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HomeMy WebLinkAboutUS SURVEY 3043 LT 5 OF LT 11 T10N R2E SEC 18Onsite File US Survey 3043 Lot 5 of 11 #075-092-33 MUNICIPALITY OF ANCHORAGE J ~ F DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME /1 /., F_IVE PHONE � NEW ❑ UPGRADE MAILING ADDRESS 9ax 30Y i1e1)40a0c! LEGAL DESCRIPTION / o /✓ R z F_ 4-U&S �b�{ LOCATION - d Bc7 Q /-AW NO. OF BEDROOMS 13 Uy DISTANCE TO: Well Absorption area Dwelling PERMIT NO. H Z aQ wF Manufacturer Material No. of compartments N Lie. capacity in gallons IF HOMEMADE: Inside length Width Liquid depth 6 y J0Alb DISTANCE TO: Well ,/ � Dwelling S f PERMIT NO. n ?®/ 2 z F Manufacturer e e Material Liquid capacity gallons O m= DISTANCE TO: Well Foundation Nearest lot line PERMIT NO. u Z F Z w No. of lines Length of each line Total length of lines Trench width I inches Distance between lines p Top of tile to finish grade Material beneath tile inches Total effective absorption area w Length Width Depth PERMIT NO. QF at Type of crib Crib diameter Crib depth Total effective absorption area W 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 " SOILTESTRATING INSTALLER D REMARKS f- o /o t 1,0AS n C*r av APPR ED DATE LEGAL 1 72-01 3(Rev. 3/7-87 r) T'd p L3 P-4 1: 0--, 1 �I�� ���� F��A�E� ",�� � 8��] DEPHRTMENT O| lEHLTH AND ENVIRONMENTAL F 'TECTION 4 / /cx/ / � 825 /L STREET, HNCH0RHGE/ HK� 99501 � x ` 264-4720 ^ �C"DE,"I X -v- RE SET EEO T,A RE En k J F-"" R,.=" K.".:n RE FA K F& Pi XI- PERMIT NO. ( 790175 ) APPLICANT HRLEHE CHEIFER 13K]04 349-4644 LOCATION GIRDuOOD _ LEGHL T10NR2ESEC18&19 LT11 LOT SIZE 10000 SQUARE FEET TYPE OF SOIL RBSORRTlOW SYSTEM IS: DROINFIELD MAXIMUM NUMBER OF BEDROOMS = ] SOIL RATING (SQ FT/8R)= 40 / THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: Ex EEC Fo" K 1-1 120 �ETT �Sol ��� CA Ca FZ FA %0 EE L. EA EE F" -r wA — v011 THE LENGTH DIMENSION IS THE LENGTH (lN FEET) OF THE TRENCH OR DRHINFIELD. THE DEPTH OF H TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND HND THE BOTTOM OF THE EXCAVATION (lN FEET). "T_ hi IE`1 E4111:1-1-1-11 1: c ­A' 11"D CA E ---E F THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF TIE EXCAVATION (IN FEET). lot wE oil k -T I FA"En C> Jbilh= I- it PA K �1 02-_" EFO ��11-4� PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NOMBER OF RESIDENCES THAT THE WELL WILL SERVE. 0- 14 NO C- 1: 54 AT Fs ET CT -r x n PA w FA FT EE FIK C;1 L 1 1: 071 ERE F? BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN H WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR H PRIVATE WELL/ OR 150 TO 200 FEET FROM R PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. �K FG? Rol 1: 'y ��F�1 :111_1 I CERTIFY THAT 1: I RM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS FORTH BY THE MUNICIPALITY OF ANCHORAGE., 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 7: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE RESIDENCE IStREMODELED TD INCLUDE MORE THAN 3 BEDROOMS. SIGNED: .... �` � ISSUED BY ~ _ / ���s-0 AND WELLS AS SET ENLARGEMENT IF THE