ci.anchorage ak.us i .MICHAEL N. ANDERSON ;c_'- %' �_��/ (907)343-7904 I .i--1 ••. CE-9469 ''f Soils Log - Percolation Test lt ^p���••••,;c� -;� 'l,�r ea;l 4 Performed For: (� 'T► l I t� Date Performed: l7�r74"� Legal Description: 1/"I• (/ Township,Range,Section: Slope Site Plan Depth (Feet) -_ 1 ` r .(9,rr�l I 2- 6 -e-e �a✓l, 3- 4- C71 5- - 13- 7 - v. ,/ 8- i it t�t7 v✓1 WAS GROUND WATER ` O 9- ENCOUNTERED? S 10- IF YES,AT WHAT DEPTH? L Depth to Water After 0 11- Monitoring? O E E ` 12- Date. f/ /r f f/2 13- 0t J,w/t . /(1A, PcY,,d.4. t 14- Reading Date Gross Time Net Time Depth to Water Net Drop 15- 11/117/'Z- 3Uhi,n 6, l/ /f174 H I.I// 16- �` f,y ,, 17 (p " 1, 4 18- (1I ` 1i t, .�tl. 19- 20- PERCOLATION RATE Z-[mnutes,r+. PERC HOLE DIAMETER Le TEST RUN BETWEEN / FT AND -t..--- FT COMMENTS PERFORMED BY: A/`/\J I CERTIFY THAT THIS TEST W S PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 1/ 7/ Coz Municipality of Anchorage WAS GROUND WATER ,K `YEgCjINEEIRM/85gL)" Development Services Department�`�; j On -Site Water and Wastewater Section ENCOUNTERED? '(-e 1 ' V 4700 Elmore St. s / a e P.O. Box 196650 Anchorage, AK 99519-6650 www.nlLini.org/onsite ° ° ° ° ° ° (907) 343-7904 MICHAEL N. ANDERSON Monitoring? CE- 9469 s Soils Log - Percolation Test Performed For: o A � p K Date Performed: � t7 f tit c Legal Description: I t �7 �aVV'e Township, Range, Section: Slope 1- 2- 3- 4- 5- 6- 7- 8- 9- 10= 11- 12- 13- 14- 15- 16- 17- 18- 19- 20 - COMMENTS jV C, G M. Site Plan P,Q e' "a le. ­� Reading WAS GROUND WATER Gross Time Net Time ENCOUNTERED? '(-e 1 ' V IF YES, AT WHAT DEPTH? s / a e 1,k0 Depth to Water After i P Monitoring? (p E Date: � Site Plan P,Q e' "a le. ­� Reading Date Gross Time Net Time Depth to Water Net Drop 30r►./n l� r� Z, v 4 PERCOLATION RATE ( -4?,- (minutes/inch) PERC HOLE DIAMETER [p TEST RUN BETWEEN Q, 5' FT AND r FT PERFORMED BY: A- I / N /� I CERTIFY THAT THIS TEST AS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: (o Municipality of Anchorage �- Development Services Department On -Site Water and Wastewater Section ,.� 4700 Elmore St. P.O. Box 196650 Anchorage, AK 99519-6650 www.niuni.org/onsite (907) 343-7904 Soils Log - Percolation Test Co-�Z �Ef�Glfy'Er�R'SlS,�At%)y� ', s ���'�,° . �vif`�� °°`•yam'€tA °° .i ... . 0 . ° o e �} ;„ ° MICHAEL N. ANDLasCN °ter CE - 9469 •�;' ♦ °. 5 r v ° I �it�SSti�I� Performed For:—�–N Date P rf �Y'�LIVI"w t 6 e Ormed' . Legal Description: to 4 17X 'ry n" l'y^[` / � Township, Range, Section: _ Slope n6 1- 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20 - COMMENTS o�y . LUvgI--, ?t%`/I r J%/t WAS GROUND WATER tel? ENCOUNTERED? Net Time Depth to Water �J� 4 L IF YES, AT WHAT DEPTH? Depth to Water After t P Monitoring? E Date: F-0- r-7 i Site Plan 01'r- -L„aU - Reading Date Gross Time Net Time Depth to Water Net Drop 1Ubrrr vt S PERCOLATION RATE ( 2__ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN 491< -FT AND FT PERFORMED BY: /0 t\(J, I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: n' • i•t C Municipality of Anchorage On-Site Water and Wastewater Program (907) 343-7904 " hall CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 090-021-20 Expiration Date: l' l> g 1. GENERAL INFORMATION Complete legal description