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HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 8H LT 20ARabbl*t Creek View Heights Block 8H Lot 20A #020-571-45 Municipality of Anchorage Development Services Department U* _ Building Safety Division On-Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 4 www.cl.anchorage.sk.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SW060100 w. PID Number. 020.571.45 rnoe.e Wastewater System: C1New ® Upgrade Anch AK 99516 ABSORPTION FIELD Nw4w or asmodne O Deva Tmnch 0 Sh.iw. Trends O aw O Ma"d O o9w LEGAL DESCRIPTION Sod"""0 TOWDepnthandgmwW W OWL Lot6•teaNewt' DeGth bP'Pe Edto hast 6H 20A Rabbit Crook Heights ��h"'�"h"a Ft 1.S T--ry "« Ft. 1.S Ft ps SKtan. ii added move arfprW ewe. ; L-Vft 1'5-2'0 Ft. 60/30/30 Ft. Well: ❑ New ❑ Upgrade D..et.we MM*Worv.r D.W« b.e,.w .,.e cwW�m (rt,.".. A, B. crTar Dtroth. c.eed to. Tar 5 Ft. 3 10' min Ft n Exist' Private sbsorp° " P"Meet Dn1 o«. Dn1kd Ft. soot wn« tw" Ft n, ,a . 769 F' 3034 PVC Dns Inn" Ft A+ Home Services 71712006 au S np " ". Dewp He'artl AEore DraM GPM Ft. Ft TANK SEPARATION DISTANCES To Septic Absorption LM Holding ublWP&,te ® Septic ❑ Holding ❑ S.T.E.P. _ ❑Other. FromTank Field Station Tank sower t.xte Anch Tank tw w y 1250u WON 106.1 100.2 95 _ Steel N� rock"',, M,, S.f« vv"« 100+ 100+ LIFT STATION 2 �« �» 20.9 16.7• M«,,.W�« or Fanddgrt 13 22 -wro «r tz «. •P«rtp dEwZ 50+ 50+ tiIn~Dren �odMv Make a Mawdrtrre vedarmed M Ft r 1 fieldand tank covered with 2' rigid Insulation. 2 Flows litter BENCH MARK Installed for evenly load each field. 3) Eastern field broken u due P Sauna Front Porch to grade and obsticle. 4) Additional test hole performed to verify a".nw ew«an soils. " 100.0 Ft Inspections performed by: PANNONE ENG. SVC LLC Dates: 1" 7/6/2006 '• Engineers Stamp 2nd 717/2006 ���.vt,ratri• '• Development Services Department Approval : �•.•' �7 Conditional ApprovalDate: �; agt� ::�.00 /\ .....t .. ........ / -mac` 0 Leven• R. Pon rer ��NF Reviewed and approved by: Date: O—1 tan. oval 1`40. CE 81 9� �•� ' Q(j •'+ . •••••SES `., ��. PERMIT NO: SWO601Do RECORD DRAWING P.I.D. NO: 020-57145 WASTEWATER DISPOSAL SYSTEM LOT 20A BLOCK 8H RABBIT CREEK HTS SID EXISTG / / EXIS 'G SEPTIC SEPT AREA / / / AR ; EXIST'G DRAIN FIELD / // / \\ 1 TO BE REUSED / EXIsrG SEPTIC / / 60.02 '8 \ �, AREA / / SICU K \\ EXISTG WELL NEW 9 20.9 0�\\ 0. \,��T 2 \ S TANK T2 \` /c5 7.9 �� I �j^ \� T7 ��FS1 S2 101.0 \C1 \ M \\\ TH NFC -"A EXIST'G 3 BR HOUSE AREA UNDEVE NO WELLS OR. W/IN 100 FEET. RATE: 0.6 GPDSF )OMS: 3 REQUIRED: 750 SF TRENCH: 1.5'ED 120 LVx 5' Wx 1.57;D.'3' TD 1250g 0 SF R. Pannone 106. 