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HomeMy WebLinkAboutPRESCOTT LT 1Prescott Lot 1 #015-242-21 Municipality of Anchorage ' Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 Elmore St. P.O. Box 196650 Anchorage, AK 99519-6650 Page , of .2 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: ®S P 10 /111 PID Number: Q1 S' ZY Z — Z i Name: 6016 Wastewater System: ❑ New Upgrade Address: 17-GL/I 6:r0tJ:T- Sill � ck, /-Ie995 ABSORPTION FIELD Phone:�Number of Bedrooms: 3 1 67` 9 '9'r�1 i ❑ Dee rich 0 Shallow Trench p Bad ❑ Mound ❑ Other: LEGAL DESCRIPTION Soil Rating: Total Depth from original GPD/FeFt. Block: Lot: Depth to pipe bottom from original grade: Gravel d eneath pipe: fS�ubd�ivispion: f 1- ✓ 4 Co ff S. l� Ft. Ft. Township: Range: Section: Fill added above anginal grade:Gravel Len Ft. Ft. Well: EK IS7 F] New ❑ Upgrade Gravel width: Number of lines: Disten en lines' F, Classification (Private, A, B, C): Total Deptln Cased to: Total ab ion area: Pipe�Maattenal: Ft. I Ft. Fe )It:dT-t1 D -3rr-' y Driller Date Dnlled: Stafic Water Leve l: Installer. Date lnslalljed:/ J Yield: Pump Set at:Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES R Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To From Septic Tank Absorption Field Lift Station Holding Tank ublic(Private Sewer Line Manufacturer. Anchanafe % R Li Capadty: 1000 BaI. Wel' 103 ` Material: / � S irate / Number of Compartments: 2 Surface Water, L&C; LIFT STATION ii A, Lot Line 6 lie Size: Manufacturer. Gal. Foundation w T?� "Pump on" level at: "Pump off' level at: High water alarm at: p in. in. in. Curtain Drain Pump Make &Model Electrical Inspections performed by: Remarks: drf Ina( h"n BENCH MARK e'ID17 [ I O(eC-omin,.v ton olcsl Lecallon and Descnplton: F&,wnSM;r4- GQ�'or ctr f�+oW Assumed Elevation: Hun rQrlal of-fice Ytai Itb ¢✓ I tan V/ 04,cOFt t G+�•p (G ✓✓e eG ecl r"On t<e cSc w ne,w S I' C W he cwe &V ! fAIP te - a+ee.ty, , Engineer's Stamp Inspections performed by: j= /`/ P TacG 9-e- Dates: tat &JB / ll) 2nd Development Services Department Approvals,®„®,, �ga�gt�`'Mlgir T a a,• Conditional Approval Date:'. �� � H two �s/gaye a ee aeeeea•®mae oe$+oe Y s®c �/ // /�j �-� Reviewed by: see• •e� eseeso VV 'o THEODORE F. MOORS ,a �' CE and approved W 0 d ate:. -3589 ,a (Rev. 04/06) dAff �/�• RtTe�%�t�0° ese¢•e y- �. 'P4 b y1 fix: PERMIT NO: OSP101144 PID NO: 015-242-21 DRIVE NOTE: ORIGINAL SEPTIC TANK WAS PROPERLY PAGE 2OF2 WELL R=100' EXISTING Y DBL. A" SOIL ABS. C.O. BED a. NEW 1000 -GALLON 3 SEPTIC TANK H +A� :• THEODORE MOORE GROUND # S CE -3589 1• ELEV. ����iw ''•I9 -2)tvFl Q � �pnro=ae04 4.87 FEET SOIL COVER FROM TO HOUSE EXISTING NEW INV. BED INV. 1000 -GALLON 91.8' 91.6 SEPTIC TANK PROFILE VIEW SCALE: 1" = 5' DBL. C.O. ` SWING TIES: FROM: COR. "A" COR. "B" TO: DBL. C.O. •'C•• 59' S8• S.T. C.O. •'D•• 61.5' 58.5' s.T.c.o."E 17" 65 58.51PLAN VIEW��.�'•4F�A�4 -AWww�►t\ DBL. C.O. 67 59.5' SCALE: I"= 30' �. 