US SURVEY 3201 LT 11 T1 ON R1W SEC 9/10 Location (site address) 296 SAWMILL RD BIRD CREEK, AK Current Property owner(s) VINCENT O'REILLY Day phone Mailing address _296 SAWMILL RD #8550 BIRD CREEK AK. 99540 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 ❑ Waiver/Variance request for: Distance: Received by: //44-- Date: /174(//j COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee $ 702v) Waiver Fee $ Date of Payment ' (' Date of Payment Receipt Number Receipt Number COSA# OCC ( 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 MIKE N ANDERSON.P.R. Phone 727-8864 Address 4661 NATRONA AVE. Engineer's Printed Name MIKE N ANDERSON. PE Date 10/8/18 OFAt:1k_ • •M 6. DSD SIGNATURE • ;•• . ........... MICHAEL N. ANDERSON System #1 Approved for bedrooms. r s;... CE-9469 ..•��,``�� System #2 Approved for bedrooms. ��1FpP��� i� •'�a`��`' lk ROFESS10..A' Disapproved. �� 0�0� Conditional approval for bedrooms, with the following stipulations: • 5 wNIER p`NUR .? NAS�GRAN1 0. By: Original Certificate Date: (0 -e The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 10.10-12 dot 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: US SURVEY 3201 LT 11 TION R1W SEC 9/10 Parcel ID: 090-021-20 A. WELL DATA Well type Private If A, B, or C provide PWSID# Well Log (Y/N) N Date completed 1970'S Sanitary seal (Y/N)Y Wires properly protected (YIN) Y Total depth UN ft. Cased to >40 ft. Casing height (above ground) 12"+ FROM WELL LOG AT INSPECTION Date of test 9/17/2017 Static water level ft. 61 ft. Well production g.p.m. 5+ g.p.m. WATER SAMPLE RESULTS: Coliform NEG colonies/100 mL Nitrate 0.422 mg/L Arsenic: ND ug/L Date of sample: 10-24-17 Collected by: Mike Anderson B. SEPTIC/HOLDING TANK DATA- Tank Type/Material STEEL/ SC '-t C_ Date installed 8.20.18 Tank size 1250+500 gal. Number of Compartments 2 Cleanouts (Y/N) N Foundation cleanout(Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) Y Date of pumping NEW Pumper NEW C. ABSORPTION FIELD DATA— Date installed 8-20-18 Soil rating (sf/bedroom) 0.8 System type 5-WIDE Length 131 ft. Width 5 ft. Gravel below pipe 1.0 ft. Total depth 2.0 ft. Eff. absorption area 750 ft2 Monitoring tube Y Depression over field N Date of adequacy test NEW Results (Pass/Fail) NEW For 4 bedrooms Fluid depth in absorption field before test_ in. Water added_gal. New depth in. Elapsed Time:_min. Final fluid depth_ in. Absorption rate >__600+_g.p.d. Any rejuvenation treatment(past 12 mo.) (Y/N &type) UNKNOWN If yes, give date D. LIFT STATION Date installed 8-21-18 Size in gallons 500 Manhole/Access (YIN) Y "Pump on" level at 38 in. "Pump off" level at 24 in. High water alarm level at 40 in. Datum BOTTOM Cycles tested NEW Meets alarm&circuit requirements? Y E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main 100'+ Public sewer manhole/cleanout 100'+ Sewer/septic service line 50'+ Holding tank 100'+ Animal containment areas 100'+ Manure/animal excrete storage areas 100'+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 10'+ Property line 10'+ Absorption field 10' Water main 100'+ Water service line 50'+ Surface water 100'+ Wells on adjacent lots 100'+ ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10 Water main 100'+ Water Service line 