16.7 20 • 1 S JIPGRADED, 3 Each J EXIST'G 0LLFF5Wx1.5' ED 3' TD 30WELL x5Wx1.5'ED, 3'TD 0 MPI �X''/ ,( O AREA UNDEV PEC V� NO WELLS OR SEPTI( WnN'106FEE7t. T2) 4) Lots served by private water rk shall be performed In systems. No wells within 100' of nce with AMC15.65. proposed system. ials used shall be In 5) Install a new 12508 Septic nce with those specified in Tank outside the dedicated 65,WastewaterDisposal. Easement is� 3) Maintain 10'separation to all lot 6) Installed Flow Splitters (FS) lines and water Tines, unless noted between fields to evenly load each Leonard Grijalva 8037 Robert Drive Anchorage, AK 99516 269.7164 SAUNA CO A B C FC 15.1 34.4 Ti 18.1 42.9 T2 21.3 50.6 DC 22.5 54.2 DV a FSt 25.5 36.1 Ct / 25.4 37.7 \ Mt 23.2 35.4 C2 69.9 52.1 M2 69.4 52.1 FS2 42.0 45.0 03 42.6 45.1 S 04 66.7 57.0 M4 66.6 57.6 CS 64.0 59.1 06 61.1 75.5 M5 63.2 76.6 7) Exisrg Wells location established using Topcon GTS10 Total Station. e) Maintained 10' min between all fields. PANNONE ENG. SVC, LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 272-8218 P. 272-8211 Fax PLAN PERMIT NO: s me RECORD DRAWING DETAILS roNO: o m« WASTEWATER DISPOSAL72EM LOT 20ABLOCK m RABBIT CREEK +ss . 'its ■, # \ � � /I _V $E\ OF ��■ \ # a ,. .�,. —_. ! / PREPARED F '.Steven R. Z : & �moERE A c LLC -__cw 'Ea�x,o2,g # ®�o_ ■ # _,«e A2omGEALASAa, 5S; 269-7164 227-3522 8227-8 eF DATE: oa | --- - I DETAILS § § ® 22 � k\ ! ( k � w � | ] § _ F- \ | Cf) . 4 \ \ | /{ ! | !� � 2 $E\ OF ��■ \ # a ,. .�,. —_. ! / PREPARED F '.Steven R. Z : & �moERE A c LLC -__cw 'Ea�x,o2,g # ®�o_ ■ # _,«e A2omGEALASAa, 5S; 269-7164 227-3522 8227-8 eF DATE: oa | --- - I DETAILS 3 SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907)272-8218 PERFORMED FOR: Leonard Grijalva DATE PERFORMED: 6-16-06 LEGAL DESCRIPTION: LOT 20A Block 8H Rabbit Creek Hts SID TFCT WA, e e 1 2 3 4 S 8 7 8 9 10 11 12 13 14 . 15 - 16 17 - 18 - 19 - 20 - Top Sol 3R ML Brown Sift SMII Slty Gravel GM BOH COMMENTS: SLOPE TEST HOLE LO 49 IN SteveARannone .F•/Fi WAS GROUND WATER ENCOUNTERED? Yes IF YES. AT WHAT DEPTH? 8.0' DEPTH TO WATER AFTER MONITORING?7.5 DATE: 6-23-06 TH2 READING CLOCK TIME NET TIMENETDROP 1 14:11 � 0.62 14:21 10 MIN P4,ADING 0.253 14x1 �4 14:31 10 MIN 0.25 5 14:31 -- 0.6 6 14:41 10 MIN 1.56 i 011' PEROLATION RATE 3.5 /minMchl PE TEST RUN BETWEEN 2 FT AND 3 FT MUNICIPALITY OF ANCHORAGE n'� Development Services Department On -Site Water 8 Wastewater Program iu vy 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650\ �C (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: May 19, 2006 Expiration Date: May 19, 2007 Permit Number: SWO60100 Parcel ID: 020-57145 Legal Description: RABBIT CREEK HEIGHTS BLOCK 8H LOT 20A Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 8037 ROBERT DRIVE Owner Name: LEONARD GRIJALVA Lot Size: 22449 SO. FT. Owner Address: 8037 ROBERT DRIVE Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99516 - This permit is for the construction of: 0 Disposal Field 0 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 B Date: ©oo's7T5 Issued By. Date: _44L_ . \ 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. 