SOILS LOG MUNICIPALITY OF ANCHORAGE a c DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION TEST Pouch 6650, Anchorage, Alaska 99502 276-2225 SOILS LOG - PERCOLATION TEST PERFORMED FOR: Ms. Arlene Cheifer DATE PERFORMED: May 9, 1979 LEGAL DESCRIPTION: Portion of Lot 11, Girdwood Small Tract, U.S. Survey 3034, Girdwood; J,gE_TOrganics, Brown 0.5' - SLOPE SITE PLAN nv 1 0 Coarse Gravel & Cobbles l -` w/ silt (GP) 2.0' — I �2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Sandy Silt w/clay & gravel (SM -ML) Very Wet, Dk. Brown 7.0 Gravelly Silt w/sand & some clay (GM -ML) Moist, Dense WAS GROUND WATER L ENCOUNTERED? O 12.0'`= E .D. IF YES, AT WHAT r'' 20' . DEPTH? 1/{ OF Stephen D. Shrader . No. 4148-E - Reading Date Gross Time Net Time Depth to Water I � Test oc at' o i aPpr 3 meth _pit xima e -d ds. -bt e L on or y. Not _jTes t Pi -I -� 20 I - - Reading Date Gross Time Net Time Depth to Water I � Reading Date Gross Time Net Time Depth to Water Net Drop . L . 20 PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND FT COMMENTS Unable to perform percolation test due to water running into pit from 2- to 7 -foot depth; and sides of pit sloughing in. 1 -foot plus of water accumulatedin pi o om in -minute period. PERFORMED BY: S. Shrader CERTIFIED BY: S Shrariar DATE: 5/in/79 72-008 (7/76) STUE u F AL�� �� p BILL SHEFFIELD, GOVERNOR DEPT. OF ENVIRONMENTAL CONSERVATION Ev�St�ev��ti �Y,5 7 7 uIve_r �'�iZv..��/ ./�t_�^ �GJ �4 �p �cr �o / ���° Jc��]�oi, ��� �%i' 7—/ OA,/ ' l�� �� �✓ la i r�Gw bpi (��� i—lv� — 0 S`2 � c - tai /V 67r ///S -/8 vGG— May 4, 1979 Health and Environmental Protection Sewer and Water Section 825 L Street Anchorage, Alaska 99501 Attention: Les N. Buchholz, R.S. Subject: Waiver Needed for Holding Tank I am requesting a waiver on the Municipal restriction on septic holding tanks. I am the resident and title holder of Lot 11 Girdwood Small Tract. The lot on which my home stands is ninety(90) feet wide and one -hundred twenty(120) feet deep. I would like to aquire a Title I National Housing Act Home Improvement Loan to install a water well and a self contained septic tank, with regular pumping service provided by local businesses. My home is log and frame structure, valued at $28,000 replacement value, eight hundred(800) square feet. There is no external plumbing and sewer has never been on this home. I would appreciate your inspection and approval of my plan to thus improve my home until Municipal sewer facilities are accessable for my lot. Sincerely, Arlene Cheifer Box 304 Girdwood, Alaska 99587 Phone #: 783-6682(h) 349-4644(w) 279-0522(w) May 10, 1979 Ms. Arlene Cheifer Box 304 Girdwood, Alaska 99587 i1 ASI No. 01979 Re: Soils Log for Portion (Metes & Bounds Description) Lot 11, Girdwood Small Tract, U.S. Survey 3043, located within Sections 18 & 19, T 10 N, R 2 E, Seward Meridian, Alaska. Dear Ms. Cheifer: At your request, our office logged a test pit on the above-described property on May 9, 1979. The purpose of this investigation was to determine the general