49 TM +A� :• THEODORE MOORE GROUND # S CE -3589 1• ELEV. ����iw ''•I9 -2)tvFl Q � �pnro=ae04 4.87 FEET SOIL COVER FROM TO HOUSE EXISTING NEW INV. BED INV. 1000 -GALLON 91.8' 91.6 SEPTIC TANK PROFILE VIEW SCALE: 1" = 5' On -Site Wastewater Disposal 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: OSP101144 Tax Code Number: 01524221000 Work Type: Septic Upgrade Permit Effective Dates: August 05, 2010 to August 05, 2011 Design Engineer: FLATTOP TECHNICAL SERVICES Subdivision: PRESCOTT Site Legal Address: PRESCOTT LT 1 G:2740 Owner/Address: PRESCOTT FAMILY TRUST PRESCOTT ROBERT G & LINDA L / TRUSTEES 12041 GRAIFF ANCHORAGE AK 995070000 Site Mailing Address: 12041 GRAIFF ST, Anchorage Lot Size in Sq Ft: 104657 Total Bedrooms: 3 This permit is for the construction of: N Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N 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 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. ! /T Ll df C'e l i ✓ w1m1 7 �/��I 1���� f ��l i S i S Ol i��p%� %�C�l tM /yj Received By: Issued Date: i ld Municipality of Aae orage Development Se~ces Department o- < Building Safety Division = On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www.muni.org/onsite (907)343-7904 ON-SITE SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. f 16— — 2-,y 2 — Z / Property owner(s) Go G Prstrccs FF Day phone 3 �fC- 59 y5 Mailing address 1-7-0 1 62M r f-1 -f/I. f Apur_41. Zip Code 99z-6' 7 Site address Sa'"Je Zip Code Legal description (Sub'd., Block & Lot) 1- o ff . P�atfCc. Ff 1� Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR (® all that apply): THIS APPLICATION IS AN: Absorption Field ❑ Initial ❑ Septic Tank Upgrade Sd Holding Tank ❑ Renewal ❑ Privy ❑ Pletkte rush - Tke eAt.rA Private Well ❑` Water Storage ❑� k ham ��'/(G/�sPo�• TkoM cPf 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) 4:zc Permit/Rush Fees: Sad' Waiver Fees: Date of Payment: '6 /S" / /o Date of Payment: Receipt Number: ®DS 0 � C• Receipt Number: (Rev. 11/05) CIVIL & ENVIRONMENTAL ENGINEERING ` ENERGY CONSERVATION & ANALYSIS TED MOORE, P.E. 14530 ECHO CANYON ROAD PH.IFAX: (907)345-1355 ANCHORAGE, AK 99516 E -Mail: tgmoore@gci.net August 5, 2010 M.O.A. DSD P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: The purpose of this letter is to provide the required design narrative in support of our application for a permit to replace a collapsing septic tank on Lot 1 of Prescott S/D, located at 12041 Graiff Street. A site plan and specifications are enclosed for your review. We are requesting an expedited review and permit issuance because the original septic tank has collapsed and needs to be replaced ASAP. There do not appear to be any insurmountable issues in conforming to all applicable code requirements, and there will be no known impacts on adjoining properties. The contractor hopes to be able to install the new tank tomorrow, 8/6/2010. Please feel free to give me a call if you have any questions on this submittal. Sincerely, Ted Moore, P.E. w w w ix rn LL LL LOT 1, CLEARVIEW S/D NOTE: NEW SEPTIC TANK SHALL BE INSTALLED 100'+ FROM WELL & 5'+ FROM EXISTING ABS. BED DECOMMISSION EXISTING COLLAPSED _ 1000 -GALLON SEPTIC TANK AND PIPING RETAIN EXISTING SOIL ABSORPTION BED w. NEW TIE-IN POINT INSTALL NEW NEW 4" D-3034 SEPTIC TANK INSTALL DOUBLE C.O.'S UPSTREAM & DOWNSTREAM OF NEW TANK PRIVATE R =100'__/ WELL LOT CLEARVIEW S/D a g P�G— LOT 2 PRESCOTT S/D LOT 1, PRESCOTT SID + , SEPTIC TANK REPLACEMENT SITE PLAN ............. ........ ....:YTC.^tS. I FLATTOP TECHNICAL SERVICES 1 INCH = 50 FEET �. THEODORE F. MOORS :� 14530 ECHO CANYON ROAD DRAWN BY TFM .� CCEs-�3-5y89 s' .�00 ANCHORAGE, ALASKA 99516 AUGUST, 2010 AV GL I,1 P, NOTE: NOTE: THIS IS NOT A SURVEYED PLAT. A ` ALL LOCATIONS SHOWN ARE APPROXIMATE. Tfattop 7echnicafServices 14530 Echo Canyon Rog Anchorage,,2299516 Phone (907) 34S-1355 Lot 2, Prescott S/D 12041 Graiff Street Septic Tank Replacement Specifications 1.0 General: 1.1 The scope of the project consists of properly decommissioning a collapsed 1000 -gallon steel septic tank and replacing it with a new approved 1000 -gallon deep -burial steel septic tank located as shown on the site plan. 1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor deviations from these drawings may be allowed or required by the engineer conducting the inspections. All construction procedures and material specifications shall conform to Municipal and State requirements. 1.3 The installer shall be responsible to obtain any necessary utility locates, and to work around any buried utilities. 1.4 The installer shall provide adequate cover material and rough grading over the tank to ensure that proper drainage is achieved after settlement and that there are no residual depressions. 1.5 The homeowner shall be responsible for finish grading after the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by the construction. 2.0 Septic Tank: 2.1 The existing 1000 -gallon steel septic tank must be properly decommissioned by thoroughly pumping, removing the top and backfilling with soil. 2.2 The new 1000 -gallon steel, 2 compartment septic tank shall be Municipally approved and set level on undisturbed soil. Each compartment shall be equipped with a watertight manhole cover and a 4" cleanout. If the tank is buried less than 4 feet it shall be insulated with 2 inches of rigid insulation plus 2 feet of soil cover. 2.3 Double cleanouts shall be installed in the ASTM D-3034 waste line both upstream and downstream of the tank, and within 5 feet of the tank. 3.0 Inspections: 3.1 A total of 3 engineering inspections will be required during the course of the project: (1) initial discussion with the contractor to finalize the location of the tank and construction procedures, (2) after the tank is set level and piping connected but prior to backfill, and (3) after rough backfill and grading is complete. The installer shall coordinate the timing of the inspections with the engineer sufficiently far in advance to ensure the availability of the engineer. MUNICIPALITY OF ANCHORAGE ` DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION 1ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME _ PHONE ❑ NEW .r 1 3e`i--- 1447-1 UPGRADE MAILING ADDRESS LEGAL DESCRIPTION ` LOCATION NO. OF BEDROOMS 1 ¢ � Well Absorption area Dwelling PERM IS NO. Uy DISTANCE TO: P z Manufacturer Material No. of compartments N� Liq. capaci_ y in gallons Inside length Width Liquid depth IF HOMEMADE: DISTANCE TO: Well ►�- Dwelling PERMIT NO. = z