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HomeMy WebLinkAboutUS SURVEY 3200 LT 11US Survey 3200 Lot I I #090-041-13 Municipality of Anchorage Development Services Department 5 y: _ Building Safety Division On-Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519{650 Page 1 of 3 www.cl.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND10R WELL INSPECTION REPORT Permit Number. SW060122 PID Number. 090-041.13 N«n. Wastewater System: ❑ New ® Upgrade Amr..' 52 Rox 8815 Indian Ak 99540 ABSORPTION FIELD Ph" Nuob««Beeveln' ® Deep TWKh O Shelkm T0 O Bed O MouN 0 Oenr. LEGAL DESCRIPTION �R«'na 1.2 T"Do" k-o g"oWwe BlackLot SWdw«on: 11 GPD Fe DePet b Ppe bosom eorr, onarW Veda --------------75 FI. Ge" depolban'aVlppa- t).S'.S 3200 3 Ft. 4.5 Ft To+n p RV" Sechon: Fe edoed above onPw Vale' Gr" L0Vh 1 FI. 60 Ft. Well: [_1New ❑ Upgrade c7" .ft w.rowork,e' Ckmarxe behnen l,m,, CNud�catnrl (Pm«s. A B. C) TotalDepen. Ca'W 10 Exist'-q Private 2.5 FI. Tol« W'orpl,on area 1 0 FI F" 'yl" I FI. FI 540 Fit 3034 PVC DnW DM. DnIW Stales Wow Lav«. IrmsW D«e 11111141W FI Wilco Construction 611212006 YNIO Pure 5« «. Cawq )IepM ADow GrovM GPM Ft. Ft TANK SEPARATION DISTANCES ❑ Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption Lift Holding lublkJPlivate hltt—d "w c.w�lr. From Tank Field Station Tank Sewerune Exist' Concrete c« w.e 122.9 112.4 100+ M«w « N" PI c°"p«'m°"' Surlwaw«w 100+ 100+ LIFT STATION L« t+w 62.2 59.7 Sue Mw wuw. Got Fandr,on 15.360.6 'PUW OW lw� « •pump off' level « Hv w«w «ren a 450+ in In ti Cuba Oren 50+ pump Lwa a Model Eiecu" lltwl) on' Perlamrd br Remwk' Verified lnte2dty of exisrg concrete tank. BENCH MARK Lotman ww De'Q,~ Deck of Main Entrance Mwnrd Ekw«an. 1= FL II7i Inspections performed by: PANNONE ENG. SVC, LLC Dates: 1« 6112/2006 Engineer's Stamp 2nd 6112/2006 .�q�hi Development Services Department Approval �•�P��. . �,•' �� Conditional Approval Date: • ;° a9 r" ; s 0 Ek ;Steven R. Pannone: Reviewed and approved by: !, Date: /� - 411- e � . CE 81 No49 ���� CE 81 .••'°�':� o (R« owe) eeheei ESSI- ���� a 3 9 8 5 PERMIT NO:SWO60122 RECORD DRAWING P.I.D. NO: 090-041-13 WASTEWATER DISPOSAL SYSTEM LOT 11 USS 3200 i / Accu vax:e[1arEo F &W REBAR / Iq WE W M xFPr1Ct wlx 1ao rEEra raovec0w FOUND 518'REIBAR / / AxEA1.roEe[lpreo / IWFeeTa E x 1 aevatxww / taorrxorEEOw ExlsrG 1 4 SR HOUSE ♦ I \ e. \ 1 TONNE T IST 10% / 1I PE. INSTG DOUG \ e/ LEAN S e J I ' n 64 °1 1b O• A 300 / IN FAILURE ABANDONED J% ••••.,•,,•414# IN PLACE lines and Imes, unless approximate and based on PER CODE accordance nceehwithbAMC15.65 noted otherwiselot . measurements measurements from found A # (907)6324351 DATE:5-16-06 comers. 