subsurface soil condition at the subject site. The site is gently sloping. Ground cover consists of an organic mat approximately -,-foot thick. The site is covered predominantly with a thich growth of coniferous trees. A test pit was excavated to a depth of 12 feet with a Case Model 580C backhoe. A very wet sandy, silty soil was encountered from the 2- to 7 -foot depth of the pit, and was underlain by a gravelly silt to the bottom of the pit. Water running into the pit from the 2- to 7 -foot strata, coupled with the pit walls sloughing in, prevented a percolation test from being performed. A foot or more of water, plus sloughed material, raised the level to the 9 -foot depth in a 30 -minute period. Water continued to seep into the pit after this period. There was no indication of the water level subsiding in the bottom of the pit. We appreciate the opportunity given to log this test pit. If .you have any questions, please contact this office. Very truly yours, ALASKA SOILS INVESTIGATIONS Stephen D. Shrader, P.E. Project Manager S DtStreet vJ Alaska 9950 278-1915 May 10, 1979 Ms. Arlene Cheifer Box 304 Girdwood, Alaska 99587 ASI No. 01979 Re: Soils Log for Portion (Metes & Bounds Description) of Lot 11, Girdwood Small Tract, U.S. Survey 3034, located within Sections 18 & 19, T 10 N, R 2 E, Seward Meridian, Alaska. Dear Ms. Cheifer: This letter is our invoice for the above -referenced project: INVOICE NO. 01979 Professional Services Engineering Technician (Travel & Standby) 3.0 hr @ 427.25 $ 73.50 Engineering Technician (Field - log test pit) 1.5 hr @ 27.25 40.88 Draftsman (Prepare soils log) 0.3 hr @ $18.00 5.40 Registered Engineer (Project supervision; prepare letter report) 0.6 hr @ $40.00 24.00 Subtotal Professional Services $ 143.78 Incurred Expenses Mileage, 78 miles @ $0.25/mile $ 19.50 Subtotal Incurred Expenses $ 19.50 TOTAL INVOICE NO. 01979 $ 163.28 r�. 'Ms`. Arlene Cheifer May, 10, "1979 Page -2- Please note our invoice number on your remittance. If you have any questions,'please contact this office. Very truly yours, ALASKA SOILS INVESTIGATIONS 'A4 0, A'A6 Ste hen D. Shrader, P.E. Project Manager Terms of Payment: $75.00 to be paid on delivery of soils log. B an a of $88.28 due and payable on May 18, 1979. Acknowledgement: A ne Cheifer 5--- t < -I I Date --ORDWOOD SERVICES- - - -- - - - --- - P. O. Box 674 1 1033 GIRDWOOD, ALASKA 99587-0674 SALESP9RSON '-. DATE SHIPPED SHIPPEDVIA OB PO1Ni TERMB: % '_ 1 If .a�OUANTITV 7, 1S _ , TOTAL nrrwl&-7- 0 YEAR .� Other E)escription: Size: — I. Area " Year of Valuation Use Zone:- -- — — -- Unit Price__ _ INFLUENCES: _ _ Depth _dPLUS - __ ---.--- -- M1NUS _- -_ Topography____-__ Irregular Modification View----- Drainage Physical Barriers Access ---- -- Corner -- - Water Sewer--.-- Sidewalk_paving—­­ 50c� Curb & Gutter, Curb Other �_-�- TOTAL Net L t ) 10 UWNtR / .. ..._�........ KCH �UIV Land Bldgs. Total FOR CHANGE zf S '0 9f M-0 Z 5 r/G/10 17.800 j(1Q X0 Z5 -- 1.25 -- 50c� czs llzS 10 L'RW MAY 191969 zf S '0 9f M-0 Z 5 r/G/10 17.800 I that this is acopy of 1 -real orolDertV record. Ifflenn M. "Pat" McKee irector REMARKS PICTURE: PROPERTY APPRAISAL DIVISION l _ /✓' C' 3o �o! o � E//still r J �/int F_o�/ 1,21 ��•v�i�%��nJ r t7�1 s' 1' r r Ke- (.- Unilllitc: \ --- Other Description:—.- - _ -- Size. use ZOnC ----- Area -- --- — — — Year of Valuation- --- :AR -_. - UWNtK .. INFLUENCES: PLUS MINUS Depth__---_ Bldgs. Total Topography Irregular Modification_ View4- Drainage Physical Barriers Access Corner-- aoc Water-- Sewer---- Sidewalk-- 5�c 2- G7 Paving— — Curb & Gutter___. --- Other TOTAL Net -I (---) :AR -_. - UWNtK .. ..._.......,.. KCH�VIV FOR CHANGE Land Bldgs. Total !6 aoc ;s- 5�c 2- G7 z — W MAY 19 1969 Ad Go kt oe) EMARKS J - C' ///GG i{ , / V i e) L.,e L -3o 2n � �✓/slid P� � J NiV Ea,/ Ln( :��)oirin.rJ (9oHV[ e ZP I certify that this is a copy of a r r e/afl prope"rty record. Glenn M. "Pat" McKee C . Director v 'F PROPERTY APPRAISAL DIVISION n+ Y 0. r. ,vnar adrng Address _ / F -% _. -___. Property Address rmits Date Built /��'� ., - • - - 17S i Total Replacement Con Coat Conewslon Factor Ad(usbd Raplscement Cort $ 0068 (4/78) i I s SUMMARY OF APPRAISED I Principal Building Appraisal Other Principal Buildings Appraisal Accessory Buildings Itir�il i l � P' P� r Total Replacement Con Coat Conewslon Factor Ad(usbd Raplscement Cort $ 0068 (4/78) i I s SUMMARY OF APPRAISED I Principal Building Appraisal Other Principal Buildings Appraisal Accessory Buildings Itir�il l � 1 _1 Total Building Appralul Total Lend Appraisal TOTAL APPRAISED VALUE $ I I i J C� 1 ALUE Municipality of Anchorage On -Site Water & Wastewater Program ' (907)343-7904 7i - CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 075-092-33 Expiration Date: 1. GENERAL INFORMATION Complete legal description Location (site address) Current Property owner(s) Mailing address Real Estate Agent 2. TYPE OF DWELLING: USS 3043; LOT 5 OF 11 137 TELEMARK WAY'GIRDWOOD, AK 99587 FRANK KOMAREK Day phone 137 TELEMARK WAY "GIRDWOOD, AK 99587 ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 227-1700 3. NUMBER OF BEDROOMS: 1 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL Individual Well ® Individual On-site ❑ Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer WiiverNariance request for Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 6R(o Date of Payment 101 aJ_11 Receipt Number 11617- P6� COSA# U6cl(O('bz Date: Z ° 1 a 7 `/ 6 Waiver Fee $ Date of Payment Receipt Number Waiver # Distance: - If more than 1 septic system is on the lot: COSA Checklist # of Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description .. USS 3043; LOT 5 OF 11 Parcel ID- 075-092-33 A. WELL DATA *PER GEG INSPECTION **PER NEIGHBORING WELL LOGS Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) NO Date completed PRE -1984 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth *41+ ft. Cased to **40+ ft. Casing height (above ground) 12+ in. FROM WELL LOG Date of test NO WELL LOG Static water level ft. Well production 9.p -m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml Arsenic: NO ug./L. B. SEPTIC/HOLDING TANK DATA Tank Type/Material AT INSPECTION 10/12/16 41.6 Nitrate ' 0.116 mg./L. Collected by: GEG, Ltd. Date of sample: 10/12/16 & 10/19/16 ( BACTERIA ONLY) PUBLIC SEWER Date installed Tank size gal. Number of Compartments Cleanouts (Y/N) Foundation cleanout (Y/N) _ Depression over tank (Y/N) High water alarm Date of pumping C. ABSORPTION FIELD DATA Date installed Length ft. Total depth ft. Eff. Date of adequacy test Pumper Soil rating (g.p.d./ft2or ft2/bdr System type Width ft. Gravel below pipe ft. bsorptio ea ft2 Monitoring tube Depression over field Results (Pass/Fail) Forbedrooms Fluid deptA�abso n field before test _ in. Water added _gal. Elapsed_n. Final fluid depth _ in. Absorption rate >= New depth in. rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date ... D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N)— "Pump on" level at in. "Pump off' level atwa er alarm level at Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES.FROM WELL ON LOT TO: Septic tank/lift station on lot N/A On adjacent lots Absorption field on lot N/A On adjacent lots 100'+ 100'+ Public sewer main s+ Public sewer manhole/cleanout 100'+ Sewer /septic service line 25'+ Holding tank 75'+ Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation Water main Wells on adjacent lots Property line_ Water service SEPARATION DISTANCE FROM ABSORPTION FI Property line Water service line F. COMMENTS G. ENGINEER'S CERTIFICATION Surface water Wells on adjacent lots I certify that / have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this .date. Engineer's Printed Name JEFFREY A. GARNESS. Date 10l2q,&. (Rev. 10/12/12) Absorption field Surface water TO: Water main Driveway, parking/vehicle storage LICENSE #AECC884 .......... pAnrrrc 1(1NP'_ Y.TCSD M91`D n_pq' I Pi:pQi'L SJlDlll.^"...F I �2a°h: ]SiRILI FP.'JNt T.bOIIC. Y1CnC 1— 90E HPJMxG XRT ,A UNDER NO CIRCUTASTANCES SHOULD AN AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. THE SURVEYOR TAKES RESPOMS151UTY FOR 111C INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL LIABILITY ONLY FOR THE COST OF THE SURVEY. LISTED DISTANCES PREVAIL OVER SCALING. REPRODUCTION MAY CAUSE ERRORS IN SCALE. LOT SURVcv PwrvDA11ON As-91JuT FlNAL SMUCTURE AS -BUILT PLOT PLAN . .. AS -BUILT . PLOT PLANS & I.YEA/il SURKr . "OPOORA14iv IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER, PRIOR TJ CONSTRUCTION. TO VERIFY PROPOSED BUILDING CRADE RELATIVE ! TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE THE EXISTENCE OF ANY EASEMENTS. COVENANTS OR RESTRICTIONS 'WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. j SURVEY CERTIFICATION i nOPK6gpOk PLOT PUN . wI ba Aver . bw . I v a r �1¢Lnq�N M M u1 esn� 41 Q �^ evww.eA. as and w en .n.<L ( All @ FOUNDATION AS—BUILT { I. NMI L b nm t., MWyyry 1IY qet I I �'• naw M m A.-� LI t u. Mtl Iwn«tW q„ I c qel LY m. a ma rmm��nlan .. qo.n nhp. '� b •• wgv.e m RNAL STRUCTURE AS—BUILT i 0, q• .bucW qtl I., -d . t „ N. e m^ FImxP a�*IM wri wE o •nl. wl uNr qsn •q�.lr. RGBERT E .DHrs..R 0 412 1 '- S . O •5�6 �s�°Te°siJn of �e00 SYMBOLS r SET REBAR msrb° L ASPHALT DRAW AGE o FOUND REBAR WOOD FENCE CONCRETE L00� ASSUMED ELEV.