020.571.45 Property owner(s)_Leonard Grilaiva Day phone 269-7164 Mailing address8037 Robert Drive, Anch AK Zip Code 99516 Site address 8037 Robert Drive Zip Code 99516 Legal description (Sub'd., Block & Lot) _Lot 20A. Block 8H Rabbit Creek Heights Legal description (Township, Range & Section) Lot Size_22,449 Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR (® all that apply): THIS APPLICATION IS AN: Absorption Field ® Initial ❑ Septic Tank ® Upgrade Holding Tank ❑ Renewal ❑ Privy ❑ Private Well ❑ Water Storage ❑ 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 Engineering Services, LLC (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: Pannone Engineering Services, LLC Consulting Engineers (907) 272-8218 May 15, 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 20A, Block 8H Rabbit Creek Heights S/D Septic System Upgrade Permit Request Ladies and Gentlemen: P.O. Box 102954 ge, Alaska, 99510 I am writing to request a permit to construct an upgraded septic system be issued for this property. The proposed systems will serve an existing three-bedroom house. The existing drain field, installed in 1983, is nearing failure. A diverter valve will be installed between the two fields. The existing 1250 -gallon septic tank will be replaced with a new 1250 -gallon septic tank. The lot is served by a private water system. 1. Soils. See the attached soils log. Ground water was monitored through May 14, 2006. Ground water was measured in the monitor tube at a depth of seven point two (7.2) feet below ground surface. Bedrock was not encountered in the test hole. It is my opinion that the overall soils appearance of the soils, an application rate of 0.6 gallons/day/square feet should be used using standard treatment system. 2. Trench Design. a. Percolation Rate: 16-30 Min Per Inch b. Application Rate: 0.6 gpdpsf c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Min. Absorption Area: 750 sf L Total depth: 3.0 feet g. Effective Depth: 1.5 feet h. Width: 5 feet i. Reduction Factor: 0.78 j. Minimum Length: 117 feet k. Design Length: 120 feet 1. Effective Absorption Area: 600 sf m. Septic Tank Size: 1250 gallon Cont'd on page 2 C:\Work\Letters\20A-8H Rabbit Crk Hts.001.doc 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 5 to 10 percent in the area of the proposed upgrade SAS. 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. If you have any questions or concerns, please contact me at 227-3522 or 272-8218. Sincerely, Steven R. Pannone, P.E. Civil Engineer Attachments: Q\WORK\LE77ERS\20A-8H RABBIT CRK HTS.00LDOC 4 9 T" � ••• : s} mn .. ................I... ................... M.Steven R. Ponnone: No. CE 8149 •�1 �a-rrcr �h�L��. PERMIT NO:SW05 DESIGN DRAWING P.I.D. NO: 020-57145 EXISTG EXISTG I SEPTIC AREA --� TO EXISTG 1250g SEPTIC TANK REMOVE PROPOSED 12508 SEPTIC TANK WASTEWATER DISPOSAL SYSTEM LOT 20A BLOCK 8H RABBIT CREEK HTS SID, PXIST'G SEPTIC / RAIN FIELD / / AREA J 3E REUSED INSTALL B. DIVERTER 10.0 25.6/ \\ �� 1 19 \ EXISTG CUT 13 A K —�` WELL I \ 60. T. 101.7 , 1 EXISTG 3 BR HOUSE 0% 100. 12.9 AREA UNDEVELOPED 1 01• , ` PROPOSED SAS UPGRADE / NO WELLS E SEPTICS \ 5 -WIDE TRENCHES 2 EACH W/IN 100 FEET. �j_ 1 1 `J vv X60 LFx5'Wx1.5'ED,37D EXISTG WELL 1 QD 'AREA UNDEVELOPED NO WELLS OR SEPTICS W/IN 100 FEET. /s DESIGN CALCULATIONS: NOTES: 4) Lots served by private water PERCOLATION RATE: 16.30 MPI 1) All work shall be performed In systems. No wells within 1 00'of APP'N RATE: 0.6 GPDSF ♦♦.♦P'(E, . 1�. 2) accordance used Mwith aterials used be In proposed system. BEDROOMS: 3 5) Install a new 12508 Septic Tank AREA REQUIRED: 750 SF accordance with those spedfled In outside the dedicated Easement. 5 -WIDE TRENCH: 1.5- ED C•' AMCII 5.65. Wastewater Disposal. R.F.=0.78 i 'a :' 49 TH %- t? 3) Maintain 10' separation to all lot 120 LFx 5' Wx 1.5TD, T TO P.....r... ,,,,,,;s,,,,, lines and water lines, unless noted TOTAL AREA: 600 SF i otherwise. 1250 SEPTIC TANK PREPARED FOR: FANNONE ENG. SVC, LLC .Steven R. Pannone , � Leonard rdjatvaP. O. BOX 102954 � E 914 • � ♦ 8037 Robert Drive •.� ,.•. ANCHORAGE, ALASKA 99510 �D ♦ Anchorage, AK 99516 44�',,, ;' ♦♦♦ 269-7164 DATE:227-3522P. 2 2-8218 Fax SCALE: 1•=40' PLAN PERMIT NO:SW05 DESIGN DRAWING DETAILS P.I.D. NO: 020-57145 WASTEWATER DISPOSAL SYSTEM LOT 20A BLOCK 8H RABBIT CREEK HTS SID, 3AWAN31N3N0 00 NV31031BA00 Jn0 NV= U �LZ 100 NV310 N W Q 100 NY= "IVaNn0! PANNONE ENG. SVC, LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P. 272-8218 Fax DATE: 5-15-06 DETAILS SCALE: NTS ;.• TH 1•• 1110'NV3n - ;.. ............. ..... :Steen R. Pannone •••• 1 C,�• -Z PREPARED FOR: Leonard Leonard Grijalva ; �j CE 8149 (� i 8037 Robert Drive x7oirk••''•�.i '({ 269-7164 N0V31Y ay t3'En v� rl 3enl tlOLN0W i. :o 0 W Lp r b , r.• 1n A o g i;' i VZ b LUn5 IY 'r'ao •%t'•. W Z 3 a w ON3 N0V31V R u1 3e111110LNOW in(Myno O 33 § r� 4� 3AWAN31N3N0 00 NV31031BA00 Jn0 NV= U �LZ 100 NV310 N W Q 100 NY= "IVaNn0! PANNONE ENG. SVC, LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P. 272-8218 Fax DATE: 5-15-06 DETAILS SCALE: NTS ;.• TH 1•• ;;� - ;.. ............. ..... :Steen R. Pannone •••• 1 C,�• -Z PREPARED FOR: Leonard Leonard Grijalva ; �j CE 8149 (� i 8037 Robert Drive x7oirk••''•�.i Anchorage, AK 99516 269-7164 3AWAN31N3N0 00 NV31031BA00 Jn0 NV= U �LZ 100 NV310 N W Q 100 NY= "IVaNn0! PANNONE ENG. SVC, LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P. 272-8218 Fax DATE: 5-15-06 DETAILS SCALE: NTS SOILS LOG - PERCOLATION TEST . Q ( .......... ..... �� PANNONE ENGINEERING SERVICES : '��#� P.O. BOX 102954 TH 1}�I ANCHORAGE, AK 99510 M ...... (907) 272-8218 .... .......... i • Steven R. annone E 8149 •' �� PERFORMED FOR: Leonard GdJalva DATE PERFORMED: 10.29-05 ���-C�' �... �`%..•',��� LEGAL DESCRIPTION: LOT 20A, Block 6H Rabbit Creek Hts S/D •, o �.�.� TEST HOLE 1 SLOPE / SITE PLAN OR TOPSOIL 1 ML Brown SILT / 2 0 4- 5 3 TEST HOLE , 8 GIN SITryGRAVEL — — — - — - , TH1 ML W/ Sift marbling 7 �% 3 20 e 0% , .� 11 12 13 WAS GROUNDWATER SLOPE 14 ENCOUNTERED? N 15 IF YES, AT WHAT TH1 18 BOH DEPTH? -N t7 DEPTH TO WATER AFTER MONITORING? -7.2 13 DATE: 5-14-06 19 CLOCK WATER 20 TIME PEROLATION RATE 26.7 (minAnch) PERC HOLE DIAMETER 6Inches TEST RUN BETWEEN 4 FT AND 5 FT COMMENTS: Test hole excavated by Beeks Contracting Test Hole was presoaked before perc test PERFORMED BY: Steven R. Pannone P. E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. READING DATE NET TIME LEVEL READING NET DROP 1 lavas 3:77 133' p 2 7:07 30 MIN 317 1113' 7 707 � 11? p 1 7:77 70 MIN 3 S/3' 1113' S 7:77 I tle' p 3 307 70 MIN S1? 1113' MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ` ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ONSITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT N E {(n ��. rI J- PHONE NEW /Uq ecs ❑UPGRADE �yy� MAILIN DD SS 91 LEGAL DESCRIPTIO N L o7 - 0, LOCATION NO. OF BEDROOMS O Y DISTANCE T0: Well �,�.y� �Q01 +=�- Absorption erey� .( Owelling ( S P NO. QQ7� W Q Manufactury/� Mater' I No. of mpartments so Liq, cit 'n 1Ions IF HOMEMADE: Fn,,,de length Width--_._- Li ui q ddePN d Y J02 DISTANCE TO: Well ng PERMIT NO. _-Z� Manufacturer Material Liquid capacity in gallons D W X W DISTANCE TO: Well ,OO Fou ndation/� Neares to hn, PE I NQ.O o0 No. of lines Len h of e c ine{� j Z Z h K Total len Rf des Tren w th Distance � en lines m r. Top or We to finishgryJe ✓ {nChes Material beneath file Total eff iiyga�sorp[ion area o O inches s� w Length Width Depth PERMIT NO. Q t- W S LUW Type of crib Crib diameter Crib depth Total of fectiva absorption area DISTANCE TO: Well Building foundation Nearest lot line J J Class Depth Driller Distance to lot line PERMIT NO. W DISTANCE TO: Building foundation Sewer line Septic tank Absorption area (s) OTHER PIPE MATERIALS Ot TESSTRRAITING INS ALLER L—/ rjt:9z:h�/ REMA KS j > s y Ilk .1 if G 11., 111 111 d APPROVED jr DATE LEGAL? f-_ 72-01J 31781 ev. / 1 MIDI I I C IAL I TY OF A��ICHG�RAGE — :.!. DEPARTMENT 'HEALTH AND ENVIRONMENTAL' 'OTECTION 825 'L' STP.EET, ANCHORAGE, AK. 99501 264-4720 WELL .ArJd* QrJ—SITE SEWER F}ERM T y.bv PERMIT NO. C 830075 > APPLICANT LLONARD1P..yGRIJALVA JR 9534 CANTON LOOP 99502 344-6535 LOCATION - LEGAL"' F''AEBIT CREEK HTS L20 E8 LOT SIZE 999999 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING (SQ FT/BR)= 215 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: dEFlTH= S LErJCaTH= PI S THE LENGTH DIMENSION IS THE LENGTH CIN FEET) OF THE T-RENCH OR DR.AINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND A14D THE BOTTOM OF THE EXCAVATION (IF! FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION CIN FEET). REG,U I REd - SEF='T I C TArJFC S I ZE= 1C2+El0 GALLOFJS PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. --- TL4C-1 C 2 ] I hFSF}ECT I OrJS ARE REIII U I REO --- BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER, LINE IS 25 FEET AND TO A COMMUNITY SEWER LINE IS 75 FEET. WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. F3ERM I T E}{F' I RES dEC:-,Er'iED: EE: R 31.E 1. Sp S3: I CERTIFY THAT 1: I AM FAMILIAR, WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: I UNDERSTAND THAT THE OM -SITE SEWER, SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 3 BEDROOMS. SIGNED GRIJALVA JR ISSUED By- __�RTE_ V4.0 n r ' SOILS LOG MUNICIPALITY OF ANCHORAGE \ DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: it I f_ i< ice. A11so" DATE PERFORMED:. I ' I cJ • 83 LEGAL DESCRIPTION: tiARRIT r-tfFK NEIGLITS 'S/r) R S L. Z1J 1-73=71 SLOPE SITE PLAN 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 $Au0V w1 rt+ oCc.PVC tokiAL. GP nvL-L EENN OMEN ■■ME MORE ■E��E ■■WAN ■EIS■ MMIMM MMIME MEMO MKINE animal WAS GROUND WATER YDS L ENCOUNTERED? O r, P-0 UslD to kTER - P IF YES, AT WHAT E DEPTH? I Z Reading Date Gross Time Net Time M N Depth to Water F T Net Drop K.T /.6/ •3 Z c r f /, 04 J'f 3 -: / r S 1.1 . /. o o .0 r /. ZK : �I•I.0 2: 7 'oma I. .13 H O 71 /.3Y 4/7 7 PERCOLATION RATE ZI (minutes/inch) TEST RUN BETWEEN a. /L FT AND 3 t/z' FT PERFORMED BY: NAr rAP I_ f k 1t.o r m _ CERTIFIED 72-008 (6/79) DATE: W. L LOG b -i D IS CK r7 RAS cRP�K N;S�7s SSB Date Drilled: 6-29-83 �• Static Slater Level Arteston feet Callons Per Minute 10 Drax Down N/A feet Tyre Material Drilled: 0 feet to 35 Gravel/sand 19 port to 50 C1av/rnrke 4n to 55 Wafer (1 GPM) 55 V", to 57 Rnnl.inr� 57 Fort to .60 Glnv/rocks Fn Fro. Total Feet of Casing 100 to 90 Gravel/sandv clav (11KGrM) Rn Feet to 100 Gravel rorferated casing at 55 to 70 feet. Hefty Drilling S.R.A. Box 1553 H Anchorage, Alaska 99507 Lm -,I -q r' 423omS MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH t. 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(�,<�.«�.t ck-ckj `t G Legal Description /OT AO 134K (p Soils Rating Date Sewer Installed "3 Well To Absorption Are Pnu� (�s1ec;; CRr�� ,Ur�lrs s�G, Street Location Well to Tank CJ A� Septic Tank Size 1 Type of Residence ,1 Single Family ❑ Multiple Family No. of Bedroom ❑ Other Water Supply Q, Individual ATTACH WELL LOG. A well log Is required for all wells drilled since June 1975. ❑ Community For wells drilled prior to that date, give well depth (attach log if available). ❑ Public Utility Sewer Disposal Individual Year Individual Installed: ❑ Public Utility When Connected to Public Utility: ❑ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time O Time Time Date Oate�� Date C'J C-) Date Inspector Inspec Inspector X Inspector Field NotNe'L=l�• S tid �Cf7o.•,••. •� p-�.• . 1Y�ov� .rc Le (�) APPROVED BEDROOMS S R AL Q ( ) DISAPPROVED d � �^- 7- ` ( ) CONDITIONA APPROVAL'C'vw 4l(tw L7L/.,Z, DATE —jp(/ 11U11 o, yl1V �� (rtnnr 6JeaV -Y-Z- C� k Ito, oL, aA �p1�,,i e�Uy ��� � � r _Ri�liGl.lN Tc-�si Y-QQAQL1 • \ F�1�CtW* hiol�u �— ; 1 Lott c tflo t r Gv�.y�. (�,<�.«�.t ck-ckj `t G o r< 3C C T ' Soils Rating Date Sewer Installed "3 Well To Absorption Are Pnu� Well Log Received 18 -S Well to Tank CJ A� Septic Tank Size 1 720230,34