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HomeMy WebLinkAboutT12N R2W SEC 31 NW4NW4NE4T12N R2W Sec 31 NW4 NW4 NE4 042-081-03 Municipality of Anchorage Development Services Department Yy: Building Safety Division On -Site Water and Wastewater Program. 4700 Bragaw St. P.O. Box 196650 Anchorage. AK 99519-6650 Page / of Z www.d.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. w0 03 PIDNumber. 02 -MBI -O i Runt. JAMES CARDWELL Wastewater System: ❑� New ❑Upgrade ban.. 6650 FAIRWEATHER DR., ANCHORAGE, AK 99518 ABSORPTION FIELD prone: 522-1430(H) 748-8686(C) ""rW of Bed oan` 4 0 Deep Trench O Snawe, Tr.rad, O Bed 0 Mand ❑ other LEGAL DESCRIPTION Sad Ratexi 15 Total DOM from argiW crane 19 AVG. GpDFe Ft. Blo1c W: Srmwan Depth n ppe ocean from o gew grade: Gaal det oar, «,sPoe NW 1N, NW Ile, NE 114 5' AVG. Fl. 5' Fi TO`�f"p 12N Range: 2W sedon:31 Fa coop atoee argnM gr.d.: Gravel Large[ 0.5 TO V Fl. 76' Ft. Well: © New ❑ Upgrade G" *ndox Nunes of tree: 1 DiNrKa betty«, Inas: N/A 2.5' Ft. FL Closed". (PrlaM., A B. Cr Total DegkGeed b: Taal ab'"eon un" Matrw. PRIVATE 225 Ft, 26 FL 760 Fe PVC SEWER PIPE Dnear Due Dialect: StMo Waw Lw+l. vu . Data Mwilkw! HEFTY DRILLING 4/11-4113105 30 FL JAMES CARDWELL 1017-10/11/06 YawPumps«M: c-VH«gralnweGand. TANK 4.5 DPM Fl. 2 FL SEPARATION DISTANCES 0 Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption LM Holding lubfidPrivate From Tank Field Station Tank sewer Line ANCHORAGE TANK d WELDING 1250 Gr. Materw. Nunber a Carpwn«aa wall 106' 120' WA WA STEEL 2 suracewater N/A NIA NIA NIA LIFT STATION tie. adu«. to tine 101' 33' WA WA G" Yunp ort' IavN M: 'P,anp aK rev.I M Hpn wr« Yarm at Fauobtian 116' 126' WA WA In. in In. Pu•p Mace a Madel EI.cMal frupecmas p«fam.d by cabin Drain 116' 126' N/A WA r:.nw,u: NO OBSERVED SURFACE WATER IN VICINITY. NO LIFT BENCH MARK Lotion and Dnapton. STATION OR HOLDING TANK INSTALLED. NORTHWEST CORNER OF HOUSE FOUNDATION WMgh 100 FL Engineer's Stamp Inspections performed by: EVAN GRIFFITH Dates: 1" 1018/06 '`�Oi^`'8,�8 OF 2nd 10/10/06 Development Services Department Approval ��Pe(`G 0, ••�f! f ,; y;' v* Conditional Approval Date: Jee.i . e•.i.ee as % van J. Grllf:th lit Q ��•., CE 10003 •: tj Reviewed and approved by: Date: ' •plc•• �a�l..•'•E��"' Permit No. 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: NW 1/4, NW 1/4, NE 1/4, SECTION 31 PID No.: — 1 S 89'53'56" E \ C01 12.6' PROPERTY LINE _/ 59.52' 12.6 24.6 TC01 120.8 144.8 rco2 1za.z 1s2.o CO3 164.0 183.4 C04 164.5 183.9 MT 189.6 212.1 COS 228.7 248.9 �n rJ \CO DEEP TRENCH (`M SEPTIC SYSTEM; \ \ A 10Z TEST HOLE IUS, ` SOIL TEST \ LOCATION, MAY i 04 1 3 co' 2007 I TCO` --- _ _ 1 TEST HOLE RADIUS. PERCOLATION AND -- SOIL TEST LOCATION, JULY \ �� 2004 \ T � 1 \ � � 1 1 I A CO2 B Well Cot \ 1 1 / y37' 0 0. I NOTE: � 00 ; y. � ALL SEWER PIPE IS PVC, �` �� '� b '� TYPE PSM, SDR 35, "-50' 5 ASTM D3034. �� SCA 1 100 W W2 ,�, • 49TH Mm ""s ..i. ........ m -W % •,•„ '•10 °"10"' piYBO1 fRfl f[V11C 1Ma rw cn ♦ GRIFFITH, III:- ,,,SOYM o w 1�% CE 10003 SECTION SYSTEM FEATURE DIST. TO 'A' FT DIST. TO 'B' FT C01 12.6' 24.4 CO2 12.6 24.6 TC01 120.8 144.8 rco2 1za.z 1s2.o CO3 164.0 183.4 C04 164.5 183.9 MT 189.6 212.1 COS 228.7 248.9 Municipality of Anchorage Gj : (ENG Development Services Department�p V ;* i Building Safety Division P1 • • • +� 0900004 yt On-Sde Water and Wastewater Program 4700 South Bragaw St. Or • • • •' P.O. Box 196650 Anchorage, AK 995196650F,, Evan J. Griffith 111 ( 07) 343-79D4 k.us jF� • • 5 .70•* Soils Log - Percolation Test Performed For. Jim Cardwell Legal Description: NW 1/4, NW 1/4, NE 1/4, Section 31 1 R 1 1 1 1 1 1 1 1 1 1 Depth Date Performed: May 14, Township, Range, Section: T12N. R2W, S.M. WAS GROUND WATER ENCOUNTERED? No 8 IF YES, AT WHAT DEPTH7 L Depthte Water Afuf o P Monitoring? E Dale: I Reading I Date I Gross Time I Net Time I Depth to Water I Net Drop PERCOLATION RATE (mnna•kxA) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS The test pit was dug near the end of the newly Installed drain field. A perforated monitor tube was Installed prior to hole backfill. The exact location will be determined during asbuih survey. PERFORMED BY: Walt Phillips, P.G. I Evan Griffith, P.E. CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 5/14/07 DUANE MILLER ASSOCIATES LLC Project: Cardwell DMA Job No.: N/A Logged By: W. Phillips Moisture Content % W, PL 8 LL (.),Salinity (6) and Sampling Blows/ft (C) Other 0 20 40 60 X80 P200 Tests 10 15 20 25 30 35 40 Log of HOLE: IA Date Drilled: May 14, 2007 85% 57. Contractor.: N/A Ag W ro GPS Coord.: Elevation: Y H A t7 Description GRAVELLY SAND (SW -SM) Dark Brown,w/trace Silt GRAVELLY SAND (SP -SM) Brown w/ trace Sift SANDY GRAVEL (GP -G M) Brown w/ trace Silt, gravel generally less than 1.5" diameter 10 15 20 25 30 35 40 TD @ 1611- perforated pipe Installed to 16' Duane Miller Associates LLC LOG OF TEST PIT 1 A Plate Job No.: N/A Cardwell Date: May 2007 Anchorage, Alaska Log of HOLE: IA Date Drilled: May 14, 2007 Contractor.: N/A Equipment: Excavator GPS Coord.: Elevation: Y H A t7 Description GRAVELLY SAND (SW -SM) Dark Brown,w/trace Silt GRAVELLY SAND (SP -SM) Brown w/ trace Sift SANDY GRAVEL (GP -G M) Brown w/ trace Silt, gravel generally less than 1.5" diameter TD @ 1611- perforated pipe Installed to 16' Duane Miller Associates LLC LOG OF TEST PIT 1 A Plate Job No.: N/A Cardwell Date: May 2007 Anchorage, Alaska i51 6uissed GBM93Jad O o o 0 o o o o o of CO 1, W Vl V M N , O O O o0 8 192 O W (Op O N O O O 4444444444 tyommm ccccvc o•- oQo Q c )Qz c) U) a ZIo ,RQuv*kg am Om++ m+m F dQ H �cocn F mH R HE HE E E E E E E E E n O N v (h O C C C (V IV1A W co N it 11 it 11 11 11 11 7 00A0 m m m m m m m— r N_ N N_ N V tM0 N NR C m FA m m 2t' m C C C 5, E ODUOomii ii c>NO =5U>g0U "O.1.0li.o N U 78 c i { in ci Iq Cd Li fl. LO m_dKeluaa § K § 2 § § $ § gz § K m § 0 .1111111111| I A ll11111111 lillimppdaill 011111111 00 00000 A0 ik 2k2e0�a 0) 4) £% i A)±�A rR 9 k k (££( §#&§ 2§k/ ƒ0\f2 §kk`E k e 8 \ cLq � A k Cl) R=0w° & f §»)�cn C A � _ 0|§2|020|£ 7))2[2222) A kpFM?--. [[[[■§KCOa, /§(§F°69^°§ g |||t|CO4)to ° 2;uaEE�£! )f.a £EF!�-Lk ° BBIa;&k2k §8cc£§E&E®o 5 441) 2 0 C-n— kk § D ME [ � d s BulssEd oBelugOlOd §§( r- g K V M§§ 0 � oG d Q ƒt)e�/k �A(D 22§k 0|0|0| 2 8 I tt t twt CO §kk�[ 7))2222222 /!r- § d 4, k =[[[EE££$E) ftft $§R\ft0 .%0 o § m 22—maa&&&7= a� -£yf2f (k ooeef2§|m2E aBccaKEE&2o § u�f 2g ttilr /0 I § § Ln 1 "� 4 111 DRILLING LOT Property OumcrName &Address: James E. Cardwell Nhn Canyon Dr. Anchorage, Anchoragnw4nw4ne4 40 A;.A::a F,H (C1713; 47rA ]Ak.99507 STATE OF ALASKA DEPARTMENT OF NATURAL, RESOURCES DIVISION OF 7MIN1NG. LAND & WATER %PATER IN ELL LOG DrillingStaned.04.11 2005Completcd:04'13.+2005 Ciny-Borough: Sutdi%ision: BLOCK LOT Property OumcrName &Address: James E. Cardwell Nhn Canyon Dr. Anchorage, Anchoragnw4nw4ne4 ]Ak.99507 I Meridian Township 12n Ranee 2W Section 31 1/4 or -'/4 Of V4 Of t'A 13OREIIOLE DATA: (from T.O.C. ) Depth Drilling method: (X ) Air rotary. ( ) Cable tool. Other Material: Type. Color & werness IFrom I To %k'cll usc: ( ) Public supply, (X) Domestic. Other overburden 0 2 Depth of hole: 225 ft, Casing Stickup: 2 ft Casing type: -steel Thickness: 0.250 inches Casing diameter: 6 inches Casing depth: 9— ft sand & gravel 2 23 Liner type: - Diameter. _inches Depth: - tt bedrock 23 225 Static water (from top of casing): 30 t) on 0413 /2005 Pumping level &- yield: _ feet after _ hour at '-pm Recovery rate: 4.5 --pm. Method of testing: airlift Development method: airlift Duration: 1 hour WclI intake opening type: ( ) Open end. (X ) Open hole, Other Screened: Stan: ft. Stopped - ft Screen type: - Slotimcsh size: Perforated: Starr Starr. - ft, Stopped: - ft Stan: - ft. Stopped: - ft Note: ........................................................... ......... ......... Grout type: hentnnite Volume _ Depth: from O P., to 20 fi Pump intake depth: _ ft Pump size: bp. Brand name: Was well disinfected upon completion'! (X) Yes, 1 ) No Method of disinfection: ... cMorine.................................................... Driller comments` disclaimers: ............................................................ ,water entering thru fractures at depths 54',. 85't 194' and 214'. for a total of 4.5 gpm:............. ................................................................... .................. ............................................................................................................. Well drillcrnamc:..Johnny.lily..................................................... Company name: ... Hefty..Qrpiing..................................................... ................. ........................ Mailineaddress: 3540,AkUl2 Dr. ............... City: Anchorage state: AK zip 99516 Phone number: 907 345 - 0593 Drillers sigrtature: .Alaska state law requires that a copy of this well log be sent to the Department of Natural Resources within 45 days: faxes arc occcntable. (AK statutes 38.05.020, 33.05.035.41.03.020. 46.15.020 and AK rcgulations I I AAC 93.140). DNR' Division of Minion. Land and Watcr. 55011' 7th Avenue. Suite 9eflir (0 yd AnchoraLe. AK 99501-33•:7 Phone (967)269-8639 and fax (907)16947 Within the City of AnAoraae," required that a copy of the well loe be sent to the appropriate city office within 60 days and that another copy of the well loe be sent to the wcll,property owner within 30 days. Permit Number:sy 040314 Date of Issue: 08 iQ3t2Q04_ Parcel Identification Numbcr:042 -081 -03 Is well located at approved permit location? (X) Yes or ( ) No \� � 7J . / ,�ti�� J �� �,��� u-��- � C�a�� MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW040314 Date Issued: Aug 03, 2004 Expiration Date: Aug 03, 2005 Parcel ID: 042-081-03 Legal Description: ETI 2N R2W SEC 31 NW4NW4NE4 SUBDIVISION Design Engineer: 0860 EVAN J. GRIFFITH III Owner Name: JAMES E. CARDWELL Owner Address: -NHN CANYON DRIVE ANCHORAGE. AK 99507 - Site Address: NHN CANYON DRIVE Lot Size: 400950 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit Is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by tailing (907) 343-7904 ( 24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the tiame day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued Date: Date: O Municipality of Anchorage Development Services Department Building Safety Division � V / On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.enchorage.ek.us (907)343-7904 ON-SITE SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Na - DR)t - 014b Permit Number SW Property owner(s) 3 (aI'.ES G. ch rW" e Q_ Day phone 4'19 —. S' ZLq Mailing address (1) sitiQollt4��(r� ?� . Xe, u4. r. iRm-2 ng address (2) NHN 6mu1 h rige, Zip Code Legal description (Lot, Block & Sub'd.) _" fig O VJ tI9 rf r 'iY Se Legal description (Section, Township & Range)-rtzr'I a- L.J.SST Lot Size Acre Sq.F Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only El El,/ Well Only Sewer and Well IK Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. of property owner or authorized agent) Permit Fees: 4 co Waiver Fees: Date of Payment:T �/� Receipt Number: C)x,jc�iD91{ %_�4\ (Rev. 12100) Date of Payment: Receipt Number: 1 \ \ \ \ l \ ) Fnd Apparent 1 114 .330 1 1 \ S 89'S3'S6� E\ } D.'t� E; 1/161 Cor. `Reset 46LM Mon. 659:52' Brass IC1/4 P t, Prfoposed J Set I ' CObin / to / 0 1 Stop & MogNoii on 2"111 P 0.5 AG as 1 w 2 Frpm PL 05 AG 1 roposed 1� p 3 St°opry t0 a FF Nouse \ \ 1345 \ \ --� Seeptic & 1= \ \ A Origin field P \ 245.W 1124. 20.7 - i \ edd Garage \Prropos2' xe 225.tY \ W •em l W 1/4. NW 1/4NE 1/41 /� 1 P� Section ji \ P t C' ( ! \�_\ .. )Proposed avel Drive' 1}, ` \, '• !� i v N'' J N bw/roposed03 �n/8jravel RoadypcWelltJ N M to .3' b low grnd Set Stop &�MagNail / Fnd\�a2partnt 660.15' 0.5 AC' \ CN—F4 1 4 -- S 88'5— 26" M� R S 86'58'31' 10`• u it Estt'tt \ LO PO o � Proposed I Alt. Accessi 5 ( 1 �} 1 I ^` o c, f1' t �N 's" Fnd > CN 1/16 Cor �0,40k to IL l lla 0 At LEGEND NOTES AIIIff �'�0, %;' ' 44 � Recovered Survey Monument Ar # (F) Recovered Apparent Marker 1. Record information is from plat of [locker Subdivision (P67-18). 9TH �.� * 2• Easements of record, other than those Q Set Point "' ""`'"""""' (R) Record Information, Plat shown on the recorded I are not shown. P 3. A """"... ."/ (M) Measured �� ROBERT T. KEAN ` /Municipality survey of this property was conducted in April 2003. 4. Elevation datum Is of Anchorage, roEe, 1987. No. 3943-5 � .•N I Property wmer elcvmiore are top ofcomcr marker, which approximately 0.1' to 0.2'above •,: = 'W protrude ground. qy. / \ toNW � S. The moping planimetry and topography are from the ta��'►� I MOA drainage study preformed approximately 1996. SURVEYOR'S CER TITIFICATE Plot Plan for NW1/4 NW1/4 NE 1/4 Section 31 IHEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DESCRIBED HEREON, THAT ALL LOT CORNERS HAVE BEEN FOUND OR ESTABLISHED AS NOTED HEREON, AND THAI' TO THE BEST OF MY KNOWLEDGE AND T 12 N, R 2 W, S.M. ABILITIES, ALL DIMENSIONS NAVE BEEN MEASURED TRUE AND CORRECT. Containing 9.24 acres --7 •'� �' J\ For James E. Cardwell Loured i. Anchwage Re<wdiea Dimid ROUR'1' T. KEAN, R.L.S. No. 3943-S DATE PR[pAra>! Br Job R SCALL, EXCLUSIONSI R IS THE RESPONSIBILITY OF IntE OWNER OR BUILDER, PRIOR TO CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE KEAN & ASSOCIATES 04106 1" = 150' Dro1A By: FBIII Chocked By RTK TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE THE EXISTENCE OF EASEMENTS, COVENANTS, OR RESTRICTIONS 6927 Old Seward Hwy. Suite $ae ION WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. Anchorage AK 995 18 DATE uoA CRO: 7/20/04 3043 aueo"Iw IftwIwk Cre.MVu Meta mases 1:..M w, 4 EleVl�lq �N' Etev.t267 S 89'53'56" E 56.?'' 659.52 , Proposed Se 1 /4 530/31 i r o Coban ,Site "' Stl FND 3 1/4" I J 20' From P.;L 0, Bross Cop BLM Mon. on 2" IP , 0.5 AG a o G�, Proposed `% 2 CP F 3 Story',House J Proposed pos d �o. o. FF;..= 1345 j. 01. 245.0' CP Drain field Gi 2A-0 20.0' '. F%.M tD '.Proposed Garage 225.0'`, �, 32 x 48' _'.. U-1 1 r it 0 00 NW 1/4, NW 1/4, NE 1/4'. `, Z CN j N, - Section ,31 o. t� , �1 O . z 1 •'� �Proposed':_ `•, Gavel Drive; Propos SetWell ,'O 5/8" rb w/ypc -� Set In Gravel Roo Stob &` MogNoil 0.3 below gr ``, 0.5' AG 7 660.15' l' Elev_1371,q: ! r,� I 0 S 88'57'26" W (R) :10' 588'58'31" W (M) Proposed `10' Wil Es t Q . AltAccess I r1 0 V � LEGEND NOTES Qr Recovered Survey Monument I. Record information is from plat of Ilocker (j) Recovered Apparent Marker Subdivision (P67-18). o Set Point 2. Easements of record, other than those shown (R) Record Information, Plat 67-18 on the recorded plat, are not shown. 3. A survey of this property was conducted in April 2003. (M) Measured 4, Elevation datum is Municipality of Anchorage, 1987. Property comer elevations are top of comer marker, which protrude approximately 0.1' to 0.2' above ground. 5. The maping planimetry and topography are from the MOA drainage study preformed approximately 1996. ��Q•(;E �: •'�;45+�1,' Plot Plan for 000F NW1/4 NW1/4 NEI/4 Section 31 49m * �j T 12 N, R 2 W, S.M. �,� �,���•������ Containing 9.24 acres Evan J. GrNflth MI ; , j For •• . CE 10009 r • .� �► James E. Cardwell �•, ` • 4 �s�°1'i • a: Located in Anchomge Recording Distria `�► /°ROFE38� 1`���`_ PREPARED BY: J ob: EXCLUSIONS 100' IT IS THE RESPONSIBILITY OF THE OWNEROR BUILDER, PRIORTO KEAN&ASSOCIATES CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE ed By. TO FINISI IED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE 6927 Old Seward I Iwy.TK TI IE EXISTENCE OF EASEMENTS, COVENANTS, OR RESTRICTIONS Suite 101 WBICII DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. Anchorage AK 9951 S RID: 043 § | � � k ! Pro;: Dt. By _! CARvELLRESIDENCE WASTEWATER DISPOSAL #gam S;■ }Rt�1NEIOTo,N� § ` TIN. a%sw Im i 0 P >o .. r) 8 . F, 1. r ti ` 8 Project: 8 . F, 1. r ti ` 8 Project: { CARDWELL RESIDENCE WASTEWATER DISPOSAL SYSTEM C NW 1. N T1 �1N, ERI O SECTION 31 8 Municipality of Anchorage Development Services Department Buitdmg Safety Division y. On -Site Water and Wastewater Program 4700 South Bragaw SL P.O. Boz 756650 Anchorage. AK995IM650 www d anchorace ak us (S07) 343-75CS SoilsLog- Percolation Test Performed For: TI �C MC� W EL.JLI __Date Performed: Legal Description: IVIV )4 NW I tJ� Aft X_cg7gk 3I Township. Range. Section: AU a 'I�edK{ Depth G r• y 4taJ (Feet) 4" Or5w.tS•14 7 1 11 COMMENTS WAS GROUND WATER ENCOUNTERED? a IF YES. AT WHAT DEPTH? L 0 Depth to Water After P Monitoring? E Daae: 7121/LZ Reading Date GrossTme Net Tune Depth to Water Net Drop g o :31 P — 3.3"0 6:41 10a., 4..55 ItoS' 7!01V 1 o .. S.7i 3.00 0 .S!r :171' IDU. 3.50 o•Sd° 7-27PI 10, 4 Jo D . Goa' T3 P lD.k !r.00 C.A PERCOLATION RATE 1 S (,1MnYGI PERC HOLE DW.t_TER B aft TEST RUN 6cT NEEt: 4. f FT AND f%jr FT PERFORMED BY: A/A✓ A` lttyP$ Iu I CUV dt<t�rM4 CERTIFY THAT THIS TEST PERFORMED IN ACCORDANCE WITH ALLSTATE ANO hIUNICIPAL GUIDELINES M:EFFECT ON THIS DATE. DATE: H, I o 0 0 0 0 0 0 N .- m m n BUlned e6elu83Jad 0 0 0 to .n v F� 1111111111 SY ani mF-1�-$+ V, fl= 9-- �1MST(O.-Ycr—: 8 8 n fV Oi lV pO�� Oi M Oi cd cG lna ao n W) -T m apm� o Uj Z E ��cO �w Nf9 f7M 0�7 (r-04 060 U 3 ��iii4 �4i4ii4 c c c v 0r_ c U u;vg°`ac M Mft 1 O E E C i �y u � J 0 fD } E E E E y EEE coo) 3 ? $$;Cyrno, o,coo .- CO Q) co M V C O N I W N it 11 11 11 1f 11 11 7 U m pmpt� N I' cn N N N N U U NO QI CD a N +� E . roi 8 E 00000z� 8 jU d$ yU 0 ��mti 03 U c 7 V O Q1 O r � n � J 0 fD } E E E E y EEE coo) 3 ? $$;Cyrno, o,coo .- CO Q) co M V C O N I W N it 11 11 11 1f 11 11 7 U m pmpt� N I' cn N N N N U U NO QI CD a N +� E . roi 8 E 00000z� 8 jU d$ yU 0 ��mti 03 U c 7 Boring o WPI Depth => 10.0 ft. 100°/" 3"=> 1 M"=> => 1000/0 3/4" => 88% 3/8" => 72% #4 => 59% #10 => 43% #20 => 29% #40 => 20% #60 => 14% #x100 => 9% #200 => 6.5% Analysts of Data 0.160 mm D10 size =7 D30 size => 0.699 mm D50 size => 2.923 mm D60 size => 4.898 mm Coeff. of Uniformity, Cu = 30.55 Coeff. of Curvature, Cc = 1.03 Gravel (+#4) percentage = 41% Sand percentage = 53.0% Fines percentage = 6.5% SW -SM Unified Soil Class Symbol = 3' 1.5" 3/4" 3/8" 04 010 #20 #40 0600100 #200 100 10 1 0.1 Grein Size (mm) -4-WP1 ® loft. 70% 60% a 50% � 40% 3o% a /0% 0% 0.01 Plate Duane Miller & Associates PARTICLE SIZE DATA July 2004 Anchorage, Alaska DUANE MILLER & ASSOCIATES Project: WP Logged By: W. Phillips Moisture Content % W. PL & LL (H).Salinity (z) and Sampling Slows/ft (0) Cther E 0 20 40 60 X80 P200 Testsm to E LL Log of HOLE: WPI Date Drilled: Contractor.: Equipment: GPS Coord.: Elevation: Duane Miller & Associates LOG of TEST HOLE WP1 Plate 6.5% 6.6% SA W Ag Ag E LL Log of HOLE: WPI Date Drilled: Contractor.: Equipment: GPS Coord.: Elevation: Duane Miller & Associates LOG of TEST HOLE WP1 Plate Plate Duane Miller & Associates SUMMARY OF SAMPLES Sample Soil Type Sampler Moisture Passing Other Test Hole Depth (USCS) Thermal State Type Content #200 Tests Will 5.0 ft. SW -SM Unfrozen Ag 3.4% %i V WPI 10.0 ft. SW -SM Unfrozen Ag 5.2% 6.5% SA WPI 15.0 ft. SW -SM Unfrozen Ag 4.5% 5.9% Plate Duane Miller & Associates SUMMARY OF SAMPLES Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: EVAN GRIFFITH Legal description: T12N R2W SECTION 31 NW114 NW114 NE114 ZD The attached paperwork has been reviewed and Is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. _ ❑ Additional soils information needed. ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. _ ❑ Topographic information missing or inadequate. ❑ Incomplete; missing ❑ Incomplete; missing ❑ Additional adequacy test information needed. _ ❑ Water sample unacceptable. _ ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils information submitted. _ ❑ Well log required. ❑ Omission in narrative. ❑ Insufficient fill over tank or field._ ® Other. PLEASE SEE ATTACHED AMC 16.65.030 SECTION D: "CONTENTS OF APPLICATION FOR INSTALLATION OR MODIFICATION OF SUBSURFACE DISPOSAL FIELDS" GNre k S iTf PLA-/ A v v S« cE Name of reviewer: JOE GOODALL Date: 7/28/2004 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK MUNICIPALITY LIT IVC E Development Services DepartmentPhone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 042-081-03 1. GENERAL INFORMATION Complete legal description T12N R2W SEC 31 NW4NW4NE4 Expiration Date: 10—W-2_64_0 Location (site address) 14323 CANYON ROAD, ANCHORAGE, AK 99516 Current property owner(s) WENDELIN LINDSKOOG Mailing address Real estate agent PO BOX 112784, ANCHORAGE, AK 99511 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone Day phone 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ® Private Septic Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ Y Zt7 Waiver Fee $ Date of Payment 7 Z07-0 Date of Payment Receipt Number. 6070 Z3 Receipt Number COSA # sC d, 0 1 3 09 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. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Address 13030 SUES WAY, ANCHORAGE, AK 99516 Engineer's Printed Name CURTIS HUFFMAN. PE Date 7/3/2020 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the Zztt\\�, system and maintenance. The operational life of all well and septic systems are subject to �~ these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any estimate of how long a system will function satisfactory ��Q;•' • .. for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting &449FW[.S ' *' TH 6. DSD SIGNATURE . . •' ' . . - • • Curtis Huffman System #1 Approved for bedrooms r�#0�2 %CE 128991 t iTF� -.7/3/2020- ��� System #2 Approved for bedrooms ���FOPROFESsi X\ Disapproved Conditional approval for bedrooms, with the following stipLf,llTYfpF(/i�i�r IV r P t;p';qT rn^ Aid �o JJI�iT SERV ICEs�. �`,\� 1))))1 By: Original Certificate Date: 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 N�� Legal Description: T1 2N R2W SEC31 NW4NW4NE4 Parcel ID: 042-081-03 If more than 1 septic system on lot: COSA Checklist # of Structure served by this system A. WELL DATA ® Well log is filed with Onsite (or attached) Water storage tank volume NA gallons Date drilled 4/13/2005 Well disinfected for coliform test? ❑ Yes ® No Total depth 225 ft ® Coliform bacteria is Negative Cased to 26 ft (INTO BEDROCK) Nitrate 4.08 mg/L ❑ Nitrate less than MRL (ND) ® Sanitary seal is functioning correctly Arsenic ug/L ® Arsenic less than MRL (ND) ® Wires are properly protected Casing height (above ground) 12 in. Collected by NES Date of flow test for COSA 6/29/2020 Static water level at beginning of test 37 ft. Date of Sample 6/29/2020 Well production at time of test 4.6 gpm Comments *Above pit grade — well pit with daylight drain. Wiring addressed by Cole Sullivan w/ this COSA. B. TANK DATA Age of tank(s) 13 years Tank type/material SEPTIC / STEEL Measured operating fluid level in septic tank 48" ® Standpipes/foundation cleanout per record drawing Date of pumping 6/29/2020 D. ABSORPTION FIELD DATA C. LIFT STATION ❑ Required maintenance completed Age of lift station _ years Lift station material Comments: Which system tested (date installed) 10/10/2006 Adequacy test date 6/29/2020 ® ALL standpipes present per record drawing Results M Pass For 4 bedrooms Total measured depth from grade 9.2 ft (max) Fluid depth prior to test 1 in Measured depth to pipe invert from grade 5.4 ft (min) Water added 600 gal ❑ N/A — pressurized field New depth 19 in ❑ Monitor tubes go to bottom of effective. If not, state depth into effective 3.8' INTO THE 5' ED Elapsed time 1400 min ® Code -required soil cover over field Final fluid depth 1 in ❑ System presoaked Absorption rate 600 gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N date of test) Gallons introduced gallons If yes, enter date NESComments/Deficiencies: E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ® Yes if No Community Sewer Manhole/Cleanout > 100' ®Yes if No ft ® Yes if No ft Neighboring Tank > 100' ® Yes if No ft Private Sewer/Septic Line > 25' ® Yes if No ft Absorption Field on Lot > 100' ® Yes if No ft Holding Tank > 100' ® Yes if No ft Neighboring Absorption Fields > 100' if No ft Animal Containment > 50' ® Yes if No ft ® Yes if No ft ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Manure/Animal Excreta Storage > 100' Building Foundation > 10' Community Sewer Main > 75' ® Yes if No ft ® Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No ft Surface Water > 100' ® Yes if No ft Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ® Yes if No ft Private Wells > 100' ® Yes if No ft Water Main > 10' ® Yes if No ft Community Wells > 200' ® Yes if No ft Water Service Line > 10' ® Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ® Yes if No ft If absorption field is under driveway comment below Property Line > 10' ® Yes if No —ft Wells on Adjacent Lots: Water Main > 10' ® Yes if No ft Private Wells > 100' ® Yes if No —ft Water Service Line > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Surface Water > 100' ® Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATIONOF •,... I certify that / have determined through field inspections and review ,®r �'Zt- .... of Municipal records that the above systems are in conformancewith MOA COSH guidelines in effect on this date.:• • • : �� • Curtis Huffman � V•._ CE 128991IP •,•7��� ��)F�FD ROFESSOX'��"� ,6 C-" C 0 9 AA . L S , 0 G. 0 0 N HL80N 0 Q) Z -j ul v Cl V 75 CL < 35, '5 Cn U) C14 C., 9 -Z _0 I L o L- . (r a) C) W CD V 75 CL < 35, '5 9 -Z _0 I L o L- . (r a) C) W CD V 75 CL < '5 Cn U) C14 C., OLn V) C) CN .-S :3 co ,ez,zo.00 N 0o -0 00 D U) 00 L Ln L- . (r a) C) W CD V -Y I cn v 0 0 Q CL < Cn U) C14 C., OLn V) C) LO C3 I 0 c: > LO y 0o -0 00 D U) 00 L Ln L- . (r a) C) W 00 -Y I cn v 0 0 Q CL < Cn U) C14 C.,