-g--X—k- ME IAL FENCE LCGL/J WOOD DEC ONLY !HOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE SHOWN. FENCES, WELLS, SEPTIC CLEANOUTS, SIDEWALKS, DRIVEWAYS, ETC.. ARE SHOWN IN THEIR APPROXIMATE LOCATION, ONLY. SNOW .VAY PREVENT SOME IMPROVEMENTS FROM BEING SEEN AND LOCATED. ALL DISTANCES ARE RECORD UNLESS OTHERWISE NOTED. Prepared by Robert E. Johns, Jr. & Assoc Professlonoi Land Surveyors 1700 Brink Drive. ANCRORACE, ALASKA 99004 Sault: 1 U = 30 Rec. Lot S.F. Rea Plot File No. acI° Surveea: 09/19/16 IDT°»° by REJ Nm°k.e OJMK °ote °` 09/21/16 °" SE4913 W.D. 16-360 Legcl Descrip2l°�.: US SURVEY 3042 LOT 5 OF LOT 11 T1 ON R2E SEC 18 MUNICIPALITY OF ANCHORAGE SEWER WATER & WASTEWATER UTILITY 3000 ARCTIC BOULEVARD PHONE 786-5557 LOT/TRACT SUBDIVISION TAX CODE _ S of 11 CONNECT FhKMIT DATE OF APPLICATION Oct. 28+ 1987 SCHEDULED COMPLETION DATE OC -t-. 37 C} SINGLE FAMILY ❑ MULTI -DWELLING No. APTS 0 COMMERCIAL BLOCK Section 10/19 T10N, R2E, SNi 095-092-33 GRID` 912-13 AS -BUILT No. STREET ADDRESS Alyeska OWNER Frank Komarek IJ:L8I►T MAIL ADDRESS P. O' Box 598 Girdwoo i, Alt. 99587 CONTRACTOR: c.zcs i 1�>r'IliZ2a1l1ct •s C`_i ON PROPERTY ONLY ❑ MAIN TAP—TO PROPERTY LINE ONLY (MOA or State ROW Permit Required) ❑ MAIN TAP & ON PROPERTY CONNECT RVIOA or State ROW Permit Required) ❑ R -O -W NO. CONNECTION SIZE 4" INSPECTION - PERMIT REIMBURSIBLE NUMBER REMARKS: ASSESSMENT! ❑ Main extension agreement 9 Improvement District ❑ Extend connect agreement ❑ Pending CHARGE $ FEE $ 10.00 FEE $ 5.00 Georgia Lee ❑ PAID ❑ CASH ❑ CKY_ INSPECTED BY: DEPOSIT S t/% f TOTAL $15-00 DATE: ZZ- j d'7-4 x rant: �'i`o;aa Oft 1; x t PERMITTEE (Please Print) PHONE MAILADDRESS P. 0. Boxz590. GirC`1wood, AiaSka 99587 I 1 HAVE READ THE CONDITIONS AND REGULATIONS ON THE REVERSE SIDE OF THIS PERMIT AND AGREE TO COMPLY WITH THEM, f4 ' POST IN A CONSPICUOUS PLACE AT THE JO 80.02' (Rc 11,86) AWWU INSPECTOR ,,U bt) IV I '5iQN: S'c�G%%ojj BLOCK LOT: STf?EET ADTATE NORTH :SEWER SERVICE 4.iMV: SKETt;i-d SHOW LOCATION OF CONTROL l ie;NHOLESICL'"EAINOU i'S AL1.ET -F' ,'PE- MAIN:: .(5-_..___ fPE MAIN: /fir!' COVlPdFCT DEf'TI7 AT IM0:EH _1/6 _ j Ci`dRC:;_;l ill=f"?i-i A1 E,rt_jI}. t -ml,-! Ct?i*lt i i"T LC?GnliUtl.-5%r.tli.p.u%-,��-c..cTec���S_f'J-..�.Is%�-.lc_�,7 r � G'aw�ircTr..../PZ-.G Xr_._fXls�iilq Plc(/�I/CI/l--1 f- �!_cIJC ...,. iCnT-. 117S�ac cT_fa% ��1,2�/S/)--�jcc/_S.Cc✓2" _lCF'c�uc �ii�E DATE: SEP -14-21337 E2:28P FROM: Pump Installation TD:3491934 P•1 Log /*lee e ofk Rd. ;V-Itrolcl rut .5-" A , t DATE 0-244, O Pitless Adapter Manalactarer's Name: �IPitkas Adapter Installer.A 1 RrW T --Su]bj-7e1r4le ,r MAKE 11 tit' / , 0 7 r ` amea._ J P~50 -3 SMALL 9 1 <� r- ,^� Mesar _ ' COM TW-- Ta»_sr. t A, « ti G/ood( Le„eac+. �?OoG1 I!� antor,1, var. 3b wLT[a TAMa Tya. I,--, *e snL envrc ss..__ �� ow. J[ Ax" mr: I CO�WDITS well was disinfected upon completion. method: calcium hypochlorite.