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Home My WebLink AboutGOLDEN VIEW HEIGHTS LT 8DGolden View Heights Lot 8D #020-042-94 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 3 www.cl.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SWO60354 PID Number: 020-042-94 "°'"enna & Ren Schulman Wastewater System: ® New ❑ Upgrade Aad,... ABSORPTION FIELD Phone Nam W, a, S",o 346-8205 6 O Deep Tratwh 0 shall w T,amt, O aW a M.-d D Olh. �aRa°N Twat papmhomo5m5.r,WarW. LEGAL DESCRIPTION 08 GPDTt' Ft. Blo La 13 W." Dapel to PM hohaa tr m ongnq ane. Gavel depth Iro M ppe 8D GOLDENVIEW HT'S 3.5 Ft. 2 Ft Tonnahip Range Sx°°n' FAY WdeG.hove onaulW.rade G,avat L"M 2 Ft. 961105 Ft. Well: ®New ❑U rade Upgrade Grp ° 5 Num ofknee Distanceb aeon lMa 2 11.6 Ft. Ft clasancatwn (Prrvau, A. B. Q. Cued b: Total ahaapoan aro•. Pipe Malerml Private 128 F. I 38 F, 1435 Ft, PVC 3034 Drnur Dat. DId W. slaw W a1w twat Inalalwn Date h *1411" Alpine Drilling 012007 27 Ft Beek Construction 1011312007 Y.NdPunp sst st Caavp hatgM AGM Glwml TANK 10 GPM h Ft. 2 Ft SEPARATION DISTANCES ® septic ❑ Holding ❑ S.T.E.P. O Other: To Septic Absorption Lit Holding ublic/Prlvate M.tactww.`aY Anchorage Tank 2000 G.I. From Tank Field Station Tank sewer Une Moulin NumG.r of Campannwin Wall 151.6 153 91.8 STEEL 2 100+ 100+ LIFT STATION sue.wa,., 71.4 13.3 !a Nu Klu,e� Lat tma Gal 5+ 4O .PG an- level W 'Pump Off level at Mph "to' Warm at Fatwn ound In In in. 50+ 50+ Pvna Make a Modal Elect i Mapacomf PVHO l by C., ,t Drwn Re '"BENCH MARK *No pump log. Pump not installed at this time I.anlwn coal Dua,plwn Basement Threshold Aaw,ra levqon. 100.0 FL Engineer's Stamp Inspections performed by: PANNONE ENG. SVC, LLC Dates: 1' 10113/2007 2n0 10113/2007 •�� Or �� '♦♦♦ ............... •, Development ServIceS Department Approval . �P ♦♦♦ is 44,H % ��i Conditional Approval Date: ° .................t.....0 r ven. Ponnone: a. ' k• Date: — ds ��%• No. CE 8149 ♦♦ x• �'� Reviewed and approved by:— ..... ' D�,�._ ��t,�, 7 .4 -NEW 20009 SEPTIC TANK 10% 46.8 46.8 - -10% -- -- - - APPLICATION RATE 188 SF/BR 0.8 GPD/SF 5 BR HOUSE REO'D AREA: 940 SF 5' WIDE 0.5 EFF 'T DEPTH 18OLF X 5.5 T.D. 1130 SF TOTAL 2000 GAL. SEPTIC TANK OF. ---=- XIST'G SEPTIC, i AREA 8 BUILDING MOVED PER AS -BUILT SURVEY / GASTALDI 10/31/2007 PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 z Golden View Hts, Lot 8D ieJen'R'. P'cnnon'e'j Anna & Ben Schulman l��s. QED87o9 15950 Far View Place ni/_� $- Anchorage, AK 99516 T1 46.7 17.8 T2 50.4 26.4 C01 52.9 30.6 CO2 53.4 31.9 C2 858. 53.3 M2 86.2 53.9 FS 47.9 53.7 Ml 56.0 94.6 Cl 57.4 95.5 M4 68.7 96.7 C4 69.8 97.5 THI 102 84.9 TH2 89.8 113 Date 04/04/07 1"-50' SWO60354 DESIGN sheet PLAN 1 2 or 3 DESIGN RESERVE FIELD PERC RATE: 5-15 MPI CATSYSTEM APPLICATION RATE j 5 GPD/SF(W/AUX PUMP VAULT) j 5 BR HOUSE(750 GPD) / REO'D AREA: 150 SF / EXIST' 0.5 EFF'T DEPTH 301-F X 5.5 T.D. 1150 SEPTIC AREAA SF TOTAL / NEW PRIMARY SAS 1 FXIST'G 2 EA 5'WIDE TRENCHES I WELL 10 96LFxO.5'ED. 5.5TD 10 105LFxO.5'ED. 5.5ED 1 _ _ _ - - - - -- 13.3 � Q c RESERVE SAS �, M1 CS II (BASED ON CATIII SYSTEM 1M4 \ D% DRIVEW W/AUX PUMP VAULT) III�`I�1Tj11 III \ AY FLOWt/ 4 3 3OLFx5'WxO.5'ED. 5.5'TD t' III III ER W - 10% TH III I \1i NEW 5 BR I I II HOUSE I --I NOW LLS OR SEPTICS \ 1 W/IN .00' OF PROPOSED TH FS NEW YSTEMS. 8 i lil \ I III \T2 T1 b0. ,0% I U III 1.6 --t 0% M3 LC2 135.6 NEW 7 .4 -NEW 20009 SEPTIC TANK 10% 46.8 46.8 - -10% -- -- - - APPLICATION RATE 188 SF/BR 0.8 GPD/SF 5 BR HOUSE REO'D AREA: 940 SF 5' WIDE 0.5 EFF 'T DEPTH 18OLF X 5.5 T.D. 1130 SF TOTAL 2000 GAL. SEPTIC TANK OF. ---=- XIST'G SEPTIC, i AREA 8 BUILDING MOVED PER AS -BUILT SURVEY / GASTALDI 10/31/2007 PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 z Golden View Hts, Lot 8D ieJen'R'. P'cnnon'e'j Anna & Ben Schulman l��s. QED87o9 15950 Far View Place ni/_� $- Anchorage, AK 99516 T1 46.7 17.8 T2 50.4 26.4 C01 52.9 30.6 CO2 53.4 31.9 C2 858. 