161 rt N 0ivsEO 0 `\ �TH2 i ExISrG 20009 CONCRe ETANK INTEGRITY E / 122.9 112.4 / CAUTIONI / GARDEN AREA ENTER OY,1J RISK UPGRADED DRAIW /! / BO LF x 7IN 45. ,7.5'TD / yp 69.7 �TH1 DROP ,11 25% / CO A B C1 54.1 5.5 M1 51.5 2.8 C2 5.6 54.6 M2 5.8 54.4 DC 44.6 22.0 AuwwoEVEwreo Wo wEus oa eevnn wet 100fEET (M PIIOPEEe w DESIGN CALCULATIONS PERCOLATION RATE: 1-5 MPI APPLICATION RATE: 1.2 GPDSF (125 SF/BR) BEDROOMS:4 AREA REQUIRED: 500 SF DEEP TRENCH: 4.5' ED 60 LFx 2 -TW x 4.5 ED. 7.5' TD TOTAL AREA:540 SF 12508 SEPTIC TANK IF REQ'D 6ww11LaIlifr,NOTES: rt<trAKtu tort: 3) Maintain 10' separation to a9 5) Location of house is ••••.,•,,•414# all d lines and Imes, unless approximate and based on 0j accordance nceehwithbAMC15.65 noted otherwiselot . measurements measurements from found A # (907)6324351 DATE:5-16-06 comers. �GfV7 1 ': �0 2) Materials used shall be in I 4) Lots served by private water accordance with those specified In systems. No wells within 100' of 'I AMC75.65. Wastewater Disposal. proposed system. M••^••1•••••••••••••••:IV rt<trAKtu tort: PANNONE ENG. SVC, LLC R. Pannone dames Sumner P. O. BOX 102954 CE 814 i 76��0,.••'••�i Box 8815 SR Indian, AK 99540 ANCHORAGE, ALASKA 99510 : (907) 653-7308 272-8218 P. 272.8211 Fax �• I'ES"5,,�•• (907)6324351 DATE:5-16-06 PLAN SCALE: 1'60' PERMIT NO:SW060122 RECORD DRAWING DETAILS P•I.D.NO: 090-041.13 WASTEWATER DISPOSAL SYSTEM LOT 11 USS 3200. a m ua w.3n ON NOV31V sell eollH r•L` 5 •tr.' x �. ae W n 1"'0 •O � O f'i;!il• J b C •i•.�,q L O • •t La :• Y S • w 0. • e'�'� w e Q z 5,1 ,.E D O. O m1 L m • ny "• W31OY31V sell wll o ILL o fJ:f:f:f:f:f: ri• T Wa. O a I "0b a e P o�n c I o 0 SEo� O) E S 83l 310(%10 �n 0 ry m 0 Z I V!00 1 IM NY= Y 2 Z Z U UU W015 N(L ua nv3» uj µ�� co U > Fa- OF 110 wm 0!10 •• ♦♦ rquveN O3 '—'; •�'................ •°;Steven R. Pannone 1 PREPARED FOR: James PANNONE ENG. SVC, LLC ,+ ♦ a ♦ ? . ♦ CE 8149 � � Sumner Box 8815 SR P. O. BOX 102954 • ��112 (v,,.••'�� ♦♦♦♦, Indian, AK 99540 ANCHORAGE, ALASKA 99510 �bS.�:•♦• (907)653-7308 227-3522 P, 272-8218 Fax (907)6324351 DATE: 05-18-06 SCALE: NTS DETAILS Municipality of Anchorage Development Services Department \ Building Safety Division On -Site Water and Wastewater Program, 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 3 www.d.anchorage.sk.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWSW060122 PID Number. 090-041-13 Natnr. Wastewater System: ❑ New ® Upgrade PQ Rnx RR1_9 SR Indian AK 9994n ABSORPTION FIELD phon,: Nurba a s*&(x ma ® Dep Tratw.n Cl Snatlow Trench O Bed 13 Moekt O other, LEGAL DESCRIPTION ape Rating TOW Depth from o1akW graft: Bleat Ld: &66vieim: USS 3200 Depth It, pee boWm from wwW pada: 3 F1 Gnvat dpin beneath pipe: 4.5 FL TuenM,p: Ranae Seton: Fa added ebm Warned weds: Grevat Length: F Well: ❑ New ❑ Upgrade Gnrat r.W Number of linea: Diatatlnl»Iweanllnea: 2 Ft 1 0 FI cwzsff icn (Private, A B. c): Taal Depth: Geed a: TOW ebearpdan ane Ppe Maar.. Exist' Ft. I FI 540 Flt 1 3034 PVC Dnller. Date Dnllett auric waterv . frrtamar Date kgtelled: FI Ryan's Backhoe 1 6/12/2006 Hata. Pure sat at. C,wq Hatpte elbow C ou TANK GPM FL FI SEPARATION DISTANCES ® Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption Lit Holding blic(Pnvale mw"i1ed1'r c+peoW Fran Tank Field Station Tank Sewer Line EXIst' 2000 Cat. wN 122.9 112.4 100+ Mater W: Nuro.r a cmwmreres S.f.w. 100+ 100+ LIFT STATION La Ler 62.2 59.7 Sued menet ..r Gat 15.3 60.6•Perp or levet M: •Pimp ar bvatH NY,F11YNat.Iatm at: Foundation In ti In. c,aWn Dmn I 50+ 50+ Pero Make `Mmes EM "kupeaion W mrd t r Renk` BENCH MARK loCtlwt and Deep Deck of Main Entrance Natmae Elevator: 117.55 FL SUPERSEDED Engineer's Stamp E"�..:q( ��o�� �i �•.