F Manufacturer Material Liquid capacity In gallons ❑ Well Foundation Nearest lot line PERMIT NO. w= DISTANCE TO: J _ z No. of lines Length of each [iht4.J Total length of lines Trench width Distance between lines Z w inches finish Material beneath the Total effective absorption area Top of the to grade ❑ inches u' Length , Width ?i'� / �/ Depth t a o a ID S. L. Il t 'T- PE ITN 7 e c� a Type of crib Crib. diameter Type Crib depth Total effective absorption area uJ y Well i , Building foundation Nearest lot line DISTANCE TO: I (: -5G I. + J Class'v Depth Driller Distance to lot line PERMIT NO. w Building foundation Sewer line Septic tank Absorption area(s) DISTANCE TO: OTHER PIPE MATERIALS i7Y6 tom' .. 1r f')f o SOIL TEST RATING 1 Z--�� INSTALLER REMARKS I, CV7 CC'AIL_ lC Y•- s� 4 , L I to LG co - a ��P.. a• � ni y V a ,ys aY,.0 • Fi Y4 TL A Bs69r A, 3haEor t I/ IVa. {l.'^%t ^� t 1, APPROVED DATE LEGAL vi 0 nom• r /. i U i r -'E'1, l:L':Sii,"� r 31L L -l. o94 20-179 11 / ' 1 11.... O /101 T-OUP4 'J: C'.-_ I I" -IF"Y" �JF=, ��VA C3 F -,C, Phii 00 EE � DEPARTMENT OF HEALTH AND ENVPROTECTION D 825 L STREET' ANCHORAGE, AK 99501 ^ 264.4720 ^ PERMIT NO: 85O493 DATE ISSUED: 08/12/85 APPLICANT: ADDRESS: CONTACT PHONE: LEGAL DESCRIP: LOT SIZE: MAX BEDROOMS: ATC ENTERPRISES % S&S ENGINEERING EAGLE RIVER, AK 99577 694~2979 SUBDIVISION: PRESCQTT SECTION: 24 TOWNSHIP: 12N 2"6A (SQ,FT" OR ACRE(S) LOT: 1 BLOCK: NA RANGE: 3W Listed below r.kre theoptions available to you in designing your septic system. Choose the t)ption that best f'its your site. ** TANK MUST HAVE ATLEAST TWO COMPARTMENTS I certify that: 1" I am familiar with the requirements for an --site sewers and wells as set f'orth by the Municipality of' Anchorage (MOA) and the State of' Alaska. 2" I will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of' this permit. 3" I will adhere to all MOA and State o� Alaska require�ents �or the set back distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot" 4, I understand that this permit is valid for a maximum of 3 bedrooms and any enlargement will require an additional pepmit" ' IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES), THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS--BUILTS WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE ELECTRICAL WORK MUST BE DONE BY A LICENSED ELECTRICIAN. SIGNED APPLICANT ISSUED BY DATE: �-7---�r~���~_� DATE: ^ �-���E�4 C��1 �� PW= 17M ][PAI DEPTH TO PIPE BOTTOM (FT. 4"5- 4^0 GRAVEL DEPTH (FT.) 3,O 0.5 "( 2, 0 TOTAL DEPTH (FT") 7,0 5" 6"0 GRAVEL WIDTH (FT") ' 2"5 M / 17.O �, 5.0 GRAVEL LENGTH (FT. 63"0 34.O 53"0 GRAVEL VOLUME'.. (CU"YDS")' 20"5 21.5 ^ 24"6 TANK SIZE (GALS) 1000"0 ** 1�000O ** 1,O00"0 ** SOIL RATING (SQ"FT"/BR) 125 125 ** TANK MUST HAVE ATLEAST TWO COMPARTMENTS I certify that: 1" I am familiar with the requirements for an --site sewers and wells as set f'orth by the Municipality of' Anchorage (MOA) and the State of' Alaska. 2" I will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of' this permit. 