53.3 M2 86.2 53.9 FS 47.9 53.7 Ml 56.0 94.6 Cl 57.4 95.5 M4 68.7 96.7 C4 69.8 97.5 THI 102 84.9 TH2 89.8 113 Date 04/04/07 1"-50' SWO60354 DESIGN sheet PLAN 1 2 or 3 PERMIT NO: SWO60354 RECORD DRAWING DETAILS P.I.D. NO: 020-042-94 WASTEWATER ABSORPTION SYSTEM Lot 8D Goldenview Heights S/D 9 J Y y :•'�� N 'j�c.°.Steven RPannon F Ln If1 i 5 Z d o s L a n. w Q OF 1 y aiR� J LJ w_ S� LL 1 �- Ino o } 7 B NN O Q F Q a w Cn v sE w s ! U) vi Ofo 3 0 E -IF— I } o i 1 I 3 nw Oo I N^ o' — alrn GO i g 0 i No NV313 I I 8> L s a + 9 - N I I 9 J 491 :•'�� 'j�c.°.Steven RPannon I ♦�f1: CE •i 8149 ?�r 9 J Ino NY313 Q U ON3 N3V3 1V 36CU U011NOn Z w Q a w_ S� LL •\ Lm 7 w Cn w Ofo LLI ON3 NOV3 IV No NV313 b3une5 NOlf C 9 e as NO WV313 C F ^ 318n00 C I I v REPAIRED FOR: Anna & Ben Schulman 1850 Congress Circle, No. 2 Anchorage, AK 99507 632-5373 NO NY313 !n0 Nnlo MO NY313 NO13VVlONno3 Pannone Eng. Svc., LLC P. 0. BOX 102954 ANCHORAGE, ALASKA 99510 272-8218, PHONE & FAX 4TE: 04-04-200 DETAILS 11 0 R8 Jill JIM 0 % XOGOZEW MAL /I m I 't d Z0 39Vd M UTH M&VZST13M 97sGerclQ6 9Q:GT EOCZ/ES/E0 03/18/2x08 15:05 9373485546 kEI.SFARGO NIFFWN PAGE 03 ALPINE DRILLING & ENTERPRISES permit Number: #SR72G035♦ Date of Issue•. IUO--O Parcel Identification Number: Date started: &"7_ Date Completed: O -U Is well located at approved permit location? ® Yes No Legal Description; reolden New Holits lot 80 Property Owner Name & Address: Anne & Ben Schulman 15050 For View Place Borehole Data: Solt Type, Thickness d: waxt Strata Depth (ft) From To Method of Drilling ® air rotary ❑ cable tool Casing type: =fr stick-up slit gravegy ant Bedrock 0 3 7 28 3 7 28 128 Wall Thickness: .025 inches 'Diameter: 5 inches Depth: 22 feet Liner Type: M Diameter. 4 inches Depth: l22 fat Casing stickup above ground: 2 feet Static water level (from ground level): 2_7 Pumping imeL•-tweet after H2O 80 120 1 hours pumping 1Q lipm Recovery Rate: jQ gpm Method of Testing: fLE Well Intake Opening Type: ❑ Open End ®Open Hole ❑ Screened Start fact Stopped fed ❑ Perforations Startfeet Stopped feet Grout Type: bewonite lZantiles & ChI12s Volume: I fleoth: Startg feet Stopped'NQ feet Pump: Intake Depth, feet pump size l,lll,hp Brand Tame Well Disinfected Upon Completion? ® Yes No Method of Disinfection:IL tt.. i ne lot Method Comments: Well Driller- Alpine Drflling & Enterprfses P.O. Box 110496 Anchorage, AK 99511.0496 Attention: The well driller shall provide a well log to the properly owner within 30 days of complrlon and the property owner or the well driller shall provider a well log m the Development Services Department within 60 days of 0=0960r.- APR -8-2008 11:398 FROM: 70:3437997 P.1 EsvalwINIO 60vim Oou"ASR1 vHwft &MY wvbkn ao-sits W~ 1 W404 w w h"r" 4700 Mwtty iMtlft P.O. It" todeeo *#MAN* Anchaps. At 5981""0 Pump lRetelletla97 Lan x•s'/3-79 won DAMI rou" Nwown Dit1 of Uat I Pans idnanaagn Nlu>tl»s1 �� cepaDaaeeVOM �N D sot.L I wla H 6-,j %rl�Nvi�v �� \ �D l S'` 50 �at�i�w arr hm)tinlWttllao.at �t� -.1.•7 thtap jdjb Dgt1 %hv rep sf Wdf CutsAt /01 an ra" MulsbCISM, Nsttu Glu N Q, f O r te,►Modol: /5r50Eo-21 W him .�. rubs A"Ptasttrwb"et,_%Or fw 71dMAAipnrMAMftdMelNMf ft7 _. MM c / /N dw rs f WA Mnf e W UPM Collodi st MW 0 No Mattiteislino e[1PS tCsw>•tntrt CALL FOR SERVICE — Camptew Water Syetam 8arvlca - AAROw PUMP & WEll UROCEt LLC BRIAN WILLE r..— ANCHORAOE EAOLE RIVER (NT) 3404M MM On9335 I Aetestisst Ths pLw UWdW 0611 p A& D Pw# IWaddlss Iq to M which 30 t4+ OPAW I444118ab► MUNICIPALITY OF ANCHORAGE C % Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Renewal Date Issued: Oct 30, 2006 Expiration Date: Oct 30, 2007 Permit Number: SW060354 Parcel ID: 020-042-94 Legal Description: GOLDEN VIEW HEIGHTS SUBDIVISION LOT 8D Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: 15950 FAR VIEW PLACE Owner Name: ANNA & BEN SCHULMAN Lot Size: 49217 SO. FT. Owner Address: 15950 FAR VIEW PLACE Total Bedrooms: 5 Permit Bedrooms: 5 ANCHORAGE. AK 99507 - This permit is for the construction of: ❑✓ Disposal Field E Septic Tank ❑ Holding Tank ❑ Privy [--I 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. (DIT �Cj yAJ jZC01SI0A) Dfi4F_!> 70,ve 6 120.rj-. /37 Flyr.Iesf Fnf APF Received By: /lI / &,220 n'- Date: Issued By� Date: c Jun. 6. 2001 3:55PM Garness Engineering Group, Ltd. N o . 8 6 6 5 P- 2 GARNESS ENGINEERING GROUP, Ltd. ei�tiunsn:�;�i R L E;rt:l,#��ItUutH�;t: ; i13f CONSULTANTS $ GENERAL CONTRACTORS -_?_ s�sat ,:'=r:�; urmx is 1- Junc6, 2007 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Revised WeII Location for Goldenview Heights Subdivision; Lot 8D To whom it may concern: Per the request of the owner, we have revised our site plan to show the new proposed well location for the referenced property. Please note the revision on the permit. The well is to be drilled in the next day or two. We are unaware of any adverse impacts flus installation would have on adjacent wells or septic systems. 1f you have any questions, please contact us at 337-6179. Thank you for your assistance. 14 3701 E.Tudor Road, Suite 101 * Anchorage, AY, 99507-1259 Ph; (907) 337-6179 & Fax: (907) 338-3246 * Websitc: www.garnessengineering.eom Jun. 6. 2007 3:55PM Garness Engineering Group, Ltd. LOT 7F; GOLDENVIEW HEIGH7 S/D — — — — — — — — — — — — — — — — (-TIC ARtD LOT aA: GOLDENVIEW HEIGHT S/D 100' WRI RADIVS LOT 7F; GOLDENVIEW LOT 7F; GOLDENVIEW HEIGHT S/D I HEIGHT S/D cSEFmc ARE LOT 88; GOLDENVIEW HEIGHT S/D PROPOSED SEPTIC SYSTEM A (SEE DESIGN, PAGE 2 OF 8 --1------- ---_-._.---.-a—..----.-- — - F4 — — — — — — — - C.-- S—EPTic "�LTERNATE SITE /* ARLAD LOT 80; GOLDENVIEW HEIGHT S/D �LLR tis PROPOSED 5 HED ROOM OUSE -A--------- — --^---— — — — — — — — — — -- — — — - — — — — — — --- / — — — — — — — — — — — — — — — — — — — — — - — LOT 5, BLOCK 3; PTARMIGAN ROOST S/D (�SEPTIC AR_..� N0.8665 P - 3 NW 1/4, NE 1/4. SECTION 2, TI IN, R3W ly \ PROPOSED WELL I LOT 1 AREA LOT 8. BLOCK 3;SHANGRI-LA S/D PTARMIGAN ROOST S/D LOT 7, BLOCK 3; 0 - PTARMIGAN ROOST S/D LOT 6, BLOCK 3; PTARMIGAN ROOST S/D ... ........ GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL 5701 E. TUM ROAD. SME 101 ' ANCHOWZ- AK 99507-' PHONE (907)337-6179 I FAX (90)SM-3246 • Vnm=: —4—*amqkn"dgcom PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ...... ANNA.& BEN SCHULMAN 632-5373 1 OF 8 J f ly arness,- I - ". LEGAL DESCRIPTION: DRAWN BY: Vag GOLDENVIEW HEIGHTS S/D; LOT 8D J.L.M. QQ ---, - - - - — - 'qo TYPE OF WORK: DATE- REVISED 'AA, e s SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 6/6/2007 (Rev. 01/05) Municipality of Anchorage Development Services Department •;' �''il `;� Building Safety Division On -Site Water & Wastewater Program " 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. OZO- 0,42-9y Property owner(s) ANNA & e N SCHULMAN ARAN Day phone 632-5373 Mailing address 1850 CONGRESS CIRCLE • ANCHORAGE- eu Site address Zip Code 99507 Legal description (Sub'd, Block & Lot) GOLDEN VIEW HEIGHTS Si B01VI ION• OT BD Legal description (Township, Section & Range) N/A Lot Size Sq.Ft. Number of Bedrooms 5 THIS APPLICATION IS FOR ( ®all that apply): Absorption Field ❑ Septic Tank El Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ THIS APPLICATION IS AN: Initial ❑ Upgrade ED 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. GARNESS ENGINEERING GROUP Ltd. Permit/Rush Fees: `63 v Date of Payment: 1 l Zai o (oda o X Receipt Number.. 7,5 cb I tvgmlR (Rw. 11/05) Waiver Fees: Date of Payment: Receipt Number: GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS - _—� October 20, 2006 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Well and Septic System for Goldenview Ilcights Subdivision; Lot 8D The referenced property was issued a well and septic permit on April 20, 2005, by your department (permit #SW050093). This permit has expired and the owner of the property has hired our firm to obtain a new well and septic permit. The previous engineer, Steve Pannone, logged two test holes on the property which he used for his design. We are proposing to use his soils logs for our design as well. However, we have recently checked the ground water monitoring tubes and found the levels to have risen significantly since Mr. Pannone has last checked them. The owners are planning to have a 5 bedroom house built on the property. Per the request of the owners, we have prepared two design options for the property. The first design option is to use a 2000 gallon S.T.E.P. tank and dual 5 -wide pressurized drainfields (pages 1-3 of 8). The second design option is to use a SCAT Aerocell Treatment system which would incorporate the use a 2000 S.T.E.P. tank with Quanics pumps and floats, a 1050 gpd SCAT Aerocell unit, and a 5 -wide trench type drainfield (pages 4-8 of 8). Comments regarding the design are summarized as follows: I. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawings for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached topography site. The average slope in the area of the proposed drainfield/s is a 15 percent slope running from approximately cast/southeast to west/ northwest. In short, there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have an AY ". tions, please contact us at 337-6179. Thank you for your assistance. '.E., M.S. NOTE. -Attached are two site plan drawings, two design drawing, jour detail drawings, two soil logs, and a topography site plan, which are all part of the design package for this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: www.gamessengincering.com LOT 7F; GOLDENVIEWI LOT 7F; COLDENVIEW HEIGHT S/D HEIGHT S/D OPTION #1 ---------------- Cs-tPT,G /. ,----- ARS / LOT BA: GOL/DENVIEW HEIGHT S/D \ LOT 7F; COLDENVIEW HEIGHT S/D \ `-SEPTIC \ AREAD \ LOT 88: GOLDENVIEW I HEIGHT S/D PROPOSED SEPTIC SYSTEM (SEE DESIGN, PAGE 2 OF e) — — — — — — — - ------ ------------------- ---------- - —� — — — — — — — -- — — — — — --- — � — — — — 77 CSE+PTIC \ / ALTERNATE $rtE )) �� ARS ��--- �i1+ 1 / LOT BC; GOLDENNEW— HEIGHT / S/D 100 \ \ WEII RAd K �---�—�•. i PROPOSED 1 \ T S BEDROOM i\ NWL 1/4, NE 1/4, SECTION 2. 71 IN. R3W / I / / PROPOSED WELL ��—i---------/-------------- L ------ LOT 3, BLOCK J: � �------ PTARMIGAN ROOST S/D / / i — ------ CSEPTIC / It / / / It / / / / / / It It It / / III / / LOT B, BLOCK 3; PTARMIGAN ROOST S/D AR� / `-SEPTIC'A/ L I LOT 1; AR'B PTARMIGANLOT BROOST .. LOCK 3..I I \\SHANGRI-LA S/D --_ 1 /D I II LOT 7, BLOCK J:\\ i )°°--! '•^Sa, I i I PTARMIGAN ROOST S/D \ 1 I I / GARNESS ENGINEERING GROUP, Ltd. a°O� CONSULTANTS 3 GENERAL CONTRACTORS �......•• .• '• •••••. ••• >A. C )I.Cd1 IN.D. AAf 101ST)-�lr . fY PREPARED FOR: PHONE NUMBER: PACE NUMBER: ..A •• ... ........ ........ ANNA do BEN SCHULMAN 632-5373 1 OF 8 Q p '•.J f y . Go ess.: LEGAL DESCRIPTION: DRAWN BY: O y. CE -7 3 . .� A COLDENVIEW HEIGHTS S/D; LOT 8D J.LM. �. P. TYPE OF WORK: DATE: FOR PR WELL AND S SYSTEM 1 10/19/2006 OF BEDROOMS: 5 PER DAY (CPD): 750 RON RATE/S: 2.4 D APPLICATION RATE: 0.6 DRAINFIELD SO.FT.: 937.5 AINF MAXIMUM DEPTH: 5.5 FEET WIDTH: 5 FEET LENGTH: 190 FEET (2 O 95 FEET LONG) L1.OA. APPROVED SAND FILTER: 2 FEET EFFECTIVE: 0.5 FEET REDUCTION FACTOR: N/A ACTUAL SO.FT.: 950 111, ua. 1 n r 11 SVLG111GATIDN THATOPTION 1 // TOE OBTAIN AE RTAINS COPY O THESLE TERN CONTACT CEG BY PROCEEDING FORWARD 10' UTILITY EASEMENT ALTERNATE EED SITE. R WASTEWATER / / Irl ADVAN / WITH THIS INSTALLATION. THE ENGINEER, / WELL DRILLER. CONTRACTOR AND / PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND / CONDITIONS OUTLINED, 1 DO' WELL RADIUS T % _ TREATMENT SYSTEM NCRITERIA 2 LATERALS O 90 FEET LONG EACH 30 GALLON PER MINUTE PUMP 15 GALLONS PER MINUTE PER LATERAL 3/16 INCH DIA. HOLES . 0.93 CPM/HOLE 32 HOLES TOTAL / 16 HOLES PER LATERAL HOLES SPACED 5.6 FEET ON CENTER y.. PROPOSED 5 BEDROOM HOUSE )SED 2000 CALLON S.T.E.P. TANK 'OSED DRAINFlELDS. SEE DESIGN CRITERIA. (SEE DETAIL DRAWING, PAGE 3 OF B) E. THE PROPOSED WELL LOCATION, D 100 FOOT WELL RADIUS. AND THE WELL RADIUS FLAGGED/STAKED BY A GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS 6 GENERAL CONTRACTORS p m1 L noa I1oV, fln[ 101 • AMpO141G[ A[ Mso) • F.1o1S (r07w?T lfr • ru (907)1l: " • Rlmlr: w.—.. PREPARED FOR: PHONENUMBER: PACE NUMBER: ANNA & BEN SCHULMAN 632-5373 2 OF 8 LEGAL DESCRIPTION: DRAWN BY: GOLDENVIEW HEIGHTS S/D; LOT 8D J.L.M. ,TYPE OF WORK: PATE: DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM 10/19/2006 'p— MRK, J fr y A``G'ar essr .•• CE -7953 Pro OPTION #fl 5 FEET LON 0 FEET LONG UTE r--------------------------- --11.25" ---------- - SCH 40 PVC DISTRIBIfiON LINES V MONITORING TUBESEE PRESSURIZED UNE CRITERIA) r----------- - - - - - - - - - - - - - - - - -------------- -----------------J MONITORING TUBE rnwounlcCV uN I.KIILKIA' � 1.25' SCH 40 PVC FEED UNE FROM S.T.E.P. TANK 2 LATERALS O 90 FEET LONG EACH 30 GALLON PER MINUTE PUMP 15 GALLONS PER MINUTE PER LATERAL 3/16 INCH DIA. HOLES - 0.93 GPM/HOLE 32 HOLES TOTAL / 16 HOLES PER LATERAL HOLES SPACED 5.6 FEET ON CENTER 4' MONTIORING TUBE 1.25' SCH 40 PVC NAL GRADE 4' MONOORMG TUBE DISTRIBUTION UNES RICINAL GRADE (SEE PRESSURIZED NAL GRADE UNE CRITERIA) r-0AL RICINGRADE � FILTER FABRIC 1.25' SCH 40 PVL�'.!+••+'$Y"<o.�yr—•11�._IIL WIDE DISTRIBUTION UNES (SEE PRESSURIZED UNE CRITERIA) WIDE--+-10- GARNESS ENGINEERING GROUP, Ltd. p,H�� CONSULTANTS 6 GENERAL CONTRACTOR!.... O 3MI L noa .on wrt 101 • rco..ar. M ww> . p ' ....... AQI[ 1W>k1>-.IT • I•Y (Pp>J1L-]!M • R89![: w.p^r'9wrw>.�. PREPARED FOR: PHONE NUMBER: PACE NUMBER: .•. . ..................... ANNA & BEN SCHULMAN 632-5373 3 OF 8 Q t A. orness.: LEGAL DESCRIPTION: DRAWN Br: O°o CE -7953 •`G GOLDENVIEW HEIGHTS S/D; LOT 8D J.L.M.{pl2�j/nLco� TYPE OF WORK: DATE- 4400ofli0660 DETAIL OF PROPOSED SEPTIC SYSTEM 10/19/2006 Ian,. al n l LOT 7F; COLDENVIEW HEIGHT S/D OPTION #2 LOT 7F; COLDENVIEW LOT 7F; COLDENVIEW HEIGHT S/D HEIGHT S/D — — — — — — — — — — — ti — — — — — — — — — — — — — — — — — — — — — — — — — — — -SEPTIC ARS�D / LOT 8A: GOLDENVIEW HEIGHT S/D ' 100• WF1L R.MK i \ \ CSEPTIC \ ARE!D \ LOT 88; GOLDENVIEW II HEIGHT S/D PROPOSCD SEPTIC SYSTEM— SEE DESIGN. PACE 3 OF 87 A — — — — — — — — -- — — — — — — — — — — — — — — — CSEPTIC AR E�D i'--, / LOT BC; COLDENVIEW \ / HEIGHT S/D \ i_ 1ao• wru RAny� I \ I ALTERNATE SITE / —��---------/------- ---a-------- LOT 3, BLOCK 3; j PTARMIGAN ROOST S/D /SEPTI ARS ASEPTIC / �E / LOT B. BLOCK 3; PTARMIGAN ROOST S/D I I\ NW11/4. NE 1/4, SECTION 2, T11N, R3W / 1 / I 'I -PROPOSED WELL i I$ I I LOT 1; I\\SHANCRI-LA S/D I LOT 7. BLOCK 3: \ \ I_ 1ooI e•� 1 Lll— / PTARMIGAN ROOST S/O / I` \ LOT 6, BLOCK 3; \ PTARMIGAN ROOST S/D 4 Ate¢.... o �kr. • �...... S00� _MUF x GARNESS ENGINEERING GROUP, Ltd. o°'''--'4 T y CONSULTANTS 3 GENERAL CONTRACTOR' ...... ni c new row. sort �o� . iirice.c[, r ss�o� . weur 00n"7�ns . ru (" -ll . srsvm ....o...�.y.....y..,. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: • •.. .. .. .... ........ ANNA do BEN SCHULMAN 632-5373 4 OF 8 Q J r A. Drness; LEGAL DESCRIPTION: DRAWN BY: CE -795 GOLDENVIEW HEIGHTS S/D; LOT 8D J.L.M. �Dre fa�2� ^e 6° o TYPE OF WORK: DATE: %4 vprolessTon'& SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 10/19/2006 ��OD0000 NUMBER OF BEDROOMS: 5 GALLONS PER DAY (GPD): 750 PERCOLATION RATE/S: 2.4 PROPOSED APPLICATION RATE: 3.0 MINIMUM DRAINFIELD SO.FT.: 250 DRAINFIELD DESIGN: MAXIMUM DEPTH: 5.5 FEET WIDTH: 5 FEET LENGTH: 50 FEET M.O.A. APPROVED SAND FILTER: 2 FEET EFFECTIVE: 0.5 FEET REDUCTION FACTOR: N/A ACTUAL SOST.: 250 eur. raa, r w , rn, p LIdriV IIUN OPTION Z �/ LETTER THAT PERTAINS TG THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT CEG. BY PROCEEDING