50'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain 50'+(None Known) Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION to, •O�''��'QS k� I certify that I have determined through field inspections and j./49TH %ti ••':v*1 10 review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name MIKE N. ANDERSON, PE ��.;MICHAEL N. ANDERSON ; ti• CE-94-6/9 ,� Date 10/812018 �1' �,,�Fo•./���/4l •. •���c��,� COSA canary sheet_2-6-15.doc Frontier Surveys, LLC Project No: 18-369 Date: September 18th, 2018 NORTH Ordered By:Maria Rich Plat:U.S.S. 3201 Grid:SW4760 Scale 1"=75' LOT 12B7 -.> ��Q` �� 5" LOT 6 L i''''' 4o6� ' BLM Patent Bk.192 Pg.392 0i�?�? aa, \\ ti9 o/ % ,K o 9. 1)17 6 • LOT 12C O,O /,0p` SEE HOUSE OET/�IL `i,�° F.a '?, c`:�Z, 00 / F / 1,,,._OORjI � , 1"� // A vto. jw� ROCK RETAINING WALL / /.1 ' LANTER a,r 11 5.2' /GRAVEL PATH � — csi m °. No. WATER OUT ,j!;44� ° ?rpe a. f 1, g. \ %. ® La. N,• ` CONCRETE PADS `�ti ® 21.6' slims 1v9 \ 4° \ O \ 12.2' • � \ • O O Np /GIa. FENCE POSTS/ �j COQ- '"v(`` 0 O 0 ,fib- \SEPTIC COVER OO �°�FRo Lot 11 �,,,o. � N4 �0,,� ' . So, \ U.S. Survey No. 3201 44 ,Q • \4 c>°oo e' ' N 2.5 Acres +/- o 4e N !y �"90 296 Sawmill Road .6b 9. 9 d' 2 Story Wood Framed House 4.,i SCHOALE: DETAIL �-���♦ \°. °o° GT'(/�a. yF \ q #Z#' IS'', \a. \ SF�'F aw ' 8q, y� \� \G T LOT 10 I ,� \� \ L'L::P.rtr [Bk.227;,, .., ♦ p 0 ` \ ,�� � �6 2.0' 2.0' \�0.°\ \ 4. cb- N4,,, NN `)q8?� : LOT 23 \w. \ N -.....,,,,,,,,:,....,...,‘ .. , \ `" ,, *it 2.0' BIM Patent-Bk.198 Pg.203 \Oft N 2ND STORY OVERHANG \q„ \� N\ Legend: �\,� \ \ a. Electric Meter/Outside Power i Telephone Pole °*. • ISI (Q Gas Meter ;moi Deck -0- Fence 0 37.5 75 150 OSeptic v11 Water Well —ow— Over Hanging Power Feet General Notes: 1.This document is created for the purpose of a single property transaction and is subject to Federal Copyright Law. 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.Dimensions to property lines are plus/minus 0.1ft. "\NN\\\'\\\y 1 t I I This survey complies with ASPLS Mortgage Location Standards.The survey represents visible improvements and e OF q 111 f conditions at the time of the survey.This document does not constitute a boundary survey and is subject to any P'( • . .qs, !!! inaccuracies that a subsequent boundary survey may reveal.It is the responsibility of the Owner to determine • , / the existence of any easements,covenants,or restrictions which do not appear on the record plat.Under no Lj '.17 // circumstances should this document be used for construction or for establishing a boundary or fence line. 49Th '.* As-Built Survey of: / '-' ......a.... ...„-/: i Lot 11, U.S. Survey 3201 - B.L.M. Patent Bk. 185 Pg. 254 A Frederic W. net . 4t I,Frederic Wagner, hereby certify that this Mortgage Inspection Surveywas performed byme,or / co •• No.1.5.9946 • �o g p //�c•`r� 9/25/2018 �‘`': under my direct supervision on September 18th,2018. ! F9 '' SJ_= !! eo l'i RoF • \k ...