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Home My WebLink AboutKINCAID ACRES LT 1C-2Kincaid Ac Lot 1¢-2 #011 - 125-02 Municipality of Anchorage Community Development Department Page 1 of 2 On -Site Water and Wastewater Program 4700 Elmore St. - P.O. Box 196650 Anchorage, AK 99519-6650 - http://www.muni.org/onsite - (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSPI 61201 PID Number: 011-125-02 New ❑ Upgrade Name: BRENDA BARNHILL ABSORPTION FIELD 21 Deep Trench ❑ Shallow Trench Fj Bed E] Mound Address P.O. BOX 220011, 99522-0011 El Other Phone Number of Bedrooms Soil Rating Total depth from original grade 1 4 12GPD/SF 9.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.0 Ft, Gravel depth beneath pipe 6.0 FL Subdivision Block Lot KINCAID ACRES 1C-2 Fill added above original grade 1 Ft. Gravel length 42 Ft. Township Range Section Gravel width 2.5 Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES TO Septic Absorption Lift Station Holding Sewer I Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 504 Ft2 1 N/AFt. Well 107.1 119.6 N/A N/A 72.6 TANK El Septic El S.T.E.P. 17-1 Holding 171 Other Manufacturer ANCHROAGETANK, Capacity I 1250G,1. Surface Water 100+ 100+ N/A N/A Material Number of compartments Lot Line 58.4 64.1 N/A N/A NA STEEL 2 Foundation 28.3 45.4 N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ 50+ N/A N/A Gal. Remarks Pump on level at in. Pump off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank3034 Tank to 3034 drainfle d FLINSTONE ENTERPRISES Drainfield 3034 CO/MT 3034 Inspector PANNONE ENGINEERING SERVICES BENCH MARK (Assumed elevation) 178.Oft Inspectiond dates: 1" 9/1/16 2 9/2/16 3'd 9/2/16 4"' 4/15/17 Location and description BOTTOM TRIM AT HOUSE POINT A COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Date OF At, teve annor;e 49 Approved I t_1CO3_ Date _C9_jLX inspection Keport_1-1-12.00c DESIGN PARAMETERS KINCAID ROAD PRIMARY SEPTIC SYSTEM z NO. BEDROOM: 4(600 gpd) \TANK SIZE: 1250g SEPTIC PERC RATE: 3.9 MPI SOIL RATING: 1.2 GPD/SF AREA ROD: 500 SF SYS. TYPE: DEEP TRENCH 6.0'ED MIN LENGTH: 41.7 LF RESERVE DR DESIGN PARAMETERS WELL 'E' ,RESERVE SEPTIC SYSTEM TANK SIZE: 1500a AWWTS 100.2 INSTALLED DRAINFIELD SOIL RATING: 6.0 GPD/SF INSTALLED CLEAN OUT AND AREA ROD: 100 SF M I MONITOR TUBE AT END. SYS. TYPE: WIDE TRENCH 4.0'ED/ AREA FLAT. MIN LENGTH: 20.0 LF C2 USE: 20.OLFx5.0'Wx4.O' E�D, 9.0' TD TOTAL AREA: 100. S \ p \ NOTES: RECORD DRAWING I INSTALLED 1250q SEPTIC TANKDCO || �^ — 1 \41 C]| A ' ..�/| / '' � _ 6 FC | � / 1 -------- ^' `WELL (E ~ 0.L' k107.1 A | 48R /\ /\ | --_ -- SFD / { \ �� ' U2�__ \/ -�-- � —______ ---��-� PRE CONSTRUCTION GRADING -` � | DOES NOT REFLECT ORIGINAL CONTOURS. CONTOURS MODIFIED o � � FC 1 24.8 167 Ci 27.5 36.0 T1 29.6 36,4 T2 376 39.6 DCO 40-1 40.8 C2 91.7 76,1 mi 90.3 748 NOTES: RECORD DRAWING I INSTALLED 1250q SEPTIC TANKDCO || �^ — 1 \41 C]| A ' ..�/| / '' � _ 6 FC | � / 1 -------- ^' `WELL (E ~ 0.L' k107.1 A | 48R /\ /\ | --_ -- SFD / { \ �� ' U2�__ \/ -�-- � —______ ---��-� PRE CONSTRUCTION GRADING -` � | DOES NOT REFLECT ORIGINAL CONTOURS. CONTOURS MODIFIED 1250 g SEPTIC TANK 6.0' DRAIN ROCK PAMONE ENG SVC, LLC P.O. BOX 102854 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 K|NCA|D ACRES L1C-2 DRAWN ACP BRENDA 8ARNH|LL PO BOX 220011 | ANCHORAGE' AK 99522 o � � = � ui uj = |oUn � vwnxo��n�*v � 0� 1250 g SEPTIC TANK 6.0' DRAIN ROCK PAMONE ENG SVC, LLC P.O. BOX 102854 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 K|NCA|D ACRES L1C-2 DRAWN ACP BRENDA 8ARNH|LL PO BOX 220011 | ANCHORAGE' AK 99522 TEST HOLE 3 SOILS LOG — PERCOLATION TEST :7:7TR---7 TOPSOIL SLOPE SITE PLAN Brown Silty 2 Sm SAND & i 3— GRAVEL F s mt 4— C-- 2 5 TH- 6 TEST HOLE TH-2 Sm Silty SAND 8 9 10 T 12 13 SLOPE 14 WAS GROUND WATER ENCOUNTERED? N 15 IF YES, AT WHA TH 1 16 DEPTH? -NA-' 17 DEPTH TO WATER AFTER MONITORING? - NA 18 BOH DATE: NA DATE PERFORMED: 26AUG16 READING TE CLOCK WATER SOIL TEST, RESULTS /ANALYSIS DA NET TIME LEVEL INET DROP RATE TIME READING (MPI) 0 PERCOLATION RATE 3.9 (minlinch) I 26AUG16 1005 — 6.260" — (Hydrologic Soils Group: HSG A) a PERC HOLE DIAMET117R 6" 2 1015 10 MIN 8.930" 2.670" 3.7 0 TEST RUN BETWEEN_�_FT AND 7 FT. 3 1016 — 6.260" — 0 TEST RUN FOR OVER AN HOUR, LAST 4 1026 10 MIN '8,840- 2.630" 3.8 THREE READINGS PROVIDED. 5 1027 6.260" 6 31 " 2.571" .19 COMMENTS: Test hole excavated by JR'S SEPTIC. Test Hole was presoaked before Perc test. PERFORMED BY: Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: RIVNNONE ENG SVC, LLC Dote RECORD DRAWINGS P.O. BOX 102954 ANCHORAGE, AK 99510 08/29/16 PHONE (907) 272-8218 FAX (907) 272-8211 7H Scale NTS P.I.D. NO KINCAID ACRES LIC -2 ... .... -011-125-02 BRENDA BARNHILL vv annoRe DRAWN JRL CE 8149 PERMIT NO. PO BOX 2200111 OSP161201 ANCHORAGE,, AK 99522 Sheet 1 OF 1 0 71/ 0 7 " 20 1 0C:4 90'17-245-0202 =LPINE DF;TLL1tt-:z' PAGE 01/01 &TEMM-fl, Per,-nitNuuiber;#8W161^01 Date oflsstie: 8-446 ra reel Identification Na er : 01112502000 Date Stm-ted; 10-17-16 Daw Completed: 10--19-16 Is well located at approved permit location? x Yes No Legal Dese rip io_u: Kincaid Acres Lot 1-C-2 Property Owner Narae & Address- Weeklay E-lizaabc-th, S' 13011 It I 1018 Coronado East MercG�des Texas 78570 Borehole Dam. Soil Type, Tliickness Water Strata Depth (ft) From To Method ofDrilling xair rotary 0 cable tool Casing type. ,; el stie.4-up 0 2 Wall Thickness. jp wehes silt grinvI .34 34 91 D3h imeter. _6 ines, llepft 111 feet Liner Type: I)Wth: -_ Thi t silt 1 Casing stickup nbove ground. 2 feet 1 - Static -wateer level (.T-roni ground kwel): 108.fcct .1,5 san4.' sill 11 2 j 7 g ra�vfly Silt 8 Av water San gr'av01 -) -F -C '�99 2199 3.13 Pumping level: 310 -feet after 2 hours pumping' €J+ gpm Recover] Rate. 20+ 'gpin Method of Testing: air- lift Nell IntakeOpening Type, as K Open End P" Open Hole Screened Start fe-_7 StOPI)e(l PPerforations Start —fee-, Stopped-__ feet Grout Type. hentnnitegz•m-ndes Volume: 2 b2rs WATER QUALITY TESTING Stalt 0 feet Stopp!t(j ? t C011f3rm tQep —COUIOOML Ntrate$ 7�49 mg/L Anx"c �4 t> U9/L I� ` l {l4 Pump: Intake Depth * feet Pump size __ hp Brand Name Well Distinfected Upon Completion? x Yes No )Method of Disinfection; Comments; ell.Driller: PORox 1"(04,96 AnchoragpA.K 99511 DD 02!1 /,f 20_1 i 07: `.6 90 '-3�5-:02i9:_ al -PINE L'F'!L.LING PAGE 01/01 J)evebopment Services bepartment Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road f',O. Box 196650 Mark Begich Anchorage, AK 59507 Mayor www_rq�ni crg� Hvt,# (907'1343-7904 Pump Installation Log We Il Drffliug PFrmit P��l.mber: Sir � `�' � c�`+� ? i Date of Issue., ~� � Z0 t �"AiCel IdeYliiiiC9$iUt➢ 1'�4lXI1ISer:__4 i \ `�� Legal Descripboo pump Installation D3Ute; Pump Intake Deptil