FORWARD / WITH THIS INSTALLATION, THE ENGINEER. / WELL DRILLER. CONTRACTOR AND / PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED, 100' WELL RADIUS 10' UTILITY EASEMENT ` ALTERNATE SITE / PROPOSED DRAINFIELD. SEE DESIGN CRM (SEE DETAIL DRAWING. PACE 8 OF 8) / / // �a V PROPOSED\ 5 BEDROOM HOUSE \ -PROPOSED 2000 GALLON CONCRETE TANK WITH OUANICS PUMP AND CONTROLS (SEED DETAIL DRAWINGS. PACE 6 & 7 OF 8) ROPOSED 1050 SGT AEROCELL TREATMENT UNIT (SEE DETAIL DRAWINGS. PACE 6 & 7 OF 8) NOTE: THE CONTRACTOR SHALL HAVE THE NORTH PROPERTY LINE, THE PROPOSED WELL LOCATION, THE PROPOSED 100 FOOT WELL RADIUS. AND THE NEGIHBORING WELL RADIUS FLAGGED/STAKED BY A GARNESS ENGINEERING GROUP, Ltd. :4 CONSULTANTS 3GENERAL CONTRACTORS p•••••••• •• •..... ••••••••• JAr L TA•!0 1101D. V= 101 • a4mmCL Mf OM.Or M9[ (00r).11)�IT rY po?) " • 0 . �w.p�•wywY�mn v PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 ANNA & BEN SCHULMAN 632-5373 5 OF 8 LEGAL DESCRIPTION: DRAWN BY: GOLDENVIEW HEIGHTS S/D; LOT 8D J.L.M. TYPE OF WORK: GATE: DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM 10/19/2006 JGar ess: rcE �Fo i� 00000pp 0-/: :E %TDO o Fa1h� �q�i4 o Q {O 5 t£ �•-3�1'i•ryz\ G �a W L = N .:r:ay tl". r, v� ngLL' O d'Z J2 W 00 0 di 00 K 4 O O W Q O Q ID } ♦`\\I.. O pz w ri t k'Gm O o O d OWO VEC v n�C• �Nn O }. W zor wiz 22 3e 12 V � I Y W Z V) ~ h N W� m �Wd.M l- JLJFW- Z N L�JCAI f, pri f-Oliy o i �"rc. d W� WJti Z� vQ �'t S' Q] 2S p' � J — V) QWYU o1oW LLJ v� I W =O—N �N F- W. W H d W< 0 Z Zoo ZI--to3 _ QLi _W p V) O w rk Q Ud V• 5 J + W Z ZQ Z O O J - U a d ` ��\\�\ \� � 11 � 11 i � i � i �1. / �� , / %�� S ' i (� / • • s 11 .. �., • �� i IIII��,__. _ `..� O.• • �i� _r i • .::.. . :..._ � � .. � .. .. :: � � LL � I' '� •. �• �� ' I � •• II_ •• 1 1 •• �. � ♦• I •� �� (� .. •� •� �: •• 1�1 •• �� •,` - �I�i •:� � III �� °� II .. �� ;• . . . `�� .. _ _ - :' - �: �: OPTION #2 0 FEET LAN r — MONRO .INC TUBE — — — — — — — — 4' CLEANOUT --J 'CLEANOUT 4' MONRORING TUBE S.C.A.T. AEROCELL TREATMENT SYSTEM k---5' WiDE--� GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS 6 GENERAL CONTRACTORS •••••••rCE<-79 ••L•�• .1101 L 1{D0R OON1. 11A[ 101. XCHOWL W 0090) • Rql[ (907) 1-01)f • W (Y01).1L�tM PREPARED FOR: PHONE NUMBER: PACE NUMBER: ••••••• ANNA & BEN SCHULMAN 632-5373 8 OF 8 OOP .� eLEGAL DESCRIPTION: DRAWN BY: Q '•. `F GOLDENVIEW HEIGHTS S/D: LOT 8D J.L.M. Op�e _ ' T,��2v. 06''«ao, TYPE OF WORK: DETAIL OF PROPOSED SEPTIC SYSTEM 1 (K". of=( pGDilra DATE i arrc run Dt7IH O► WATER awn wu` s -o -0a lab g- t:4a SOILS LOG - PERCOLATION TEST 11/4* OF •�� TEST }l0 u4s PANNONE ENGINEERING SERVICES+��P r M P.O. BOX 102954 11 t• i TM•�j \ ANCHORAGE,AK995t0 t• zos 1907) 2728218 1 t a• - 0 Steven R. Pannone t . �� No. CE 8149 PERFORMED FOR Anna & Den Schulman• DATE PERFORMED: 4.9-05 ♦ "�� 14' �1��• LEGAL DES N: Let aD Golden Vtem llts aa�a��•' HOLE 1 t` SLOPE ortanlp 1 OR 2 ancon But 4ly S CP 6 Poorly graded Crawl W/Lrtte fines - sandy T 8' HSA a 9 l0 li 12 CM Cray silty CRAVEL.Cap traded. I* USA 17 WAS GROUND WATER SLOPE 14 ENCOUNTERED? NO Hatt IS 1F YES, AT WHAT TEST HOLE 16 DEPTH) -NIA- 17 DEPTH WATER AFTER RI MONITORING? -DRV- la DATE: 4.16-05 19 20 WPITeti AT /17 10 ! Zoo 6 t PEROLATION RATE 2.4 !coin/Inehl PERC )IOLE DIAMETER 6lnehes TEST RUN DEWTWEEN S FT AND 6 FT 0 COMMENTS: Test hole excavated by Owner. Test Hole was Presoaked Wore pare test PERFORMED BY: Steven R. Pannone P.E. I CER71FY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE 'T. OF THIS TEST. U pGDilra DATE i arrc run Dt7IH O► WATER awn wu` s -o -0a lab g- t:4a to 11/4* 4114, TEST }l0 u4s r M 10 11 t• 41 4• \ t• zos 8D 1 t a• 4 t s• t` pGDilra DATE OROS! TIME R[T TIME Dt7IH O► WATER per DRO' s -o -0a lab g- t:4a to 11/4* 4114, u4s r M 10 11 t• 41 4• ts6 t• zos to 1 t a• 4 t s• SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272.8218 PERFORMED FOR Anne h Den Schulman DATE PERFORMED: 4.9-05 w .c•c•� .rte $.a21 ort w neT TMC arra .w..1 RET CROP a -a -w 3:15 �w CI \ 3 10 11/4- a1 4•_" r 235 to SLOPE TEST HOtS MOM OA7T CROSS ME neT TMC OEM of WATER RET CROP a -a -w 3:15 — r 315 10 11/4- a1 4•_" r 235 to 11/4- a 1/r 395 — a• .� to t t <• a t a• PEROLITION RATE TEST RUN 13EVTMTEN 5 FT AND 6 FT CONIMENTS: Test hole excavated by Owner. Test Hole was presoaked before "rc test 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: SWO50093 Date Issued: Apr 20, 2005 Expiration Date: Apr 20, 2006 Parcel ID: 020-042-94 Legal Description: GOLDEN VIEW HEIGHTS SUBDIVISION LOT 8D Design Engineer: 0062 Pannone Engineering Services Owner Name: ANNA & BEN SCHULMAN Owner Address: 15950 FAR VIEW PLACE ANCHORAGE. AK 99507 - Site Address: 15950 FAR VIEW PLACE Lot Size: 49217 SO. FT. Total Bedrooms: 6 Permit Bedrooms: 6 This permit is for the construction of: ❑,7 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. 5. The following special provisions. 4/25/05 -REDESIGN SUBMITTED AND APPROVED FOR A 6 BEDROOM. THE PROPOSED TRENCH NEEDS TO BE TWO TIMES THE DEPTH OF GRAVEL BELOW THE LEVEL OF THE HORIZONTAL PERF PIPE OR TEN FEET, WHICHEVER IS GREATER. Received By. Date: Issued By I I (I Date: \ Municipality of Anchorage • .� Development Services Department e Building Safety Division -•. ... �"�: On -Site Water and Wastewater Program ' 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 020.042.94 Permit Number SW Property owner(s) Anna & Ben Schulman Day phone 632.5373 �MCang address (1)1850 Congress Circle. #2 AJn gc1�Uq tLa""'_ address (2U�� Fn2Vial AA4F_ Zip Code 99507 Legal description (Lot, Block & Sub'd.) _Lot 8D Golden View Heights SID Legal description (Section, Township & Range) 15900 Far View Place Lot Size 49.217 Acres/Sq.Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ® 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. (signature of property owner or authorized agent) Permit Fees: jt0 + 1-45.60 Waiver Fees: Date of Payment: _ 4Ilq 105 Date of Payment: Receipt Number: inlo3(n2 /i� (Rev. 12/00) T , — Receipt Number: Pannone Engineering Services, LLC Consulting Engineers f9O7) 272-8218 Apri122, 2005 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 81) Golden View Hts S/D Well and Septic System Permit Request Ladies and Gentlemen: P.O. Box 102954 ge, Alaska, 99510 I am writing to request a permit to construct new well and septic system be issued for this property. The proposed systems will serve a proposed four-bedroom house. The house will sit on Lot 8D along with the well and the septic. The proposed well will be constructed in the northeastern corner of lot 8D. 1. Soils. See the attached soils log. Ground water was monitored for seven days. No ground water was encountered or measured in the monitor at the end of the monitoring period. Bedrock was not encountered in the test hole. It is my opinion that the overall soils appearance of the soils, an application rate of 0.8 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: L Total depth: g. Effective Depth: h. Width: i. Reduction Factor: j. Minimum Length: k. Design Length: 1. Effective Absorption Area: m. Septic Tank Size: Cont'd on page 2 C:\Work\Letters\8D Goldenview Hts.001.doc 2.4 Min Per Inch 0.8 gpdpsf 6 900 gallons per day 1125 sf 8.0 feet 5.0 feet 2-3 feet 0.0 112.5 feet 113 feet 1130 sf 2000 gallon Septic Tank. Page 2 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 five to ten percent in the area of the SAS. S. Future Upgrade Area: I am proposing that both the primary and reserve fields be installed at this time. A new 2000 gallon septic tank will be installed outside the 100 - foot well radius. I have shown the proposed location on the site plan. 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 well location or of the proposed septic location. If you have any questions or concerns, please contact me at 227-3522 or 272-8218. Sincerely, Steven R. annone, P.E. Civil Engineer R. Attachments: Essia C:\WORK\LETTERS\8D GOLDENVIEW HTS.001.DOC PERMIT NO:SW05 DESIGN DRAWING P.I.D. NO: 020-042-94 WASTEWATER DISPOSAL SYSTEM Lot 8D Goldenview Heights S/D / / / \ EXISTG/ SEPTIC AREA) / \ / \ I EJ(ISTO 1 I WELL I � I 1 ----i'----1 — — 35 __ ----' '---------------- ' Q PROPOSED / U. / PROPOSED RESERVE FIELD _ _ _ _ — — — — ----2EADTTEDx�'i.7LF W,�T — m UNDEVELOPED. 0 \ NO WELL60RSE X40% � 51, WAN 2060E PRO SED PROPOSED PRIMARY FIELD 81 \ 17 .0 NEW SYSTEMS. 2 EADTS 5' EDv75LFKl1Y, LeiIn 838 L NO WeLLS OR SEPTICS00' I 71' r / WAN 2OF PROPOSED 0. NEW SYSTEMS. n n 1 i 11 t TH1 \ q Q ; x--10%-JCL NOTES: 1) All work shall be performed In accordance with AMC15.65. 2) Materials used Shan be In accordance with those specified In AMC15.65, Wastewater Disposal. 3) Maintain 1(r separation to all lot lines. 4) 'tt ? A n rw '. VALVE SEPTIC TANK PROPOSED SR HOUSE __ pSTG ----------- SEPTIC — — — — — — — — — — AREA EXISTG ren R. Pannone No. CE 81 9 'AWN Anna 6 Ben Schulman 1850 Congress ;�«� .••'�� Anchorage, AK 99507 No.2 .�•••••••••',_�o\._�� 632-5373 5-15 EO'D AREA: 1128 EEP TRENCH 'EFF -T DEPTH, 1' 130 SF;OTAL 000 GAL. SEPTIC 148 SFBR I I 'I I LFI X 8' T.D. PANNONE ENG. SVC, LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P, 272-8218 Fax 4TE: 4-16-05 PLAN / / EXISTG ren R. Pannone No. CE 81 9 'AWN Anna 6 Ben Schulman 1850 Congress ;�«� .••'�� Anchorage, AK 99507 No.2 .�•••••••••',_�o\._�� 632-5373 5-15 EO'D AREA: 1128 EEP TRENCH 'EFF -T DEPTH, 1' 130 SF;OTAL 000 GAL. SEPTIC 148 SFBR I I 'I I LFI X 8' T.D. PANNONE ENG. SVC, LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P, 272-8218 Fax 4TE: 4-16-05 PLAN PERMIT NO:SW05 DESIGN DRAWING DETAILS WASTEWATER ABSORPTION SYSTEM Lot 8D Goldenview Heights SID 0 0 mm NOTES: 1) ALL WORK SHALL BE PERFORMEDe�nr "l 3eao> IN ACCORDANCE WITH, AND ALL MATERIALS SHALL CONFORM T0, AMC15.65. 2) MAINTAIN 30' SEPARATION FROM ALL SLOPES GREATER THAN 25%. 0 Pannone i Anna b Ben Schulman '72— a 1850 Congress Circle. No. 2 "•'t�� Anchorage. AK 99507 • _•��Y_�� 632-5373 W3M 39ra w y110 1110 NfJ' 313fK P.I.D. NO: 020-042.94 R r- ao r11p 11 V3 NOi1�A1M1 W J LL I� Pannone Eng. Svc., LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 272-8218 PHONE & FAX ATE:— -1 K- I DETAILS SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 PERFORMED FOR: Anna & Ben Schulman DATE PERFORMED: 4.9-05 LEGAL DESCRIPTION: Lot 8D Golden View lits TEST HOLE I SLOPE I _ � Organics 1 7 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Brown sat Poorly graded Gravel W/little fines - san( 8' MSA Gray Baty GRAVEL -Gap graded, V MSA '....ftH 9O Steven R. Ponnone ;� !n1_ No. CE 8149 WAS GROUND WATER ENCOUNTERED? NO IF YES, AT WHAT DEPTH? -NIA- Pg' TO WATER AFTER MONITORING? -DRY- DATE: 4-16-05 SLOPE TEST HOLE READING DATE GROSS TIME NET TIME DEPTH OF WATER NET DROP 4-9-00 1:35 S. 1.45 10 1 1/4- / 4- 41/4- 1:45 1:45 a. 1:55 10 1 11/4- 41 4- 1:55 a. 205 10 11 4- PEROLATION RATE 2.4 (min/inch) PER TEST RUN BEWTWEEN 5 FT AND 6 FT 'COMMENTS: Test hole excavated by Owner. Test Hole was presoaked before pert test SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 PERFORMED FOR: Anna & Ben Schulman DATE PERFORMED: 4-9-05 LEGAL DESCRIPTION: Lot 8D Golden View lits TEST HOLE 2 OrganicsSLOPE AR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 IS 16 17 18 19 20 ML Brown milt GM I Silty Gravel GP IPoorly graded Gravel w/tittle Fines - som 8' MSA WAS GROUND WATER ENCOUNTERED? NO BOH TF YES. AT WHAT DEPTH? -N/A- DEPTH TO WATER AFTER MONITORING? -DRY- DATE: 4.16-05 5WPE TEST HOLE READING DATE GROSS TIME NET TIME DEPTH OP I WATER NET DROP 4-9-05 215 g• 225 10 11/4- 41 4- 225 6. 2:W 10 11/4- 4/ 4- 2:3 S 6. 215 10 11/4- 4 1 4- PEROLATION RATE 2.4 (min/inch] PEF TEST RUN BEWTWEEN 5 FT AND 6 FT [COMMENTS: Test hole excavated by Owner. Test Hole was presoaked before perc test