3" I will adhere to all MOA and State o� Alaska require�ents �or the set back distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot" 4, I understand that this permit is valid for a maximum of 3 bedrooms and any enlargement will require an additional pepmit" ' IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES), THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS--BUILTS WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE ELECTRICAL WORK MUST BE DONE BY A LICENSED ELECTRICIAN. SIGNED APPLICANT ISSUED BY DATE: �-7---�r~���~_� DATE: ^ ` SOILS LOG MUNICIPALITY OF ANCHORAGE +.e DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: -lZ'�'Q- I E�� DATE PERFORMED: LEGAL DESCRIPTION: Ir -z5>. r -r-y- I� SLOPE SITE PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 CILL-7 � C, WAS GROUND WATER S ENCOUNTERED? L O P IF YES, AT WHAT E DEPTH? ■■■■■■■■■. ■■■NOM■■■■ Net MEMlwr HEMER NNIMEM■■■EN Date MEENNNOWNE ,AMENN■■11911 Time Water Drop ENE■■■■■■■ 11:9010MENOMEM M■■N■■■■N■ ■■■■ENN■■■ e B�beA A, 8hWer 19 - r'� ea No. 14574 iq t 20 PERCOLATION RATE JA (minutes/inch) TEST RUN BETWEEN FT AND FT COMMENTS ''r lA��4- \S V5V41✓ P =1--g _0` e1t2'r�x> '' PERFORMED BY: A eg4 r."fo l m2RING CERTIFIED DATE: S1 �>l f ut+ n ao3/a*• X5 nr ('1)VGiy eur:-erii.'-S d a 72-008 (6/79) P11. G04-2979 0 A- Gross Net Depth to Net Reading Date Time Time Water Drop q 'r a F e B�beA A, 8hWer 19 - r'� ea No. 14574 iq t 20 PERCOLATION RATE JA (minutes/inch) TEST RUN BETWEEN FT AND FT COMMENTS ''r lA��4- \S V5V41✓ P =1--g _0` e1t2'r�x> '' PERFORMED BY: A eg4 r."fo l m2RING CERTIFIED DATE: S1 �>l f ut+ n ao3/a*• X5 nr ('1)VGiy eur:-erii.'-S d a 72-008 (6/79) P11. G04-2979 0 A- GAAB-HD-1 GV VER ANCHORAGE AREA BOROI' �H v ULi ARTMENT OF ENVIRONMENTAL QUALM -t' 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279.8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILING NAME D���i G' ��L�^S��%T ADDRESS ��� �� �� �J —PHONE LOCATION LEGAL DESCRIPTION©!�i �91c�1Cp/✓ f%/,�• SEPTIC TANK: / NUMBER OF DISTANCE FROM WELL MATERIAL COMPARTMENTS LIQUID LIQUID CAPACITY X5)42 —GALLONS. INSIDE LENGTH ✓ INSIDE WIDTH DEPTH L— SEEPAGE SYSTEM: SEEPAGE PIT:d NUMBER OF PITS l OUTSIDE DIAMETER �� OR WIDTH -7- li , LENGTH -211' DEPTH 45" , LINING MATERIAL God /� -f � .DISTANCE FROM WELL / BUILDING FOUNDATION , NEAREST LOT LINE =,Z9 171- . TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) FT. TILE DRAIN FIELD: X�/p TOTAL LENGTH DISTANCE FROM WELL Ki NEAREST LOT LINE OF LINES NUMBER OF LINES DISTANCE BETWEEN LINES TRENCH WIDTH IN. TOTAL EFFECTIVE ABSORPTI AREA SQ. FT. LENGTH OF EACH LINE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL: d`�©��i/������/ - DISTANCE FROM WATER DEPTH, BUILDING FOUNDATION. / SAMPLE /✓G/i/� NEAREST NEAREST i SEPTIC / SEEPAGE OTHER LOT LINE �� /¢ SEWER LINE e�D , TANK SYSTEM CESSPOOL��y�- , SOURCESti�, / DISTANCES: DIAGRAM OF SYSTEM DATE G.A.A.B. //) v_&l2 ) GREATER ANCHORAGE AREA BOUGH 1 a DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO. 3500 TUDOR ROAD POUCH 6-650 ANCHORAGE, ALASKA 99502 TELEPHONE 279.8686 SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT NAME OF APPLICANT MAILING ADDRESS �J *'-'� �� �J l PHONE JLii / ih.��A"f2s!J .� i�iJi/i'�/r/.'//,fir-i �.:� ///e•/�/_/�/: /.�` /��///��'_ INSTALLATION LOCATION ✓"�'�-- "�-"� _ "' r LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK SEEPAGE PIT DRAIN FIELD OTHER , TYPE AND SIZE OF FACILITY TO BE SERVED �� - /=i- ����'� .���✓1���� ���i �� FINANCED THROUGH '� TO BE INSTALLED BY SOIL TEST RESULTS '-%✓" NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE �1-��'�J TYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK SEEPAGE AREA SIZE�"-�C�/� TYPEPII�� 7� DIAGRAM OF SYSTEM, I / FOUNDATION TO SEEPAGE PIT a DRAIN FIELD / � 9 SEPTIC TANK TO SEEPAGE PIT WALL /01 SEPTIC TANK _e�� SEEPAGE PIT � u DRAIN FIELD � TO NEAREST LOT LINE. s / WELL TO SEPTIC TANK -�SEEPAGE PIT /9 'j DRAIN FIELD �J ' ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT a DRAIN FIELD SEPTIC TANK, r'.4 SEEPAGE PIT %IaGJ DRAIN FIELD —� TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. HEALTH AUTHORITY OR LICENSED DESIGNER 1 CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA DESCRIBED SYSTEM IS IN qA'/CCORDANCE WITH SAID CODE. DATE 'r���� /w APPLICANT'S SIGNATURE ORDINANCE NO. 28-68 AND THAT THE ABOVE DE PAR,,_�ENT OF EN',100.IEIN'7 ('.JA; _ CALL # 3500 TUDOR ROAD ANCHORAGE, ALASKA 99502 Performed For Robert Prescott Date Performed 9/21/71 Legal Description: Lot 1 Block_Subdivision Prescott This Form Reports Soils Log x ____Perco ation est Depth Feet Soil Characteristics Dark gray silty organics Brown gravelly sand (SW) Gray silty sand (SM) Gray and brown gravelly sand (SW) �I 10 -- Was Ground Water Encountered? no If Yes, At What Depth? ------------- 1 Reading Date Gross Time ,Jet Tire Depth to H 0 2 Net Drop I r i i rC1-LV ICIL 1 U 1 r%0 LC 191 r1u L.0 Proposed Insta atTl�ion: Seepage Pit x Drain Field Depth Of Inlet Depth To Bottom Of Pit Or Trench COMMENTS: 159 square feet of drainage area is required per bedroom f 0 Test er Orme yR. E. Gar is e e Data Cerfified By: vs.Inc. Date: - y$f '1 N♦ tl �i//r t 8 I IH/ + '. Al IIiZ it .! t �, a �t n`., a x .� • rpt t. t `Y's t, w Z - Certified Wel! �bn Bob.. Prescott.,. For....... . .......... a I1 y �d� r ". Location............ Hillside-I)rIve ........ �......u?�ErJ.... �.. 5........ Date completed .............. Aub-ust...9,...19.71;.............. \ i' /IJ 1 b—UrojOGy�YI 1, 3 Depth of well ..............175...FH.et ... ... 5.�..::.1.`��1...`/•�a,,/ .. ,r arm 1 Size of casing..... 6.. Inch ............... Distance to water..... . 7'O..Fe.et........ ......... .................... ...... .... Distance to water while pumping.... Draw.. dawn..t.o... bottom at rate 1 of....... 100..... .................gallons per hour. Description of Formation I z to Sand & graypl 0 23 YeI low clay 23 46 Sand 46 50 Rock with streaks of ;tpllotr clay I 50 (t Licht tray rock 70 t i ' t = 75 Light gray rock _� 75 175 >xDjd L " Description of Formation I from to Sand & graypl 0 23 YeI low clay 23 46 Sand 46 50 Rock with streaks of ;tpllotr clay I 50 '70 Licht tray rock 70 75 n A little water' 75 Light gray rock _� 75 175 I certify the above true and correct { /,q; / Driller `CfYi a J $®MMERVILLE WELL ®RILLIPRIG ,y t , . Star Rt. A, Sox 1773 \ i Anchorage, Alaska Y A9i3 W We advise you to attach this certificate to your deed. � 411' , . b , 71M qj a