Be -low TRp of Well feet 1 Pump Mianufacturer's Nanw: Pump Model: !Pump Size.p }r, Pitiess Adapter Hurial ..Depth: a1F %et !1 Pitiess Adapter Manufaeturer''s Ntim 2, ?i, Pitiess Adapter Installer - `'Nell Disinfected Upon Colnpleti(M? ( ; yes Lj No Method of 14,41oferti©n: Corurdr.e;ats: Pump Installer Name; Aomv P=p &:'Fell SMko Y-0- tea% 1104% Aak-iwrgo, AK 9931.1-94M f er ame. & Address; rn 01 Aps �:Sa 5 A F Y Y Attentioxi.: The p«iup basta`ier sh�ti p? a*.ide +�Uil}p 'ins*.al1 6 T' log to tiie USG Ih�[til4 30 days of puoip insta lation. mO;u0AmG_--i>:E ;a-jocOZ2J_zA o=3177X--ommow MMS= -70O M -IK x >6m>>o=A rrt oMZ.-IS-q - A = Z �cnK> M-Im-osni MM-Imx`` zzo=KOr m,mrq -I m-�� S��Z�rrtr-mm. 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Sr•,z ✓'a.: } w 0 I t Ix tt i aF`'t}+1�ey9 �'.;fd 6) --o 4 CA c Ci �'. 7"'t"prA'<:Y2 e ; i.rt3;-; �- Y (,il oliOn GTI GY \ \ ' C.? . / _ 4- r- CTI 01 \ 7� Q-3 � A co a � O � c m u (-)X do m ops j _ > U) Q�00 v w.n+r a a o ASIS OF BEARING II '00'42"W (R)(M) m 284.89(R) 284.88'(M) Folia BELL Q ASSOUA CSS I 1 i F- o a o ) j M C C C A Z o C7 < O M O m M > S C z r` G7 s GTI A m 0 m C-) 0 �A C < m C _! r^ -< -Q 0 -I o r C z =I m f- m ;o 0 m m 0 A 0 --1 m m r- W m Z7 C7 < GTI z -7 cn O N m GTI O Cn O c C � D O K > z I r C Ut C � to 03 K oy C) go F- o a o M C C C A Z cn � cr7 O o cn O GTI CC) c C � D O K z C C � to K oy C) z C O cn 0 On -Site Water & Wastewater 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: OSP161201 Tax Code Number: 01112502000 Work Type: Welseptic Initial Permit Effective Dates: August 04, 2016 to August 04, 2017 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: KINCAIDACRES Site Legal Address: KINCAID ACRES LT 1C-2 G:2222 Owner/Address: WEEKLEY ELIZABETH S 1013 CORONADO E MERCEDES TX 785707102 Site Mailing Address: This permit is for the construction of: S/3116 Lot Size in Sq Ft: 44936 Total Bedrooms: 4 Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N Water Storage IZ"q(A 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 By Issued By: S131116 CO's 1 ro Ale, corrc& ly �ICI�1ll 4-0 bE. Se fa Mee pa . n0� A.G CCArA te—r ArcR 4 ff 6 �. MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program. Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWERNVELL PERMIT APPLICATION ' Parcel I.D. 011-125-02 Property owner(s) Brenda Barnhill Mailing address PO BOX 220011, Anchorage, AK 99522 Day phone Site address NHN Kincaid Road Legal description (Sub'd., Block & Lot) KINCAID ACRES L1C-2 Legal description (Township, Range & Section) Lot Size 44,936 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: ([~ all that apply) · Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] APPLICATION IS AN: Initial [] Upgrade [] Renewal [] TYPE OF DWELLING: Single Family (SF) (w/wo ADU) Duplex (E~)' Multiple Dwellings (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further Certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or abthoiizei:f'a'¢'8-nt) Permit/Rush Fees: Date of Payment: Receipt Number: Permit No, Waiver Fees: Date of Payment: Receipt Number: Waiver No. Perm't App_£-:. Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-maih steve@~anenRak.com Subject: KINCAID ACRES LC1-2 Septic System Install Permit Request Design Narrative I9 July 2016 This is a design narrative for a permit to install an initial septic system to be issued for this property. The proposed system will serve a proposed foar-bedroom 14BR) house. Currently the lot is undeveloped. This lot and the surrounding lots are served by private wells. There are no wells within 1~00' ofthB system. Soils. One test hole was performed on this lot by PES in March of 2007, and groundwater was monitored for at least seven days. Ground water was not observed to a depth of 18' below the surface in the test hole monitor tube after the 7-day monitoring period. Bedrock was not encountered in the test hole. Based on the results of the percolation tests and overall soils appearance; an application rate of 0.6 gallons/day/square feet was used for a conventional wastewater system in the area of the test hole. 2. Soil Absorption System Design. a. See Sheet 1of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feel from all surface water and drainage ditches. 4. Topography: The proposed system sits upon the edge of a saddle near the proposed house. The ground to the east of the proposed system slopes at approximately 20%-25%. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells within 100 feet of the proposed septic location. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, Al( 99501 Telephone: (907) 272-8218 FAX: (907} 272-8211 UNDEVELOPED AREA// / NO WELLS W/I 200' TO THE NORTH OF PROPOSED SYSTEM KINCAIDROAD ¢' / i '--. ~ ~ ~ ~ ~ ~ ~ / /.' /~ INSTALL DRAINFIEED (P) -- xX - ~,-,:: ~--~ .... -- ~~65.0~Fx25'WxBO'E~, 20'T.D. ~ - - -m-:~B~%~%~ - 75%~ --~"Ho~ES m" O.C. w/ M; *T ENDS ,~ x, ~1 I I x ~.~ // WELL (E)~)- / ~ k , ~ ~ ~TH-2 / ~ /~ /-~ .RESERVE DRAINFIELD (NIC) -- x ~ I~l I /- / Y~/ ~ u , ~, '~ "' *~ ~ 7~~/ 2~//V~ 5.1'25"~PIPE(PRESSURIZED)(P) / X ~ /", / i~-~'~~/ ~ '/:'? ~ /~ t/ / I~lC) '~ ~/ ~ ~/ INSTALL 1500q STEP TANK (P) ~', ~ I~1~ I X ' ~ ' /~ /W/ FC BEFORE ' ,1 N N: ,' x / ~ _--~; -~ ~ ~ ~ I /~ F~ '~ ~ w ~ x /x x x/ I 'l I WELL (El/' / / / x / ~I~ ~ .o~s: P~O~ ~G ~C, LLC ~,_ FOR CONSTRUCTION P.0. BOX 102954 ANCHORAGE, AK 99510 o8/m/~6 PHONE (907) 272-8218 FAX (907) 272-8211 ~'~ Scde KINCAO ACRES L1C-2 ........ -o11-125-o2 BRENDA BARNHILL ~ERMIT ORAWN I JRL PO BOX 220011 k~. ~"'4"]~ osP1612ol SITE. PLAN ANCHORAGE, AK 99522'~'~~~ Sheet SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE ~NSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND ANO IN ACCORDANCE WITH AMC 15.89 AND 15.BB. 2. SCOPE OF WORKi INSTALL NEW 15009 STEP TANK, AND SOIL ABSORPTION SYSTEM, - 5. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 18 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 18 FEET B~:LOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. ¢. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN .30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE A%I'ACHED. 6. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BUFUED UTILITIES. 7. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 9. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED-LINE AS-BUILT DRAWINGS TO THE ENGINEER. THE RED-LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. 10. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOI7'OM OF EXCAVATION, TOP OF PIPE WITH CLEAN-OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 11. THE CONTRACTOR PROVIDED DATA (UPON WHICH THIS RECORD DRAWING IS BASED) APPEARS TO REPRESENT THE PROJECT AS CONSTRUCTED. THIS DATA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER (OR HIS DESIGNEE) AS REQUIRED BY AMC 15.65 DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THE CONTRACTOR. 12. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS-BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR: -. BY: TITLE: DATE: DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 4(600 gpd) TANK SIZE: 15009 STEP PERC RATE: 17 MPI SOIL RATING: 0.6 GPD/SF ABBREVIATIONS AREA RQD: 1000 SF w w -- WATER LINE / TH TEST HOLE SYS. I~PE: DEEP TRENCH 8.0'ED · WELL RADIUS (P) PROPOSED MIN LENGTH: 62:5 LF (E) EXISTIN~ USE: ss ss __ NEW SEPTIC CO CLEAN OUT NO. 65.0LFx2.5'WxB.0' E.D., 12.0' TD MT MONITOR TUBE NO. TOTAL AREA: 1008 SF TYP TYPICAL NOTES: PAN-NONE ENG'SVC, LLC FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 08/01/16 PHONE (~_07) 272-8218 FAX (907) 272-8211 , Scole NTS ~hD. NO KINCAID ACRES L1C-2 011-125 02 BRENDA BARNHILL ~ERMIT NO. DRAWN I JRL PO BOX 220011 ~"~4'~i~,~ 05P161201 BITE PLAN ANCHORAGE, AK 99522'~ Sheet 20F2 PERFORMED FOR,, LEGAL DESCRIPTION: TEST HOLE OR SM BOH SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE. AK 99510 (907) 272-8218 Etizobeth Week~y-$ondvik DATE PERFORMED: 05-~5-07 Lot 1C Kinco{d Acres ~S-I1566) Some Silt' Soft MtH. Becoming Dap fh Poorly Graded Gravel & little to No Cleon SLOPE ~ST HOLE WAS GROUND WATER ENCOUNTERED? N~ IF YES. AT WHAT DEPTH? - N/A- DEPTH TO WATER AFTER MONITORING? DRY SLOPE 04-06-0~ DRY 04-19-0~ DRY 05-01-0~ DRY PERCOLA~ONRATE5.3[m~/inch) PERC HOLE D~METER 6~ TEST RUN BE~£EN 5Fr ~0 6FT COMMEI~rI~: Test ~ole excavated bY ~TH ConstrucEom, Test Hol~ was presoaked before pmrc test PERFORMED BY: Ste~en R. Pannone, P.E. I CERTIFY THAT THIS TEST VFAS PERFORMED IN ACCORDANCF, .WITH ALL. STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. P£RFORM£D FOR: LEGAL DESCRIPTION: ~'ST HOLE 2 SM SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, ,4K 99510 (907) 272-82;8 EI;zobeth Weekly-SondWk DATE PERFORMED: OJ- 15-07 Lot 10 Kincoid Acres t'S-f1566) Organics/ Rootmoss I~ne Ct'o/ned Sond wi Some Sitl$ Soft Eosy, Digging Pood)/ Groded Smnd$ ~ Orovel No S#I SLOPE / HOL£ WAS GROUND WATER £NCOUNTERED ? /~' Y~$. AT leH4T DEPTH? -- N/A- DEPTH TO WATER AFTER MONITORING? DRY' SLOPE TEST HOLE 04-06-0~ DRY 04-19-0~ DRY 05-01-0~ DRY PERCOLATION RATE 17Fmln/;nch} PERC HOLE DIAMETER TEST RUN I~ETWEEN 5FT TO 6FT CO&IMENTS: Test hole excavated by BTH Construction Test Hole was presoaked before perc test. PERFORMED DY," Stev~n R. Pannone~ P.E. I CERTIFY THAT 17418 TEST V/AS PERFORMED IN ACCORDANCF, ~V/TH ALL STATE AND MUN~CIPAL OUID£1NES IN EFFECT ON THE DATE OF THiS TEST~ MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 907-343-7904 On-Site Water and Wastewater Section Fax: 343- 7997 www.muni.org/onsite Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519-6650 * www.muni.org Arsenic Advisory Certificate of On-Site Systems Approval # OSC211138 Subdivision: Kincaid Acres, Lot: 1C-2 A water sample revealed an arsenic concentration of 13.7 micrograms per liter (ug/L). The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 ug/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Information on arsenic is available from the On-Site Water and Wastewater Program website (www.muni.org/onsite) or at 343-7904. This advisory must be attached to all copies of the subject Certificate of On-Site Systems Approval.