•'y Inspections performed by: PES. LLC Dates: 1°6/12/2006 J a9T" ..... ..0 2n°06/1212006 Development Services Department approval 0' Steven R. ''""""""""" """""""'""� annone: i ♦ G� ': Conditional Approval by: Date: e�. No. �• �CJ�IfJ��••'�� Reviewed and approved by: Date: �aass155;':•� SlIV130 S1N 3lVOS '•,,,", 90.815031V0 19£i-Z£9(L06) •�� ��� XUSLZS-ZLZ'dZZS£-LZZ 9o£C£S9U06) .•'1 ............... M966 VASHIb'30VMOHONV 0=566Hv'ue!Pul �• ,,.uJl1�%� •�� US 9199 X09 VS6ZOL X09 'O •d sauwnS sower avouved a uene=g;� 0-11'OAS 'ON3 3NONNbd :NOA (128Vd3Md i . .........•• •••• •• •••.. i •�1 •• *i EOUNW*N •.� ....• yd:•• CLEAN OUT �•,, � �••• ppDm m�i' Z e�EAN art mn9 coo '�N FT g Z Z CLEAN ouT OC)m Z A u IJ yy�� tli ig Q O DOUBLE 0 T CLEANOUT 83O b C VOp OOi O. O ' Q i r q U u cn v Xm CLEAN Ovr o p n Y sssrsss ..n 110NITORTMs, .O AT EACH END O\• • o A m Z o 6 d_ 41 rt;l u� b o74 nY::\ 1 MONITOR TUBE AT EACH END ).'✓ 'r CLEMN d b ooze ssn L L 10l W31S,kS lVSOdSIO U31VM31S`dM L=., 0 :ON'0'1'd SlIVIBC] JNIMMI M100321 ZZ1090MS:ONIIWLI3d R MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water Q Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jun 01, 2006 Expiration Date: Jun 01, 2007 Permit Number: SW060122 Parcel ID: 090-041-13 Legal Description: US SURVEY 3200 LOT 11 Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: NHN CHICKWEED LANE Owner Name: JIM SUMNER Lot Size: 133650 SO. FT. Owner Address: PO BOX 8815 SR Total Bedrooms: 4 Permit Bedrooms: 4 INDIAN. AK 99540 - This permit is for the construction of. ❑✓ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ 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 calling (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 same day. B. Covered, sealed, and heated to prevent freezing. Received Date: ©iodl ( Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. M • r).. Property owner(s) Jim Sumner Day phone 6324351 Mailing addressBox 8815 SR, Indian, AK Zip Code 99540 Site address NHN Chickweed Lane Zip Code 99540 Legal description (Sub'd., Block & Lot) Lot 11. USS 3200 Legal description (Township, Range & Section) Lot Size 133,650 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage' ❑ Number of Bedrooms 4 THIS APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ 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. Pannone LLC (Signature of property owner or authorized agent) Permit/Rush Fees: 11 V U Waiver Fees: _ Date of Payment: 5Z�Zj cU/(00 Date of Payment: Receipt Number: V Ott (tD b Receipt Number: (Rev. 11105) Pannone Engineering Services, LLC Consulting Engineers May 31, 2006 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 11 USS 3200 Septic System Upgrade Permit Request Ladies and Gentlemen: P.O. Box 102954 ge, Alaska, 99510 )071272-8211 Fax I am writing to request a permit to construct an upgraded septic system be issued for this property. The initial request was made in March 21, 2006. Your department issued four comments concerning the initial submittal on May 26, 2006. I will address those comments