- Frontier Surveys, LLC FRONTIER 1 I t t FESSIONAt- `,'-' 650 W.58th Ave.Suite E Anchorage,Alaska 99518 -. tt\\\\\,,,, 907.460.1686-info@frontiersurveys.com 4i Sury SEAL www.frontiersurveys.com tar) • o •1.1c._ Municipality of Anchorage On-Site Water and Wastewater Program r all 0 (907) 343-7904 s'., 5 n r [*+ CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 090-021-20 Expiration Date: H i g`t O 1. GENERAL INFORMATION Complete legal description US SURVEY 3201 LT 11 T1ON R1W SEC 9/10 Location (site address) 296 SAWMILL RD BIRD CREEK,AK Current Property owner(s) VINCENT O'REILLY Day phone Mailing address _296 SAWMILL RD #8550 BIRD CREEK AK, 99540 Real Estate Agent Day phone 2. TYPE OF DWELLING: L. 5 ° �� ® Single Family (w/wo ADU) h� �''` A ❑ Duplex a- /y ., . �` 7 ❑ Multiple Dwellings (Single Family and/or Duplex) a r <r J la 3. NUMBER OF BEDROOMS: 4 `:- r✓ C V a qc-- 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATEIDISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class . Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: Date: //l/y/f COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee $ 7-62,0 Waiver Fee $ Date of Payment 11/0/0 Date of Payment Receipt Number Receipt Number COSA# ()O(J?15 &9 Waiver# • 5.STATEM TION BY ENGINEER As certified byeal 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 MIKE N ANDERSON,P.E. Phone 727-8864 Address 4661 NATRONA AVE. Engineer's Printed Name MIKE N ANDERSON. PE Date 11/13/17 �.r�% 0aC• t% r c a c o c u n i >o U eel 1 s• 71 7 )J I•t 6. DSD SIGNATURE System #1 Approved for bedrooms. ��13�� System #2 Approved for bedrooms. Disapproved. Conditional approval for �( bedrooms, with the following stipulations: • r brih( (JS LA) l b l rrs ad t Q Ifnr-11 • se,A3c e, �,��'P�-� Y 1011 i` i-( t 1 i ? oN-SITE • 1 ,, i .. aeil&Jcht/`V�l WATER AND R' WASTEWATER = PROGRA 7_ By: ktA Original Certificate'C'S . ! (- SER'J The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval.(COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet t0-10-12 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: US SURVEY 3201 IT 11 T10N R1W SEC 9/10 Parcel ID: 090-021-20 A. WELL DATA Well type Private If A. B. or C provide PWSID # Well Log (YIN) N Date completed 1970'S Sanitary seal (YIN)Y Wires properly protected (Y/N) Y Total depth UN ft. Cased to >40 ft. Casing height (above ground) 12"+ FROM WELL LOG AT INSPECTION Date of test 9/1712017 Static water level ft. 61 ft. Well production g.p.m. 5+ g.p.m. WATER SAMPLE RESULTS: Coliform NEG colonies/100 mL Nitrate 0.422 mg/L Arsenic: ND ug/L Date of sample: 10.24.17 Collected by Mike Anderson B. SEPTIC/HOLDING TANK DATA- OLD 1970'S DATA ' Tank Type/Material LOG CRIB? _ Date installed 1970'S Tank size UN gal. Number of Compartments 1 Cleanouts (Y/N) N Foundation cleanout (Y/N) N Depression over tank (Y/N) N High water alarm (YIN) NA Date of pumping Pumper C. ABSORPTION FIELD DATA— 1970'S SYSTEM TESTED * Date installed 1970'S Soil rating (sf/bedroom) UN System type LOG CRIB Length UN ft. Width UN ft. Gravel below pipe UN ft. Total depth UN ft. Eff absorption area UN ft2 Monitoring tube N Depression over field N Date of adequacy test 9-17-17 Results (Pass/Fail) FAIL For 4 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.) (Y/N & type) UNKNOWN If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/Access (YIN) "Pump on" level at in. "Pump off' level at in.High water alarm level at in. Datum Cycles tested Meets alarm&circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main 100'+ Public sewer manhole/cleanout 100'+ Sewer/septic service line 50'+ Holding tank 100'+ Animal containment areas 100'+ Manure/animal excrete storage areas 100'+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation _10'+ Property line 10'+ Absorption field 10' Water main 100'+ Water service line 50'+ Surface water 100'+ Wells on adjacent lots 100'+ ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10 Water main 100'+ Water Service line 50'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain 50'+(None Known! Wells on adjacent lots 100'+ F. COMMENTS 'CONDITIONAL COSA REQUESTED G. ENGINEER'S CERTIFICATION 1 s I certify that I have determined through field inspections and review of Municipal records that the above systems are in '* ;49TH conformance with MOA COSA guidelines in effect on this date. �...; •• �� Engineer's Printed Name MIKE N. ANDERSON. PE % • ••••• /1.0, MICHAEL N. ANDERSON /04 Date 1111312017 �✓' ' C 9 469 •''i t COSA canary sheet 2-6-15.doc _ Frontier Surveys,LLC Project No:17-109 Date:June 20th,2017 NORTH Ordered By:Maria Rich Plat:U.S.S.3201 Grid:5W4760 Scale 1"=75' LOT 12B 4. Pi -./� LOT6 `ra/ j / 11.2A stem 611'12 P•.O. 4.1 �' 3 .f \ ?0, LOT 12C 8 cy --fir ifINa,sFOFT 3,,•0 oo • I \ p,LFO �/ . 0, � 416. ,. \ / Lot 11 AOCN NI INNING WAIL • y P PUNTfN --le, ` S,. U.S. Survey No.3201 \ y / i f* 2.5 Acres+/- 1. lye" GRAVEL PATH •t ' j6,- `;o, e \4�\ O HATER/SPOUT r �P`i'� �� 0296 Sawmill Road 2 Story Wood Framed House • \+ CONCRETE PAIS S ti \ 27.6'• s+t:,s �Ns... - + o • 12.2 \ Q '4 \ MMCF POSTS • HP \ j0�+ `� ti l4 R090 \ ~N.." .1k, 4'G HOUSE DETAIL i \ .V TQC SCALE:1"=25' I� \ti 11-F • �ti rs3 \� N. ��F�Z F 8q, ti N, 42. \ T LOT 10 \ IMA Petent 61 227Pg 1,, O 0.\ % 1. , titi N14\\, \ S O 0 <a• ti°� \ ,� 20' l4M Paton. 2ND STORY OVERHANG N N.9. Legend: \q \, ti Electric Meter/Outside Power (71,; Telephone Pole Gas Meter n Deck -.0- Fence 032 75 150 S Septic Water Well —aur—Over Hanging Power 11 Feet General Notes, 1.This document is created for the purpose of a single property transaction and is subject to Federal Copyright Law. 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.Dimensions to property lines are plus/minus O.lft. ���w e'R\ This survey complies with ASPLS Mortgage location Standards The survey represents visible improvements and ria•!( OF A ,, conditions at the time of the survey.This document does not constitute a boundary survey and is subject to any dr III, •\e• .•. ••4 , inaccuracies that a subsequent boundary survey may reveal.It is the responsibility of the Owner to determine •• • / • • Ste♦ the existence of any easements,covenants,or restrictions which do not appear on the record plat.Under no / s , ...1 • circumstances should this document be used for construction or for establishing a boundary or fence line. 4 9T.11 ' ; * f As-Bunt survey of: ` ; 0 Lot 11, U.S. Survey 3201 - B.L.M. Patent Bk, 185 Pg. 254 ••••-•- --- ----- ••••• FREDERI : / I,Frederic Wagner,hereby certify that this Mortgage Inspection Survey was performed by me,or ••. LS-9946 • • under my direct supervision on lune 20th,2017. ,$, ••.-7/f silZ.• • +4Fre ••.•.•`v.+ FroWierthAve Suites,LLC E Anchorage,Alaska 99518 FRONTIER- It� �� 907 460 1686-info@frontiersurveys.com PROFESSIONAL SEAL www.frontiersurveys.com