in this letter in the same order they were presented. Comment: Provide cross-section drawing to verify that the system is 50 feet from a change in slope of 25%. Response: The proposed system is located adjacent to a slope that is 25% and drops approximately three feet. I have provided a cross-section drawing showing the location of the proposed field, 25% slope, and the effluent infiltration line of the proposed system. The drawing clearly shows that the effluent will not day -light based on a 25% infiltration line starting two feet above the pipe invert. Comment: Note the crib will be abandoned per code. Response: I have revised the drawing adding the note. The existing crib will be abandoned in place in accordance with The Code. Comment: Please provide verification of the integrity of the undocumented tank. Response: The design drawings call for verification of the existing undocumented concrete tank. The verification will be performed during the construction phase and will be noted on the inspection report form. Comment: Onsite documentation for Lot 10A shows a well on Lot 11 within 50' of Chickweed property line. Please address. Page 2 of 3 Response: Drawing for Lot 10A shows the approximate location of the well on Lot 11. This location was un -surveyed and showed the approximate location only. The drawing for Lot 11 is a more accurate drawing with the well location measured from readily identifiable features. Design Elements The proposed systems will serve an existing four-bedroom house. The existing well is located in the northeast corner of the lot, over 100 feet from the proposed septic system location. The surrounding lots are served by private water systems and are over 100 feet from the proposed soil absorption system. 1. Soils. See the attached soils log. Ground water was monitored for seven days through the May high ground water period. Ground water was not encountered in the test holes and stabilized at a depth between 11.8 feet and 12.3 feet in the monitor tubes during the water -monitoring period. Bedrock was not encountered in the test hole. Two percolation tests were performed. It is my opinion that the overall soils appearance of the soils, an application rate of 1.2 gallons/day/square feet should be used using a conventional treatment system. 2. Trench Design. a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: f. Total depth: g. Effective Depth: h. Width: i. Reduction Factor: j. Minimum Length: k. Design Length: 1. Effective Absorption Area: m. Septic Tank Size: 1-5 Min Per Inch 1.2 gpdpsf 4 600 gallons per day 500 sf 7.5 feet 4.5 feet 2-3 feet 0.0 55 feet 60 feet 540 sf 1250 gallon, if required after verification. 3. Surface Water: There is no surface water within 100 feet of the proposed system. The proposed systems will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The average topography in the area of the proposed septic system is approximately 1 percent. The eastern portion of the lot drops off at approximately 20 to 25 percent for a height of three feet then flattens out to the road. The top of the proposed septic system will be at the elevation of the lower bench and does not proposed C:\Work\Letters\11 USS 3200.002.doc Page 3 of 3 a day -lighting threat. The proposed system will be installed on the central portion of the lot. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. The existing septic tank will be verified for integrity and will be replaced if found to be leaking or excessively corroded. I have attached the revised drawing with the above changes. If you have any questions or concerns, please contact me at 227-3522 or 272-8218. Sincerely, Steven R. annone,P.E. Civil Engineer Attachments: C:\Work\Letters\11 USS 3200.002.doc PERMIT NO:SWO6 DESIGN DRAWING P.I.D. NO: 090-041-13 WASTEWATER DISPOSAL SYSTEM LOT 11 USS 3200 MEA V VELD D., \ +msEET OFORF�sEAD aWASM F ND 578'REtUUi % \\ FOUND 578' RESAR / \ / MEA IIfCEVELOPED. \ 100 FEElOMNPSEDEI F eEn0WM \ aAa Enlro 1 1 20% \ \ \ 4 SR HxOUSE 1 ExIS7•G 2000g ` I CONCRETETANK Fns VERIFY INTEGRITY / wEu \ 1 111.8 \ CAUTIONI \\ \ GARDEN AREA / 1 \ % ENTER C OWN RISK 3 /p D CONN TO, IS 10% 10% / A11 / PROPOSED UPGRAD ._ PIPE. IN ELEAN S \ / 60 LF x TW x 4.5 ED, 7.54D 62.1 / �srotw i 1 0 1% �sE cu 7 /I- TH 1 � 300° 1 87.7 Qui 'DR / J W 1% TH2 25% / LU / E IN CRIB / o W / IN FAILURE O 3 0 N IN �� DOPLACE F-lp�p \300 78.5 / J U TOR / A 025% 2% EmroevarEU Lvou,T p "NWFEETFR MED / (� 1IF00ApE / O\ iT MEA Ux1EVELDfEO. G IWFEETl0119EPTKl YIM .2ypI0 / / t00fEET pf PRO%EO X1 / DESIGN CALCULATIONS: / PERCOLATION RATE: 15 MPI APPLICATION RATE: 1.2 GPDSF FOUND NAIL / / (125 SFIBR) BEDROOMS:4 / AREA REQUIRED: 500 SF / DEEP TRENCH: 4.5' ED / 60LFx2.3Wx4.5ED. 7.5'M TOTAL AREA540 SF 1250g SEPTIC TANK IF REO'D NOTES: 3) Maintain IO'separation to all 5) Location of house is '� ♦ il# 1) All work shall be performed In lot lines and water lines, unless approximate and based on 0�,`P� ••••"'•••••., ••••••\; accordance with AMC15.65. noted otherwise. measurements from found ••' ♦♦♦ '�`�A[7• comers. i TM ♦♦ 2) Materials used shall be In 4) Lots served by private water accordance with those specified In systems. No wells within 100' of �••'• •••• ••••••••••••••1•••••: AMC15.65,Wastewater Dlsposal. proposed system. ♦ �:'•• "• ••• •"'•'•"•'•" S • PREPARED FOR: PANNONE ENG. SVC, LLC ♦ •Steven R. Pannone i ♦♦��_OE ,lames Sumner P. O. BOX 102954 eta e* �r�3 Box 8815 SR Indian, AK 99540 ANCHORAGE, ALASKA 99510 ♦ SS --``�� ��• ♦��a,-',;�:'� (907) 653-7308 18 272-8211 Fax ATE: 16P. DATE: 5-76-06 (907)632.4351 PLAN SCALE: 160' PERMIT NO: SW06 DESIGN DRAWING DETAILS P.I.D. NO: 090-041-13 WASTEWATER DISPOSAL SYSTEM LOT 11 USS 3200 uwH ;,,• OU wol'31V 3Bn1 01� NOw Y4 ci "• F ':'' W e4 H p 4 a •l••: Z,r w w 7•" o Z LU 9 C O 1 O13N3v33Y LL rrrrrr. , 39nlwl a U m LL " 7 LLI uanv3n fn O.. h i VOb ' VO '01 � C r SON 0E S s as 3W00 F LL ° r 110�11100 L1oe F U /yam z UU �� ua Hrin x EL w > U 1a- OF KOUVOW10A ••�P�E4D�� %.....1................t.....0 •• ••• PREPARED FOR: PANNONE ENG. SVC, LLC / / t '; Steven R Pannone f James Sumner P. O. BOX 102954 8149 Box 8815 SR Indian, AK 99540 ANCHORAGE, ALASKA 99510 �4."' •• 4444\�;•���• (907)653.7308 (907)632-4351 227-3522 P. 272.8218 Fax DATE: 05-18-06 DETAILS SCALE: NTS PERMIT NO:SW06 DESIGN DRAWING DETAILS P•I•D.NO: 090-041-13 WASTEWATER DISPOSAL SYSTEM LOT 11 USS 3200 0 ai 0 O O N W WO wW M u- z 0 sF J LL z ew uiz N --1 O O O O O M LD 't N O 00 c0 Itt N O M M M M M 00 DD 00 DD DD ,NOTE: ELEVATIONS ARE ED ���*.OF •V,1p4 AND WILL BE TIED TO A BENCH A•••"••^%� ...''�4_ MARK DURRING CONSTRUCTION. �•••.••••••••••••••••:• •• rKtVAKtu rUK: PANNONE ENG. SVC, LLC R. Pannone :� /{/0 James Sumner P. O. BOX 102954 CE e1 s Box eau SR Indian, AK 99540 ANCHORAGE, ALASKA 99510 •• .••'•�� 227-3522 TE-352 �P8-062-8218 Fax Z.%ESS1 �����• ISSILS�� (907)632-4351 DETAILS SCALE: 1:20H806 :20H1AV SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907)272-8218 PERFORMED FOR: Jim Sumner DATE PERFORMED: 05.12-06 LEGAL DESCRIPTION: Lot 11. USS 3200 1 2 3 4 8 6 7 8 9 10 11 12 13 14 Is 18 17 18 19 20 TEST HOLE 1 OR GPI SM BOH Bmmn Silt Brown/Gray Silly Sand) Sandy Gravel wl Cobbles 8 Boulders SLOPE TEST WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? -0-' DEPTH TO WATER AFTER MONITORING? -12.3 DATE: 05.17-06 5-21-06 .12.3 TH 1 READING DATE GROSS TIME NET TIME DEPn1 TO WATER NEr DROP 05-12-08 3:40 - 1314 3:80 10 10 6 114 3:80 31/2 - 3:60 10 9114 8314 4.01 318118 - 4:11 10 97116 6 1A PEROLATION RATE 1.8_(minAnch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 4 FT AND 5 FT COMMENTS: Test hole excavated by Ryan's Backhoe. Perc hole was presoaked before test. Percolation test was performed using Metric measurements. Converted to English units on this sheet. PERFORMED BY: G. Scott Crowther. P.E. I CERTIFY THAT THTR TRRT WAR PRRFC1R0.4Pn IN ArrnPnANlrl SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907)272-8218 PERFORMED FOR: Jim Sumner DATE PERFORMED: 05-12-06 LEGAL DESCRIPTION: Lot 11, USS 3200 1 2 3 5 8 7 a 9 10 11 12 13 1/ 15 18 17 18 19 20 TEST HOLE 2 SLOPE �TM 2 READING SLOPE ML 8rovm Silts DEPDI TO WATER NEP DROP Brown/Gray 4:18 GP/ Silty Sand - GM Gravel 4d8 10 wI CoDOksB 0314 Boulders 0:26 - 3311 TEST BOH COMMENTS: WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? Damp ca 8' DEPTH TO WATER AFTER MONITORING? 11.75 DATE: 05.17-06 5-21-06 -11.75 PEROLATION RATE 2.2 (minAnch) PERC HOLE DIAMETER 6ln&es TEST RUN BETWEEN 5 FT AND 6 FT SLOPE �TM 2 READING DATE GROSS TIME NET TIME DEPDI TO WATER NEP DROP 05.12-06 4:18 311 - 4d8 10 8111 0314 0:26 - 3311 4:38 10 61116 49116 c39 311 /'.49 10 a1015 091 PEROLATION RATE 2.2 (minAnch) PERC HOLE DIAMETER 6ln&es TEST RUN BETWEEN 5 FT AND 6 FT Municipality of Anchorage Development Services Department • +� Building Safety Division Onsite Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Pannone Engineering Services Legal description: USS 3200, Lot 11 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. Please provide cross-section drawings to verify that the system is 50' from a change in slope of 25%. ✓® Incomplete; note that the crib will be abandoned per code. ❑ 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. 1. Please provide verification of the integrity of the undocumented tank. Name of reviewer. Deb Wockenfuss Date: 5/26/06 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK