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COMBS BLK 2 LT 7A
MUNICIPALITY OF ANCHORAGE 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 PHONE [] NEW MAILING ADDRESS LEGAL DESCRIPTION LOOATION NO. OF ~ED~O0~S ~E ~ Manufacturer a ~ ~ ~10~ ~. Materialize~ ~ No. of ~°mpartments Liq. capacity in gallons Inside length Width Liquid depth j,~ IF HOMEMADE: ~ ~ DISTANCE TO: Well Dwelling PERMIT NO. O ~ ~ Manufacturer Material Liquid capacity in gallons _ Q ~ Well Foundation ~ ' Nearest lot line ~ ~ DISTANCE TO: ~ O j PERMIT NO. Length of each line Totat len~h ~f lines Trench wid~ Distance between lines ~ ~ ~ No. o~ ~ines ~ ,5- I j. 3 6~ 4~ inc~.~ ~ ~ ~ Top of tile to fioish~grade Material beneath tile Total effec~j~e~absorpt~o~ ~r~a, Q ~ ~. - ~ ~ inches Length Width Depth PERMIT NO, ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area ~ Well Building foundation Nearest lot line ~ DISTANCE TO: ~ Class Depth Driller Distance to lot line PERMIT NO. ~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER ~ ~rel~ PIPE MATERIA~ SOIL TEST ~ATING R EMAR KS - I ~ ~,'~ , APPROVE DATE LEGAL 72-013 (Rev. 3/78) PERMIT NO. [:,EF'RRTMENT OF HERLTH RN[:, ENVIRF~NMENTAL._ FRJTEbTION''- -' ,-,~.- "'L"' STREET., - p - ,~- HN_.HURH~E., BK. 99501 264-4720 ( 890705 ) RPPLICRNT LOCRTION LEGRL JOHN W. WRLLER JOYCE STREET LOT 7R BLOCK 2 COMBS PO BOX 794 ELMENDORF' RFB LOT SIZE 995 ~3-4497 15952 SQURRE FEET TYF'E OF SOIL BBSORPTION SYSTEM IS: DRRINFIELD MRXii'IUI't NI.JHBER OF BE[:,ROOMS = 4 SOIL RRTING (SD FT/'BR)= 206 THE REQUIRED SIZE OF THE SOIL RBSORPTION SYSTEM IS: [:,EF'TH= ~: LE[-~,3 TH= ,:.9 ~_3 F.: R",.-' E L [:, E F' Tt-~= _~=:. : ]'HE LENGTH [:, I MENS I AN IS THE LENGTH (IN FEET::, OF THE TRENCH OR DRRINFIELD. THE [:,EPTH OF R TRENCH AR PIT IS THE [:'ISTRNCE BETWEEN THE S JRFRCE OF THE GROUND RN[:, THE BOTTOM OF THE EXCRVRTION (IN FEET). 'T H E T F~-: E IN C: H L.JJ I [:, T H I S 5. "----'" "--'-'" ~-_--', F E E T. THE GRRVEL [:,EF'TH IS THE MINIMUM DEPTH OF GRFIVEL E:ETWEEN ]"HE OLITFRLL F'IF'E RND THE BOT]"OM OF THE EXCRVRTION ,:;IN FEET). I~:EC-.!Lt I F-.'E[:, :_=;EF"T I C: TRI'-.Ii-::: "--; I ZE= t25,-1'~ 13RLLt-JI'-.I5 PERMIT RPF'LICRNT HRS THE RESPONSIBILITY TO INFORM THIS DEPRRTMENT DURING THE INSTRLLRTION INSPECTIONS OF RNY WELLS RDJRCENT TO THIS PROPERTY RND THE NUMBER OF RESIDENCES THRT THE WELL WILL SERVE. BRCKFILLING OF RNY SYSTEM WITHOUT FINRL INSPECTION RND RPPROVRL BY THIS ~EPRRTMENT WILL BE SUBSEE:T TO PROSECUTION. MINIMUr~ DISTRNCE BETWEEN R WELL RND RNY ON-SITE SEWRGE DISPOSRL SYSTEM IS i00 FEET FOR R PRIVRTE NELL OR i50 TO 200 FEET FROM R PUBLIC WELL DEF'ENDING UPON THE TYPE OF PUBLIC WELL. IrqlNtMUM DISTRNCE FROM R PRIVRTE WELL TO R PRIVRTE SEWER LINE IS 25 FEET RND TO R COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MRY RPPLY. SPECIFICRTIONS RND CONSTRUCTION DIRGRRMS PRE RVRILRBLE TO INSURE PROPER INSTRLLRTION. F'EF-:f-11 T E::-::F' I F.:E$ [:,EC:EI'-IE:EF-: Z::t.. I CERTIFY THRT t: I RM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS RS SET FORTH BY THE MUNICIPRLITY OF RNCHORRGE. 2: i WILL INSTRLL THE SYSTEM IN RCCORDRNCE WITH THE CODES. ~: I UNDERSTRN[:, THRT THE ON-SITE SEWER SYSTEM MRY REQUIRE ENLRRGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THRN 4 BEDROOMS. S I GNE[:,: _~~__ ...... 'PLIC~NT JOHN'W. W~LLER V4. 0 SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST [] PERCOLATION TEST 13 1514 [ ¢1(.1~~ ¢CL~/(~ I. 17 18 19 20 1 72-008 (6/79) ~ DATE PERFORMED: SLOPE SITE PLAN ENCOUNTERED? DEPTH?IF YES, AT WHAT Reading ?o ¢/¢~0 ¢/./~.0 Depth to Water Net Drop PERCOLATION RATE TEST RUN BETWEEN /7 ,/0 ? (minutes/inch) ('a ,FTAND ~/~2"ZFT CERTIFIED BY: DATE: ~ ,~//~..~ b1 8 9 10 77 � • G£ Municipality of Anchorage On-Site Water and Wastewater Program a JUN ® B fi -`.i . x (907) 343-7904 s l Certificate of On-Site Systems Approval 01 6 8 Parcel I.D. 007-143-32 Expiration Date: S et 1 3; .2o1 1. GENERAL INFORMATION: Complete legal description Combs; Block 2, Lot 7A Location (site address) 4348 Joyce Street*Anchorage,AK 99504 Current Property owner(s) Paul&Anna Deguzman Day phone 529-6305 Mailing address Real Estate Agent Rowena Peziangco Day phone 223-8897 2. TYPE OF DWELLING: ❑ Single Family (w/wo ADU) ® Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 5 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual ❑ Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer WaiverNariance request for:f(;gra+2 4o Acini1iikQ-e COMM hSeW?��n-e Distance: �0l 3-6 Received by: Date: COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee $ 5 LP Waiver Fee $ Date of Payment (pig 115 Date of Payment Receipt Number 1507.o 62(.o Receipt Number ✓ COSA# 05C1S1A59 Waiver# 0S 1810 C 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supplyand/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101-Anchorage,Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: 6l-7 18 00000�i„ In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system o'z' OF 4 C ON in accordance with the guidelines and regulations established by the Municipality of Anchorage and ,,. .c.....:... .• S\ industry practices. The reported results describe the condition of the system/s on the date/s of the p .•• ' .V evaluation. Separation distances were measured to readily identifiable features. Hidden defects or O �.►�" encroachments may exist that were not identified during the evaluation. The operational life of all wells i �• , 9 d \ 7*v0 and septic systems depend upon a variety of variables, including but not limited to, soil conditions, / groundwater levels (that may fluctuate during the year), quality of construction (materials and I MI VA workmanship),and the water usage of the family utilizing the system/s. These conditions can vary,and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the ' ••,J "r4 ,,,ss: 7 system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of VC�1, • _ 9 QG the well or septic system. GEG makes no representation whether an alternative well or septic system Vi. b -7 1 'g•' •eco can be installed on the property in the event either of the current systems fail to perform adequately in ‘1 .,,o,..Pa .. \coo the future. The content of this report is for the sole benefit of the person/party that retained g19 b Q PCO f es s�0^Ooa perform the evaluation. Reliance upon the information provided in this report by any other p�t o r A'vC51 ��ppoop. . party (including subsequent property purchasers) is not authorized, nor will it confer tt gal right �i� whatsoever. V `y 01\I-SITE 'c` #AECC884 6. DSD SIGNATURE WATERNA ER z I System #1 Approved for 5 bedrooms W PROGRAM System #2 Approved for bedrooms �c- • /7C-Arr 0.500 Disapproved Conditional approval for bedrooms, with the following stipulations: By: -elite/C1 aut)) Original Certificate Date: (1iu)e 131 .201 E The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist ,X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 10-1a12.doc 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: Combs; Block 2, Lot 7A Parcel ID: 007-143-32 *This is a pit well w/ no drainage system, OK per Tim Ecklund (See attached emails from MOA A. WELL DATA onsite employee Tim Ecklund and Dave Harper w/ Aarow Pump & Well Service) Well type Private If A, B, or C provide PWSID# N/A Well Log (Y/N) No Date completed 1966(?) Sanitary seal (Y/N) *Yes Wires properly protected (Y/N) *Yes Total depth Unk ft. Cased to Unk ft. Casing height (above ground) *12+ in. FROM WELL LOG AT INSPECTION Date of test 5/30/2018 Static water level \14e\\ \-09 ft43.5 ft. 0 Well production / g.p.m. 10.8+ g.p.m. WATER SAMPLE RESULTS: Coliform ND colonies/100 ml. Nitrate 0.483 mg./L. Collected by: GEG. Ltd. Arsenic: <5 ug./L. Date of sample: 5/30/2018 B. SEPTIC/HOLDING TANK DATA AWWU Tank Type/Material 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 Pumper C. ABSORPTION FIELD DATA Date installed Soil rating (g.p.d./ft2or ft2/bdr System type Length ft. Width ft. Gravel below pipe ft. Total depth ft. Eff. absorption -a ft2 Monitoring tube Depression over field Date of adequacy test Results (Pass/Fail) For bedrooms Fluid depth in absor. '.n field before test in. Water added gal. New depth in. Elapsed T.--: min. Final fluid depth in. Absorption rate >= g.p.d. 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 at '• wa er alarm level at in. - •• 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 100'+ Absorption field on lot N/A On adjacent lots 100'+ Public sewer main *33'+ Public sewer manhole/cleanout *90'+ 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: AWWU Building foundation Property line Absorption field Water main Water service line Surface water Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIE ! : I LOT TO: Property line B • foundation Water main Water service lin- Surface water Driveway, parking/vehicle storage • am drain Wells on adjacent lots F. COMMENTS *See attached waiver request _oo�oop,�0 G. ENGINEER'S CERTIFICATION d OF A eN ao�Q� 1 • O I certify that I have determined through field inspections and ':' • �•9 T �O4 review of Municipal records that the above systems are invA �0 conformance with MOA COSA guidelines in effect on this date. 00 - Je- -y Gar ess: Engineer's Printed Name JEFFREY A. GARNESS Q •.I CE 79 vsot Date 6/1/t `6 OODd o� o rofessio�ate' 040000�a #AECC884 (Rev. 11/05) • wcIlf Municipality of Anchorage s C pa f IOlt•Of P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax(907) 343-7997 http://www.muni.orq/Onsite Development Services Department On-Site Water and Wastewater Section **** VARIANCE/WAIVER REVIEW **** Waiver#: OSV181030 COSA#: OSC181259 Permit#: PID#: 007-143-32 Legal Description: Combs Block 2 Lot 7A Engineer: Garness Engineering Group Applicant: Paul &Anna Deguzman Your request for a waiver of the required horizontal separation from the private well to a community sewer line (75 feet) and manhole (100 feet) has been approved. The approved separation distances are 33.0 feet and 90.0 feet, respectively. See engineer's waiver request letter for justifications. This waiver approval only applies to the existing private well on the lot and the portion of community sewer line and the sewer manhole specifically requested in the engineer's waiver request letter. Waiver is Granted: X Waiver is not Granted: Date: /I 3/I8 Approved by: .1.2e-batfurt, Name of Reviewer **** VARIANCE/WAIVER REVIEW **** v�6'1x91077 • • • (�/ � 1_C= ,c,`1 G` � V, ! ,.'-° Municipality of Anchorage ,-°-"•'. •i :. On-Site Water and Wastewater Program a iUN " t•° ` (907) 343-7904 5 A gar Certificate of On-Site Systems Approval 2 �` 01 6 8 6 9 Parcel I.D. 007-143-32 Expiration Date: S eft 13 i .201 1. GENERAL INFORMATION: Complete legal description Combs; Block 2, Lot 7A Location (site address) 4348 Joyce Street*Anchorage,AK 99504 Current Property owner(s) Paul&Anna Deguzman Day phone 529-6305 Mailing address Real Estate Agent Rowena Peziangco Day phone 223-8897 2. TYPE OF DWELLING: ❑ Single Family (w/wo ADU) ® Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 5 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual ❑ Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer El WaiverNariance request for:fru0.4-e. veil 4o Sewer CAD1e- , Co'v1tvi&u i 1y SewefL Distance: 90 n Received by: re) Date: 3 ! i COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 5-A[A, Waiver Fee $ Date of Payment (40/01/5 Date of Payment >• Receipt Number 05-Yo(Q(06 Receipt Number ...--- COSA# COSA# U'5CI$(a59 Waiver# OSfir' 181 0 30 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm: Gamess Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101-Anchorage,Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: 6l hit 8 ,,,0000Nv4 In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system oQ OF ' e%% %in accordance with the guidelines and regulations established by the Municipality of Anchorage and sO� • 9 u industry practices. The reported results describe the condition of the system/s on the date/s of the 0 A evaluation. Separation distances were measured to readily identifiable features. Hidden defects or O "'" V-57 � encroachments may exist that were not identified during the evaluation. The operational life of all wells *••' C/ \ •• t O and septic systems depend upon a variety of variables, including but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and 0 workmanship), and the water usage of the family utilizing the system/s. These conditions can vary,and V. 1 are outside the control of GEG. Satisfactory test results do not guarantee future performance of the A/, %.„1:. r:1MI ss• system/s; therefore, GEG makes no warranty(express or implied) regarding the future performance of Ur1 py9 �� the well or septic system. GEG makes no representation whether an alternative well or septic system U0l s� /� 'g•' .scZG can be installed on the property in the event either of the current systems fail to perform adequately in �4 �, . JJ . <°o the future. The content of this report is for the sole benefit of the person/party that retainedgE �� �Deap'°`essi°�°ate perform the evaluation. Reliance upon the information provided in this report by any other p o r A•vCy ��OpOoo.. party (including subsequent property purchasers) is not authorized, nor will it confer gal right �i:_ whatsoever. r- 7 ON-SI-VE 0 01 #AECC884 6. DSD SIGNATURE WA1ER A ER oz I System #1 Approved for ,5 bedrooms 0j W pR-RAM 2 System #2 Approved for bedrooms a Disapproved �A'ICArr Qs:0\l�C� Conditional approval for bedrooms, with the following stipulations: By: l`diei('ir^A aut-ogOriginal Certificate Date: r/i,coe 13, •70 -1E The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist ,X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 10-10-12.doc 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: Combs; Block 2, Lot 7A Parcel ID: 007-143-32 *This is a pit well w/ no drainage system, OK per Tim Ecklund (See attached emails from MOA A. WELL DATA onsite employee Tim Ecklund and Dave Harper w/ Aarow Pump & Well Service) Well type Private If A, B, or C provide PWSID# N/A Well Log (Y/N) No Date completed 1966(?) Sanitary seal (Y/N) *Yes Wires properly protected (Y/N) *Yes Total depth Unk ft. Cased to Unk ft. Casing height (above ground) *12+ in. FROM WELL LOG AT INSPECTION Date of test 5/30/2018 Static water level *e\\ \-°°' ft. 43.5 ft. ° Well production / g.p.m. 10.8+ g.p.m. WATER SAMPLE RESULTS: Coliform ND colonies/100 ml. Nitrate 0.483 mg./L. Collected by: GEG. Ltd. Arsenic: <5 ug./L. Date of sample: 5/30/2018 B. SEPTIC/HOLDING TANK DATA AWWU Tank Type/Material 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 _ Pumper C. ABSORPTION FIELD DATA Date installed Soil rating (g.p.d./ft2or ft2/bdr System type Length ft. Width ft. Gravel below pipe ft. Total depth ft. Eff. absorption . -a ft2 Monitoring tube Depression over field Date of adequacy test Results (Pass/Fail) For bedrooms Fluid depth in absor. "in field before test in. Water added gal. New depth in. Elapsed T. -: min. Final fluid depth in. Absorption rate >= g.p.d. 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 at .• wa er alarm level at in. 9- •• 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 100'+ Absorption field on lot N/A On adjacent lots 100'+ Public sewer main *33'+ Public sewer manhole/cleanout *90'+ 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: AWWU Building foundation Property line Absorption field Water main Water service line Surface water Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIE i : 1 LOT TO: Property line B . :. • foundation Water main Water service lin- Surface water Driveway, parking/vehicle storage am drain Wells on adjacent lots F. COMMENTS *See attached waiver request 006o4p , C. G. ENGINEER'S CERTIFICATION o OF AF �N o'Q 4 "..ter-Vp I certify that I have determined through field inspections and 9 T �� O�� review of Municipal records that the above systems are in I D conformance with MOA COSA guidelines in effect on this �, II • date. of! .y . Gar ess: 0 Engineer's Printed Name JEFFREY A. GARNESS �Q ss. *./ CE 79 tp� Date )/']/ f $ VDOap o� d �of•esio�a oso�. #AECC884 (Rev. 11/05) Municipality of Anchorage ,,. ,. ` I>cpartcni•nt P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.muni.orq/Onsite Development Services Department On-Site Water and Wastewater Section **** VARIANCE/WAIVER REVIEW **** Waiver#: OSV181030 COSA#: OSC181259 Permit#: PID#: 007-143-32 Legal Description: Combs Block 2 Lot 7A Engineer: Garness Engineering Group Applicant: Paul &Anna Dequzman Your request for a waiver of the required horizontal separation from the private well to a community sewer line (75 feet) and manhole (100 feet) has been approved. The approved separation distances are 33.0 feet and 90.0 feet, respectively. See engineer's waiver request letter for justifications. This waiver approval only applies to the existing private well on the lot and the portion of community sewer line and the sewer manhole specifically requested in the engineer's waiver request letter. Waiver is Granted: X Waiver is not Granted: Date: i 3 i 8 Approved by: Cs%. Ca'G ) Name of Reviewer **** VARIANCE/WAIVER REVIEW **** ., ti. .., , Quanics GARNESS ENGINEERING GROUP, Ltd "`'`Jr"`� ' `J`'»"" . -""' CIVIL&ENVIRONMENTAL ENGINEERS Dealer June 7, 2018 AWS,L4 6>n– v is Municipality of Anchorage c. Development Service Department c t— On-Site Water&Wastewater Program S PG,; S i 2(� el--1-- 4700 l-Z4700 Elmore Road Anchorage, AK 99507 (.4 ° r ,`�`� -�S Ref: Combs; Block 2, Lot 7A -Separation Distance from Private Well to Community Sewer Line To whom it may concern: The existing duplex is served by a private well and AWWU sewer system. Per the as-built survey and existing AWWU record drawings, the well serving the property is located approximately 97 feet from the sewer manhole to the east of the lot, located on 5600 E. 43rd Ave. (T13N, R3W, SEC 26, SW4SW4SW4, PARCEL 4C TUDOR SQUARE 01)and 37 feet from the community sewer line for the property to the north of the lot, located on 5534 E. 43rd Avenue (Combs; Block 2, Lot 8). See attached AWWU record drawings. We are requesting that your department waive the required separation distance of private well to sewer manhole from 100 feet to 90 feet and private well to community sewer service line from 75 feet to 33 feet. Justifications for granting this waiver are as follows: • Per tax records, the subject property was constructed in 1966 and the well is assumed to be drilled the same year (35 years prior to the sewer manhole installation & 39 years prior to community sewer line installation). • This is only a 10% variance from 100 feet to 90 feet. • If sewage were to overflow. it would not flow towards the well and would be noticeable prior to any possible contamination. • Water samples were pulled on 5/30/2018 for Arsenic, Nitrates, and Coliform. The results are summarized as follows • Arsenic: <5 ug/L o Nitrates: 0.483 mg/L • Coliform: Negative We are unaware of,fany adverse impacts this waiver would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. Sinc=rel , c:___ __________„" ill , J;.ffr- '. G-r e P. M.S. Preside 3701 East Tudor Road, Suite 101 *Anchorage.Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com ._SOH SGS Ref.# 1182473001 Client Name Gayness Engineering Group,Ltd Printed DaterTime 06/05/2018 13:04 Project Name1# Combs; Block 2 Lot 7A Collected Date/Time 05/30/2018 10:30 Client Sample!D Combs; Block 2 Lot 7A Received DaterTime 05/30/2018 11:04 Matrix Drinking Water Technical Director Stephen C.Ede Sample Remarks Allowable Prep Analysis Paaneter Results LOQ Units Method Container ID Limits Date Date !nit Metals by ICP/MS Arsenic ND 5.00 ug/L EP200.8 C (<10) 05/31/18 06/04/18 ACF Waters Department Total Nitrate'Nitrite•N 0.483 0.100 mg/L SM214500NO3-F B (<10) 05/30/18 AYC Microbiology Laboratory E.Coli Negative 1 100mL SM21 9223B A 05/30/18 K.W Total Coliform Negative 1 100mL SM21 9223B A 05/30/18 K.W 643ffibs; ,B(ocla_ L 0 4 7A •-••-- . . 1.._.," - . 0 2. i F* ..__—_,LN m N q T„..... r / '7.7.' 1 .,.. ? i (-\ I .'1 14 i e" , \ a• it op 4 i I 0 ,•. .if.. - -,, 1? ' ..,.. ! ) , MOA Elevation Profile / 4 ? Draw a lam across a section of Anchorage to generale an elevation profile Contours are generated horn the LIDAR collected through a cooperative agreement between USGS and the Municipality of Anchorage r ionoraphic Information and Data Center Profile Information courtesy of ESRI MOA USGS Merrick.Janke Young I Municipally of Anchorage.Stale of Alaska Esn,HERE.Gamlen,USGS.EPA NPS.US Census Bureau.US 1:1% CO EAST 43RD AVENUE i h. c co T. - _ — - — - - W 0 W Z 39SEt7 UPON AYViNU'S INTERPRETATION (;r ?, : I i — — — — )ESIGN ENGWEER'S INTENT, THIS PLAN APPRUVA1 W I I LOT 8 L„, I S TO ENSURE-MAT THE FLANS WERE DESIGNeD TC 1 I ( \wwtrs sTAKOARDs AND THE SIONEE IS NOr Z _CABLE FOR ANY ERRORS OP4SSIONS. < ! I J \ I I I APPARTM£NTS I APPROVED FOR CONSTRUCTION a 1 I I 30 By Anchorage Water and Was tar .I , I 12 I-•-ctste ��fl�6Y• : ./� / . a. ant WO rILOT 7A ell W Q iRO R ic=izaI Ig I !i . •• G i SERVICE CONNECTION ELEV. I ° AT PROPERTY LINE = 233.4' FINISH GRADE ELEVATION-72410' ' I I a I 0 67 L.F. 4" D.L P. SHED G INSTALL 90 DEG. BEND MINIMUM SLOPE= 0.13 ' e 2 INCH INSULATION 10 10' w w G I 80 L.F. 4" D.I.P. I MIN/MUM SLOPE= 0.03 Q I 22 DEGREE BENDS ABANDON EXISTING SEPTIC SYSTEM PER MASS 50.11 REQUIREMENTS •\k:. NOTE: IF GAS LINE IS IN CON" CT `A WITH PROPOSED S ER, 151 LF. 4" D.I.P. 0 V/ I I RELOCATE GAS NE . Sr: 0.07 0) I I 10' MIN. i I Q I I OFFICE BUILDING 22 DEGREE BEND L D T 1 A S .♦o++waaa%R+ _ \ G 1 - - - - :� P� EgS�,ojoo • SS MN RIM ELEV.= 231.5' CONNECT TO SEWER : '' 4 9th 1 * 4� MANN AT STA. 3+94 / / 4 )''1` INVERT ELEVATION 222.86' (�." ,<J Ltd TUDOR ROAD ��.: LA S SPURKLAND .=1..., � �I�r�jo. No. CE-//11500 .�' '• 25 0 25 50 75 100 125 150 Qc0000L 77 ! • ��t�MPRorESS14,,:•` SCALE' 1' = 50 FT. 1 ��1�rw+o+ EQ$ - 07- COI SPURKLAND ENGINEERING LOT 7A BLOCK 2 COMBS S/D SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE ANCH. AK. 99501 4348 JOYCE STREET DATE: APRIL 16, 2007 (907) 279-3916 JERRY WERRE SHEET2/3 GRID:1738 I PID # 007-143-32 COMBSB2L741.DWG velope ID. 49FEDCF9-FF4B-4C97-9A39-26E47ECA6D2D • ; 907 522 7021 ; Jan-2-07 1 :53PM; Page 1/2 V".""---1".. el i4 mom i•f 1111 ' �� I G.ds 24! it . . QN. t .0. .i . , 23f ' �") k 1 1 .1 M ;._01V t.. .. ; . vti I It , 4:. .*1 i ' k to t t 5 x t 1 As -.......411,---,t_miiibunat ._44.16.....ib..64 OAST AS4.32' , lII r Prepared by ASE CT- Robert E. Johns, . & Assoc....''of Professional Land,.. r NM oR� sminallmollom ¢ T /„� �irt loch 1 w r 30' � mat rue Ma -1Mi4IMILh � "' JD.*tow)/; 01401111bplx UR ftlmiNf %lamS ,.. ;.', fit. r — 4- Sac A11-4111.T ' 4 —5 12=15-06 1738 lijing _ 6424 igt is ~AlirNytNtML LOT7A.HTWK2 ONY Y Tint - , Combo Subdivision IMP 411-1111L7 /11,411IL* • sr MOW 'M a' wawa ,01eu-r GO.....mat... s ...1su.r,er o •-••.• Imo Mot 00810 AMMO UV. are II illoPoulllaire of OW retrml oft C+.+ift. 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AI . -! • 1 1.4.41e.VL NFORMATION AND DATA CONTAINED ON THIS DOCUMENT •�.._.. —.,•�•••�•••�.—. 0000�•'�• _•'�.• •'•�••�••'�•" MUNICIPALITY NOT TO BE CONSIDERED ACCURATE ARD TME .,r1 S NO LIABILITY li G7;17�' �) F, ..u=�.. _ R?1 l4 _- FOR DAMAGES OCOUR0IO AAS A�RESEULT OF 05*90 �{r•,„ (4.4., 11 I- THIS DOCUMENT.FOR TME LATEST AND MOST UP TO DATE INFORl.An-.. SS 0,0.0`0 � ANCHORAGE YOU NATER ME U URGED WASTEWATER CALL UTILITY }J "" T AT (907)54.2725 BEFORE STARTING OPERATIONS. ,. 'SW 1837 SW 1838 TSW 1839'– i i Wastewater Collection System Grid Number SW1738 1 I o // SEWER INSTALL NOTES `a ,� • � - Dgl�v 1 i r 7 r yp g"pl (p) - o I /� =` '4" 90' SALT L ! --- — — _��_�Z—��� 1. EXISTING CUSTOMERS SHALL BE NOTIFIED m,.2e23�� �•�5 T#- *6G,-3 t V.UC— ---- ---.7.-..-- — SEVENTY-TWO (72) HOURS IN ADVANCE OF SAKI-ARY 4 IINV- . ' 34,97')'(SEWER SERV. CONN. `- -- SEWER SERVICE NTERRUPTION. TYE CONTRACTOR SI-A....1 �'r. BE RESPONSIBLE TC PROVIDE TEMPORARY SANITARY .,..1.� .__ y�ro•S�• _ __ L� - — _ \ - SEWER SERVICE TO THE EXISTFNG CUSTOMERS IF DEEMED N s+'0 j 4" ,. •,.,, '' )1'22.98'A\ 72.42' T in In r C� NECESSARY. T. ` ' 4 c L 0 2 S� I 1 I 2. ALL SANITARY SEWER MAINS SHALL dE CLASS 5C, �,j + I in 3'10 I I , _ 2I1 ' DUCTILE IRON ARCTIC INSULATED PIPE. . `! r NI .•• �� ®10+79.5 98. • v,+ r1 1 3. SANITARY SEWER SERVICES SHALL HF 4" DP ,;NL=S' CU -��'`�� 7 STA: 1 : S r NOTED ON PLANS WITH A MINIMUM SLOPE FOR 6-- NC11 a -.Milk' .� • 1411V ' 1 SERVICES TO BE 1R AND FOR 4-INCH SERVICES TO 11-. . �j \4 ►' I'�79.6 WATER MAJN X'G • r ' s' l__„J I 4. SANITARY SEWER SERVICES SHALL. HE f'I ACED NO IOV813S '44 ` 4.IN�(aa?3542,235.4'S �I• �w j I CLOSER THAN: 15 FEET HORIZONTALLY MEASURED TO ,OZ I ® "+ WAR IA ATN �� r ANY FIRE HYDRANT OR FIRE HYDRANT _E G; 10 FEE 1- - TOP EL--23T.29' ! l ,0,.,_ \�( HORIZONTALLY MEASURED To ANY WATER MAIN, WATER ► • El 2 62'*• M SERVICE, STORM SEWER. 'OOTING DRAIN, STREET LICH I, MI TRANSFORMER PAD, ELECTRICAL/TELEPHONE/CABLE 18' t2 •' s BOX; AND 5 FEET HORIZONTALLY MEASURED TO ANY it"" • WI ' W I(,S' 4„e i r--, SIDE LOT LINE. +. "�„N�•L . I N I N 5. ALL BEDDING SHALL BE CLASS 'C'. :YEN^ .• - ." A • P. 0IN o .�. _ o T�t 6. SEWER MAIN AND SERVICE TRENCHES AND BEDDIhC 4 /J /, SHALL BE COMPACTED TO 95% OF MAXIMUM DENS TY. �. . _ 1 v I. I I 20 0 SETBACK )` T - I1 t ' 10' UTILITY ILII / �IESMT __. .._ ._ •ZYZL M,00,00.00N A, - 7-- -`-- I i SITE PLAN SCALE: 1"=20' I I I ® Z <1 i "4 A I A. . I It + c� sT11E>ET •IT I I I ! 1 ,./ I STA 4•32.3 I4,* H STA 1.00.0 0 4.10YCE1 ^ I c !J :l�t1 CL ELEV.1242.4? J QQy� M26ll7 f,3rd y " -4•117A 16.4843 1iT1EETt IG.sw; sm.. / .. "tier- Ltd— � -- - U C. LEV. 220.7? [sly. 14 os _ ilks sew. asss --.1_ / It 5 illhk i lir L.. ..... _ _ ........ 4. _-rte. �. o o b �-' � 1 \ I S - -9.--a---—1119---/--- i { i - - — IGt — — NSEE /� i I 1- - - - -- ST t - - { t H c ar i �1 1 1 / r---t r---' r--J- r..‘ i \ , li • , _ \ 1 L It I 1 ' N /i \ 1 UNI Ni74 A!� 1114054.11466 t alT 7 OMIT S I I �) �� _$ - t.•.�� sir's21+41& 7 (WA A v I I.+. 1, V 19 =q A) I y so' RADIUS .UsuC ,- ,1 `,\-'- - r d — ./.611�w If M 1% �JSE EASEIMENT -. -. -; �/ i 00.0 l rt •__:i I 1 ALL SSMi.,2` 3 I ;_jj. ( — __ 3 7 LF SS -• 9' DIP �N'37"05'1` , — Tr l= -- STA 30.25.37 4P'PE� I I l�xt Mi fe kolcoSt on I t [ t(1"5 ,� 20'TE i� . e�1 Ai itp. �..ick �� ' ' STA 30.29.37 [WATER) -1QAT HORSESHOE MANHOLE t q`N a NT 6.S STA 17.50.16 (STREET) 22.1'LT ` I e�SubSec� weU ` �. I 1 x . I C 1 , ' ' I v � I { UNIT 9 UMT 10 yNltT M UFNT i2 VIN? 13 {jWtT t.t< UNIT lS UNiT 16 1 0 � o� / � I s�oo'' RA01Us 1 1 f 1 I Af rox`{vate / caf-` ! ( ausuc usE 1 ASL 4 I 1 OleTALL b!1,TyLT .. _ _ �, Allialli"r-iMaINNIMalln • id=1 -r1=. 1 1 -. X > I 5� 1 I 3 �,q `�k*- .40''''' '.&-.).• !"%•`. -_1;`-- 1 q' TElCOmkI 1 !O• UTUTY EASEMtN/ A a 1 a eat EA 1 ti m o+ N �, N n N { S N N Y 1 I` 1` 11 . r` ,, I I I j ; a' SANITARY EASEIMEIIT 1 1 IVO H. •. I I I ._J I tnsr� ss� ♦/ 1 1 RLI ♦/ I I 1 ow [l[v. )l5ir I I E .w, 203 3.4 10' TELECOM. I ELEC. EAREI EDIT I M *v 203 3.4 _jCOMr(C11 .,•. 4 1 r r♦ 1 s 1 1 II. 1 i♦ t► 1 11 1 _ '. 1 IN41 11 1s 1 {�•. 11 11k1 _1 L — _ _ _ L I 4...0 1 • 1 I I 1 / lel F1 I -----Ix -- --UE - - 'UG -"-.'UC •V� UG'_ --=17- G -r="' - - • irk - - Fl r��� - - --- fit =-d- -�� UG P- ss ss -e- Ss • SS Ss ss ss ss- -6- SS ss-- TS11 'swuuasr-. t r----s w V--- --1 CRAT - � r 41":",--,,____-_ ELEV. 233.!4' . 4 ujj� 1 r --1 T -1 T , T r T r -A r -1 TUDOR COURT '� I I I i t 1 1 I I 1t •v�fiF` s I ti W a tM(�) f SEWER INSTALL NOTES LEGEND (PLAN VIEW) • I $ /I (,`,p`.,' �Z `mac In • 4'90'SArL�+ t t - �� 1. EXISTING CUSTOMERS SHALL BE NOTIFIED 7. THE CONTRACTOR SHALL RELOCATE ANY EXISTING PROPOSED in ----- I J I 2 ` ••-� -TA�L+b6,4§69:6 JC - -- --- SEVENTY-TWO(72) HOURS IN ADVANCE OF SANITARY SEWER SERVICE CONNECTIONS INSTALLED WITH N 9 I I / 4 INV .• ' 34.97' SEWER SERV. CONN. -- SEWER SERVICE INTERRUPTION. THE CONTRACTOR SHALL LESS THAN MINIMUM STANDARD MEASURED SANITARY SEWER MANHOLE - �. CO o I INN. !1 < BE RESPONSIBLE TO PROVIDE TEMPORARY SANITARY DISTANCES PRIOR TO FINAL ACCEPTANCE BY 0 STORM DRAIN MANHOLE I + I �' � ""'•' _h SEWER SERVICE TO THE EXISTING CUSTOMERS IF DEEMED Ate• __ °TM ee I II I ,S j4 .9 �''' Y 22.96' '. 7. Into T NECESSARY. I� .'] STORM DRAIN CATCH BASIN MANHOLE � • ANY I t •� G \li 2. ALL SANITARY SEWER MAINS SHALL BE CLASS 50, 8. LOCATIONS OF EXISTING SEWER SERVICES CO® +_co EXISTING AND PROPOSED CLEANOUT ■•I_tem. 4 _ W I 11 I � I iii"����� DUCTILE IRON ARCTIC INSULATED PIPE. ARE BASED ON AS-BUIITS AND SERVICE STORM DRAIN CATCH BASIN F. t it :. (/j ,tiwiiiiit 0. CONNECT RECORDS. THE CONTRACTOR SHALL __ AN. h• 8'• 79.5 98.36'1 3. SANITARY SEWER SERVICES SHALL BE 4"DIP UNLESS VERIFY THE LOCATION OF ALL UTILITIES PRIOR I! STA: 41,0.3:1 NOTED ON PLANS WITH A.MINIMUM SLOPE FOR 6-INCH a a` SANITARY SEWER CONNECT lai I I I o �' TO EXCAVATION, AND SHALL CALL FOR U71UTY ■©�� Z g L _ �1Y` u _ f SERVICES TO BE 1%AND FOR 4-INCH SERVICES TO BE 2R. LOCATES A MINIMUM OF TWO(2)DAYS v r STREET SIGN ���..�� isi 179.5 WAA R MAN X' r 1-- I 4. SANITARY SEWER SERVICES SHALL BE PLACED NO (EXCLUDING NON-WORKING DAYS)PRIOR TO ,« __,•- $WALE I♦■ 4," Y1- COMMENCEMENT OF ANY EXCAVATION, XOYBL3S 4 TNR( ' :.235.4 i• ...1.:i. 'I I CLOSER THAN: 15 FEET HORIZONTALLY MEASURED TO -A.- DRAINAGE ARROW - �--,Oz - 43 7 WATER-LAIN y �� ANY FIRE HYDRANT OR FIRE HYDRANT LEG; 10 FEET . t PROJEC TOP.EL=231'29'A. ]! I I V 1 �.r1 HORIZONTALLY MEASURED TO ANY WATER MAIN, WATER 0174-A TEST HOLE LOCATION VICINITY LAP LOCATO S LII •.4 ;i 1; A •23 62'' '• 1 t.x �1 SERVICE, STORM SEWER. FOOTING DRAIN, STREET LIGHT, Eb - (\2 ® SURVEY MONUMENT 1•.naLE GR10:1738 • -1 •'1� f TRANSFORMER PAD, ELECTRICAL/TELEPHONE/CAGE - - 3 • 1-18' 12 - I-' BOX: AND 5 FEET HORIZONTALLY MEASURED TO ANY - - EASEMENT LINE ui N. I'. x clg o w 'x SIDE LOT UNE. RIGHT-OF-WAY SEWER 1 =3O o•. _ C I oV . n gl� 5. ALL BEDDING SHALL BE CLASS'C'. - - PROPERTY I .0 ���JJJJ��,� $ ___m-- __ UNDERGROUND ELECTRICAL T L-- .J' bIN ]"/1 I-� 6. SEWER MAIN AND SERVICE TRENCHES AND BEDDING ---0E__. � - °° • I•--' �p5- \J 1 SHALL BE COMPACTED'TO 95%OF MAXIMUM DENSITY. tip I •- •�I q I,,,I,.1 ZI - -UT- - UO DERGROU D TELEPHONE .j l a'I 1''< r SECT I , • I -'-' -N- - UNDERGROUND TELEVISION Icy e>, i i>•TION - . I F. I1-....,.......i - -G- - UNDERGROUND GAS e'_ - yW -9- WATERLINE 0° 1157 -, \.•,-II - 11_25 I`�r -{ SS 45 SANITARY NEWER LINE �a \ -SD STORM DRAIN UNE m y° 1. °9 9` g6 ,en I I Z+ YI POWER POLE. LIGHT POLE. GUY POLE "I' y°: '8348 I 20' HYDRANT ' LAai r . SETBACK I j >11 U D4 H VALVE OR KEY BOX 1' ° �• o unuTY 1 e". I RESMT ,z>zL M•00,0000N _ _ __ _-�_ LEGEND (PROFILE VIEW) - ,,' I SITE PLAN EXISTING PROPOSED -�Sas o .r, 3593 SCALE: 1"=20' - CENTERUNE I ._ ZZ ___ PROPERTY UNE ' ® 3 ® - GRADE RIGHT-OF-WAY V?• u 0 _,- Z. 'at - - LIMITS OF EXCAVATION BENCH 66: DESCRIPTION z �y _ _.M 0 1 I I I PIPE GAAS 66: ELEvnnaN z3ata V , r,:-:i 2-•o .: , = 0.0 0z o.o1oz OOF�PIPEAT CENTERLINE REFERENCE c 11 0KND ENGINEERING, INC., COMBS MANOR, ►I�l MANHOLE 1 OF 1,ASB4/9/03. •.. - II • , _ O BESSE ENGINEERING. TUDOR SOUARE - .N-- w o,8 2 a co t0= ne CONDOMINIUMS.C-4.ASB 7/18/05. •` 1 1 ~_- -E -CLEAN-OUT I it 3 \.....-- rSv� ��� 7,•• "I• _.-_..-.- IIIIIEEL CAP_ m ' ' 9-e PROPOSED 1 1< 2 o w I 1.'1 GRADE V, V. ffi G �^ .- ♦ ♦� 4m DPO_ aN'.a1I=M'd [1\4•WYE- 1ti_g - d ELEVATION 1-22.5•TO 45' ,. BEND ------ r177IMIIIIMIMIIIj .... Et nERGROJND I oozx � :,,;:,,,,<,.4;_..•..4$,q si RECORD DRAWING`sa-- I 4 4r.•; 4e DP O 2S_.4.- .4,:,4, •vAIMIIMIll.IIMINI1101111111'IBM) ) f_.4' 1. DATA PROVIDED A C"9:2-415-- +7&� I '_ FART OF SEIKR EXTENSOR} Kg"5' .,R BY:L Fisk STA t?+6a I I _ _ _. ''Ot..%ct,'T AIM �`.- ( SQL 05-04• 'PLAN VIEW and will accurate to certifynMot three RECORD DRAWINGS ore 0 true P and otturate resentatKK1 of the project as calstrueted. EXTENSION ,,, m SECTION A CONT R. McLInn Contractor.Inc (PSI!: 05-043) _.. ,-� --______._ • BY:�..•vit Y7✓1= . TIRE: President O SEWER SERVICE CONNECTION DETAIL(TYP.) 2. DATA TRANSFERRED a"TE -x'04 _ MUA SU-1S SCALE:N.T.S. BY: RnrkV Morris - - -- 8"DI WATER COMPANY: KD ENGINEERING,INC. DATE 1/41/04 m rSS MAIN(E) --- 3. DATA TRANSFER CHECKED -- Bos•d on periodic field observations by the Engineer(or on 0-00 0-20 0-40 0-60 0--80 1+00 individual unser his/her direct supervision),the Contractor-provided data cppeare to represent the project as constructed. SEWER SERVICE LOT 8 __ BY: Kenneth M. Duffus P.F. SCALE: 1052 "=20 / VERT 1"-2 COMPANY: KND EN I RING INC. PROPERTY PERtmentts,l Ltd. ABY: ,� TE: APlreefbr / SEWER SERVICE CONNECTION CHART 0 2 3 20441 Ptarmigan BLVD. /tet NOTE:SEWER SERVICE UNE INSTALLATION DATA Cw'RT PER DCPM 21.06.02-4. OFTSO'S FROM Ii___ I lel 1 Eagle River, AK. 99577 BLOCK LOT STATION I PIPE PIPE INV EL INV EL LENGTHROP C M OF SLOPE PERTY CORLIFRS GRAPHICS SCALE (907) 698-6111 REIMBURSABLE WATER: 540-0000004030 AT MAIN SIZE TWEAIN 0 PLPIPE(LF) TO MAIN W E SCALE:T•-20' - REIMBURSABLE SEWER: 550-0000004031 2 8 OT7s6& 1 4" DIP 23494: 23643: 3?,69:_ 2% `5., - 24x36 FULL SCALE Kenneth M. , Pres. ® 234.97' 23629' 98.35' 22.96' 12x18 HALF SCALE AWWU PS#: 05-119 S:\KND Engineering\2005 Jobs\05-061 Combe\dwg\05061 COMBS L3 WS PP ASB.dwg 6tMAY I7&Y Al LOCA77ON 6!E'Y. T./ �.-wr TA S^ B6Tr 11412!' OSSL7P/P7TON T BY END V ��F,OF AZ 111 C0/416 tu.boivision - .Amoy ads: :MIENGINEERING,INC i� 1-'IWO 20441 PTARMIGAN BLVD. of�49Ili •'*I oc2 Lot 8- STAA7AV "NW= o« EAGLE RIVER, AK 99577-8736 SEWERIMPROVEMENTS CDVIRKSOR c - �r&ioe/Og1S-9UDT PER CONSTRUCTION REDLINES AT[BD NOTES r� =--- -I +,`� V"`,�� SEWER SERVICE CONNECTION sues L-zo' rx rctao er ®e awe/BY ram 3 4 CONS/WC/MN BECOROI VERYYCIL BATE/M PLANCN6C7Y - REVISIONS 1907_1696-6111/FAX (907)696-8111 '''! sews Jam L--0 L BY land _Mr ,a,„/� -Sf�'tT ar liI =s or • I I I Z •1`�. -./L LL VLI`I V , ALL talKTwuCTlor YNLi K wtT4�ID[OI Af iKCr/D«M IS •'c I. y • 1:}pLqn :� • •,1: 30 1 •/its ■ n.1.0005 L101QI SSR 1 I Q 1 ! MOORED 06M nor W■r1ALT•or AMOK.Ma SIAM/AO SPECIIOA7O S PM= ..l_omala 1� 7 ■') - .- Q.nLV.�s.e.a I �_ iTi�20 lana aw.+v i !...• ..� / , fres- -E}rs-- Pew.«..:...R.wr . f o.+., „�- -Ili[[[ ^rare---_- n 6[r 1216,*r' ! ;-.it r:' trey- -♦�- nil rr rr r.rear t 5020 20Cv s+17r SHALL KEEP PECO TEED AITIJnor Pett!or , 3 -'` e �- 'i , ' w Ws.w ' 4 -- ar Ar•!/ / ••••-••- • _w_�_ our.R MIK w 19KT5UCTm ARNOKIENrt NO ERC011rTER[D YlT JTIa VIII 3 �: r u =/ �- . -W ' jy T Ibi.: , �'r VA 1 - ` �_ y�L- - • o ..a..s Sloe ]. !rut.*woof 05120U n PROPERTY re tsTw •CONDTKINIL ,L. u ',._ . ,v •�ic ' :... iI -f - -�- I , 1 • ❑ relw sw. a. COIRRKTOR srWl r[1rr M IdRR01fT4 YD v(50110 LouT100 I' fl_' T - -- - - ' I ,----- K o w.v of AL1[NCe1RrrR[D~nu N M MESA A O NEtwO AN ,,1 • '` T r , I °main OR CONTRACTOR FROM MAWNK. , '�-�'uT IPF�_• 1<_ roc 1- - td' - , ' - _-_.- _ •- R I \\ ■ w al a oa'. N CRC•a$)rf.a.O13 AOAST Nu; IINONARII SAAR fa C;' ' !`� • fJ,.'`•I ,;� • I'., T I " - \ I Off+ ......R, S. M owEIR of M MULCT Q NON!(CONSTRUCTOR.•10_,N.VEST 130 OAS _ . w •"S IV; h�; sr wear ' I r ' • - -- ..-...•,, - I. ' oto( ��� I I Ey (ren Nu AIDIOINDE.KAMA MS01. -; _ =N Imo• i RT - Y . * * sow Lon Nu 7. ALL GP.C►ARD A►RNtt1YRC[f Doti K WRAPPED Nolo A LA7411 'r 7 0 N = tie•.L.Ear :IL, I I r r2 `Di d T T usT• r•A +; 55.Mr+120* ,0 ORT LN a• M02ECT I` 11 I I I I I I ,� \ ;'1•-1»� ..�-La.-- umaa..\LAM w a POLYETHYLENE ENCASEr[5T NAT[RUL AS PER SECTION 4.07 or rAff. 4111 �� aNZe u,•/ . • ■■ T ■ I,6. f� }j _ NLO•a I I • •`♦ ►/ -IRS �--FYI-- IA20Fwa•.YRwa• a NANTAN IIIPA20 IO FUT IOR0004 AAD LO RET MGM.SEPARATOR. • H1 I I I "rte--• I 11 "111,- � !f �•13 ��e - I r + ...� - -'k'S • -- kroperare naves wo...o nam awl*Mb wan"wan SCALE. I- . I use ORA 1736 - ! I 10. _ _ �'JL I A \ -`-- Dr��TU MANS NO f[RVKLS. YD SUM=MD Vow MANE AND 71018 +U I I, *• - F 1 HORSESHOE Ilr1N110LE --~R'- --_-r-- ' 'o�� a CLASS•C'1[00«6«tT4LID AS PER SECTION 20.07 Or Wtf SHALL K 4 I I -p _- -3 /. if CL ES 00 r ro,, IM'3�0�- - - - - • J �N NEOYwED POR ALL.ATE(MID IOWIC[COMMON TRENDED M TRENCH ,•-.T• u- . I I I C n •� •1 _r, , - S A 10-29-37 (WATERT R ID Loa..®•. 1491 RL Ma leal:A•S MATERIAL SMALL OE COIIACT[L TO qE was ..•;SL.. e.� c•.r 1 y S P' D I•sti �N DENSITY.ALL TROIOES PALL K CONSTRUCTED TED N ACCORDANCE urn sTAROAND �• /.: �Z I I /� I 7. STA nao1• a l Rex.n 22nT 1 ��._�• 0 1 I I-I O[T.L.N.20-ML �. • "' ;�•' I�• ! l I �•� ,ar f',IAP O 1510•IMT 121too Glow r Ha- AI N.T IO ,- - 1N..1.♦m Naa-, O. WATER f[RVKES WALL K FOR IRIITIFA* USE AIO!gal K r TTP[IC- • `;•N. - I I I •' - 1 - - s_ N' carrot mamma O•IA�Rr COWIN ovER SERa10Es l - r+ I I! I EWc R I -• altTlll Baal 3 a WE SART/RI SEW"CLID OU7$WW1 SE INSTALLED S OUTS=of M t ''1Y; NM I I I l 1 ,AmE sa415 : -me 6,1. R Is 001/047101 w4L$ I ;, sw a r .. I II .\' ^-�-+ 91T�-'- _ A $95.82(STREET) 40.117 0 magma Ra r r aONre O ALL.ATG MACRE Pull•[0.41$32 ONCTl[NOR M[.ALL SANT/Hay �1�.se..wi1'1 r-• I ' 1 7A __ ��� -`.� / STA saoao�E7 SENOR MANS WALL•[620E•o oucnE PON PPE J 3; 1 1 - .� O. WArr7w A L•0820 a TEN FEET OF COVER.acANREO VEIMALLr.A•OVEIIII 7•i%::« 116• R 1 11 I I I I - - - -4 3 --'0‘1.---! -LeI ,y�.� ' - ms's / 1 'O•TU STMMCZ allot 71E RATER PAN MO WATER SERVC5E3 AT Au FONTS. ' -- I .I I LF 0 ah• jiii. / L /FINAL GRADE M. VA«TAN A NMN 732017.50 IMO NOTES Or VERTICAL SEPARATION SETTKE1 ' ,I I IN = 5O ® a' 1� 1 0 / + 417 STORM SEWER 1STORr DRAM M 000TM Wail MO WATERLINE IMAMS M w7*57!1.167 rRo•ESI III T•.eeo- 1 I 1 a Tticc20•A I I SH. ':-,:'.1 •,11 `t .... sGv10EA M SANITARY SEVER PANS oR SERVICE.0.r TI.e17.w 1x1 Nass + 1,,,,,,,..,,,,,. . .,.„. ,„:: , , , , ,1 eANO7 IC MANTAR[D.1MIOVOE A M04.61 a soCN la)NaE1 M4LATIOIIII + III I [uc tA1ELO/T III ar YRS1•I7[� roU1pA71pN 4 CONTRACTOR TO PROVIDE A INITIAY a<7i IHDIR tOVANC[NOM[t0 OOftta I II ! IIR . 12 ] .. 1: �• RII + Dor i *6.0 DRTOAKRf.Aro Ao AW WY FRD s[RVKEf SECTIO)00 WT WATER j g I OVTAKS.r WATER*Ir a's ARE MAIER TIAN 5 TOPS.M CONTRACTORtT1T'•-'-- ' • - i I, 1 I-. " I iI I I j I ; i3Iy S �j 3i1. I I w2TART lla�[A■oOEr Jo11E,RGL aMA0(5420"Aro WA TER aE'a r*167 P 80TIC 10 rO0 7 0ING 5 R7 'i'iALP" ' �•I I J _ j / I I I mesa �,- } c,v o Sr57d I AL1 NEED TO I 611570 m TOM ALASKA OVMTIE1rt Ce. "' w tau A 9 [.,,■RaaE1TAL CORDGV.TrN FOR REY[7R..O.RrTTE,I...(Ort. =;:�:- , ;,.,� 'aR•NT7/� r. NO P![LER•m LEfs nag EP?CIT!HALL•[IICOR►01ATED N M RAT( rs 1 I i-I 1 r.L.I 1 P 1 I... I 1 L.--w- ---_-�O♦11565(6•6R R =1 , -7-'1=_-. T� ,• •1 1 '-'16)); " -1:16--I-.-w-,173- s • I _'_'__,,,._ .� .. _. .. .. ...• - /.J w r -_,,,, TYPICAL WA HCR SERVICE EXCEPT`ORRtOV4L FOR PERE 300(7171 ON vAL) LOCATORS . ..' 11-7, `�/I� . I ::►t 1 11 ALF 1`.1; 111 - event REfTRAREO RT1 FOLD LOPE MSRRf ION EOWII ON R<oALYt _: uG 1_ + _ C lccpT T+.oK NECESSARY •••r ¢- tI AJ I • . I 1♦I. • ALRT.S. .L, Y`•ry.vc.la"'� 1 ' -ea- f1----------fa- S1- M Sf S•------5- Y a a - n DTP ANTS NLL•E ADJUSTED TO F«AL MADE■r AM1N!CIS.050 NS AND .. y� oRAPMC SCALE r.so• WYIttN.*IC1 116 20 PERSONNEL w A REMIR004 1154.PROVO(AMNO♦ p.` , TNI MOW,--T _ _ _ _ IlI- _ _ _ - _ - _ a• •>•�� �� LNRARI.•HOUR IIOTr14TON N AOVANEE TO fDKOULM ADAaTIE1Rs OF -.S `�: •�•��•- •1 l•.L Rev.Mgr -��-. rR IIS THE FRE IMPLANTS o- 'TUDOR" RQAD -{� _ -= s - - o so loo leo ' WATER 11111510535•5 New.--- 911114 T - 1 - TT T T T _- -- - - --Y T- - T- -T --r A r T f 1 r T T T T T r 1 r T r T r ; a°`� T:i • TUDOR SQUARE COURT ' " _ 50} IH0R11 PRIVATE WATER SEWER N • W �' •= S' (VERT.) f 1 1 1 I I I,250 .»a? ,ZXQ 25Q $ i AS'a8L41cT 1 I JN W. N� !C'S 200 i 4.QD N S rR,U C //�J\ N QCs' a/� 5(RAL$ '1 ' !_Y_=_!_____• _ N.. T' rK�T_�-T____ _T•-__-�_T` TT r T 7 Ti245 1 T 1 r T T-' T T T / I , CI? ; �� ( -E�T.CROWD 1'•RT.Or CL ' blo , y _ i ARlf.--J----�___-• J a -. L i- L •......‘ ♦ - J 1 /�--_- • �•_ �• _ J __JM4T. L Q_--i___ _-L - 1 Ll _; �ATa. i A 1 �a 240: A Ci - . I 1 1 N N �g'R• p$it Z [asT.oalpas.LT.or4. taut $k a ' - - .`d • I X35__ i - a e --T r T T__2 51 0235 -T 64- -• • Ebp ,I '� . 2351 --------- T T T T_ _ g--_ a o RST, T T ; 1 20.u. :a j W 1= - 1 CALL BEFORE YOU DIC C • • --- F tt4:0" wa .�gj• �+• , yW, tp pde i• f.ori.�.+1..N wl�w.,/.r MO n e .i -.a"a l b v I T. ./ 1 a 4 R- 2�~� LOCATE TE cHu rnnoR "'276-3121 t^//1 (� To. -� _T3�-- -- ----J- L M N 4G a. -a ,_ • /♦ . J 239-. 230 J i w' _ �1 --a -2 r J Q.. lnail.l✓.1.N.SM+1wN.N T `{� STATE STOW/STREET UD1R 333-2411 • ,�}1wG•� ��w��• ,J.JSo w r i Ny O N i<.~il p [ASI.MDIRO AT 0. v ` ' �6,_y `•;lei INITARY PETROLEUM UNES 162-1112 + k ^ _ Y�-5IW MST cpalo IS LT lir a �• 223 ( __ �� i»»i " r?25__, "1. wy �WJNi:NW3 t r `°R ALA. -225 T-- - - - blued _- ___- _. - Db �F 1 T T --0 - 1 - - -T- - L ► r� T'_ V 7`11 1 1 �N_, - 'R- ‘lit T ••; �' 3. T li Lit i � .►.s' I 1 I_C Nd LN. L:d _ 2.1d 3 _- ammo raw •1i S N�N� �� d d �; : L a a:d L 22QA 22Q -- -= y- .. S. •im 220 I {{ ,I 33 1 � 3�4 - ..- ,4. 2�Sj_ i I " ; mss (LNC �__ ___ -_-T____ _,__ __i T ♦ i T T •1 1�' T 1 T- tr..-W ___ .. -T T.._�.a- _-__7__-- ___r- 215 r ; •r- ; 1 N a:WCa CAUTION! dLCd /• 1R••0lrrlreTrTasa EXISTING STING UnUTY LOCATORS I 1 • I ARE APPROXIMATE. I 'c 21 caNTaACTaR SHALL VERIFY L21S2 J L L� l- __ A 1 L y__ •�' ____ ALL 1171117 LOCATIONS • 0 PS_O 0_� � PRIOR TO CONSIRucnoN .205 T-1515 11�u 20 05 �.,:rE - - 7 , a - .w... -_ 1 ♦ T $- Tz mmo 1{ PFojik iRoo=o+w- 2 5 . I --_i--- -.w-Iw , AVV1M1 Project Reimbursable/Sip-pE000000l3 • • • • I/1 1/M, I 1 I ' ' _. 1 L 1 l�•3Eo- :70_Q • J .._L________J--___ _--.__- _ '_ _-_ • _L________L___. L 200 :200 J L J 1 • • L A 1 J_ 1 15.00 16.00 17.00 15.00 11.00 20.00 41.00 22.00 23.00 20.00 26.00 27.00 26.00 79.00 30.00 FEL0 NOOKS TOM LOCATION ELEV. DATA gg DATA p_ON REV DATE DESOR.TION I ST SANITARY SEWER IMPROVEMENTS as. •00-N GNAW SCUM MOLT w STREET MIT POLL M_,MAW 200 NS WU 01 I IO/17/00 ADO[D TYPICAL MATER SERVICE ORANGE., ADDED TO NOTE O. l SLI KOBUK CONSTRUCTION, INC. / OF At INR, g:;..........'-. NONNI DOE 01 Taw 110.4 5 SE a TOR AY u 6K Lar MO ERTEICED WATER 5 SEWER WAY,AODEO SEWER 300 SCALE '634 WE$' 311 AVENUE '•� �Pf r_ LINT. -- 607117 0171Ct w LOT'..5 !.n PRIM SU u Na. MAIMS 2 it/ID/00 LENSED STREET ALIGNMENT. STIFFER LANDSCAPE .NAT Ell En S. .:49Bt'•••••:9 TUDOR SQUARE CONDOMINIUMS 011 Na las.MA PIrSLLS NA ata 1 VISUAL EN0ANCELEM LAIOICAPNO,W0VE0 SLALOM.a a ANCHORAGE, ALASKA 99501 F0.R5 3;E0N01 OF CONCRETE PAO 00 RE:TOC,3Y.a1 STOW Me /01 0* Call RIA IRS 3 12/22/00 REVISED 1OINOAR1 2EARNO0•DISTANCES 51$ 7r-376.2,321..... •- S" A- - PARCEL 4C. A PORTION OF SWI/4 SWI/4 SWI/4 agar T■ANrOR1Ol IC OF CL 1•151511011 K IWC 120 501 Hu Y 4/1 BUILT AS PER CaVTdAcroits REDciq/E� "Pia 20RMa L 5Nre r IN1. P" 4ANr As- � n� 1 H C 3t Bor 5261-v xT.t SECTION 26, T13N, R3W, SEWARD MERIDIAN, rA•nacra •OrAa►A55MAr•CAST a•a Av[aE_ w WI,tai wOtaNrr /AIL,u By. Do•e ���N�! WAS'.LLA, ALASKA 99654 ,•I ••. ANCHORAGE RECORDING DISTRICT, ALASKA. 1OERP - FM 1./ Y 35 25 WA w rap 5[2020455-•ASI or MOW -.USW 907- •7-4 7 •, 'bT1rf.S9D� T - :cAIE ,•. so lam: 2/06/0, IaRlo ,Xaa C-6 CONSTRUCTION RECORD VERTICAL DATUM PLAN CHECK 7 REVISIONS ONNER ' WG 4.1.1NEER D ` 1UOS000N.DWG I ' SHEET Dc no- ico • �• . .. __ — - • • Jr REMovaaca- a" NOTES iLV4 I NcrMIII-T7�eL 7011 ( G CONSTRUCT-4CW .SHALL .BE IN ACCORDANCE Wm, G.A.A.B. '7NVERZ EL. 21.4..50 STANDARD CONSTRUCTION SPECIFICAT/ONS, /974- EDIT/ON. :'•.y� ' _6"C'��¢fir GATbM LS G.A..A.B. POST QUAKE, /966. "[••r .• ._ - - -_ _- -_ - _ O - - 2. ELEVATION _If E. FORTY T///RD AVE - •-i :'.•�L , .� — + . - - —-- - - 3-.PIPE'. $EDO/N4 SHALL BF CLASS. �G. .. .. -g 1'i:' f„_ O"QAS OR "PMO NF LINES ON NOR TJy S//1E OF TuDO/c ROAD. 7,1/ -.l ' ' /28-/2•_ I .128.32.' -� .. .." Y.VYF BRANC�..y �•, - j 5. .4CJ0� ,S•H,ALL 'YERI Pr' MAIEHOZ'E• CGN.Nt.CTLLK- -.:FrrrINOj a o, -C;L.J�[P..i.- • I NI I DIMC SONS ^POT- PA-804TC AT/MAT: 77NT1-. • IV MEGHAYIGAL T01.NL • .CQIiCC"RFTF._ I qj 6.t 1ALL'. et-'FEET ”-IDF-'-GI.,PIPE'-'-/N t' OUT CF M'ANJ3 L.E5- I }•.- liQdSBS_ SIIQ - �RA/AI�2i:E LZEIr-C�1�G57DER7fT10hL • SiCuR"LIT-TO wALL /Q$3,2' • TN/5 SEWER MAY BE..EXTENDED IN ::a z".i:".STRAP • 1 �,"'�� ._2"44'.4" "�• hr/ S q./�- Q I LO�K THE FUTURE f0 SERVE. ONLY' t.0r 7A{$. • -p.••- -8?•-^»..'O.c. „ _ BLOCK 2 COMBS Sf16O.A'3 SHOWN �'' I NEW 6" �I j • .ON' TNF PLAN. . . ii •'s' SDIED:116-.450_ In 0 I.: 54E1_0•OH BEIIa-� k v� ✓7, . .. +, a A I w ---.ROb 4 NEN-E X 1ST. N 1 .TUR.F�C..R.._. .T ;.17. --J ./e '.1. (UI • Q_ — V • .I I • }•+` a . .' `• �I .S i '[2832' ( BENCHMARKS {j yy ! I 0 ...::EXIST. INVERT •. •/A - ` ' L .� 9 • : i, I • . s i w _ . a Jt v - �UI •QLv I • I I I gi I rIqI .BRASS CAP MON•• 1 I .) I ./. TOP OF NORTH RIM OF MANHOL,.E /1/O_ /A R T.B^4 /5 L7 �ec86a_ARQusL�-. _:.. I I - . -2- - EL_ 224.�f CON7�/E 7`T©N D TAJ L Iit 9' �/ T - I rLN6 L4 PLPE 2 _BRASS/ CAP MON. ! SOLITLd FAST - / J�1t04IC8LJ � I JEXLS ••0.•Ci "" iFi , ;..!,I f /{ I "C ��— } I �— CORNFR• BLOCK s GOM65 Sf/(;D:' I e M. D-2-1-. 0.—.. I3s•--� 50'' • 365.80 • I .EL. 2 3 2:2 -;(STT'_4Z3-LZ�- • .SCALE 1":1=0... _ - - 'S' S _S. --- S • S. Q• •-C-.-a, 7- ~STALL /60 r--.•F. _. M..N.aD-2-/-3A' _/4.7 -•f00 c:r. 8"A.C. �CL.3300 EX• LST•/IV4...44 H.'0 D-2-1-9 .LKEy!(_7aCVF.Rid IO 8"A.C. C c.�'/,CES-"Ff-.. .STA_ +R>r-Orr - STA.-Ox>OD': =OV2rS^T-.. ' T.A.J/ _ ra- _,irn.S.ttt.✓�=-gyp _ .-:7�I1DOR._/RORD EX/STLNG) . igt M/N P_AP/.- - 1 PLA.V/PVA/ ,tea— • o •SY)1Le-. • CD 240 • • 2.33 r�M mo , �� 3 imlliiiiMll -- ; MIMIIIIIIIN 1•11= i1=== F 2 $ �=�� ��IM■ �_����me �_ ��w. --i— 230_ i—__� —� /_ 1 — =Fieri �. —�� —� C-,� �.�_ �=== ��� 1 rte/ Fes_ _._ _ ��� ��M,j� INirE �� T �w i�NEr_ - _- _ _ffiMi NINEnNINIIIINNIINNINN _�:--MIMIC ANP... .•Immo o =� MNEMIMIN -- • .,_t•�r•r�r.i�.JVi=1'A—� .tlw i` ��,s.ter/ - �� • • - _�1 / r_ls•—Mar a:'I.•—•7,.. •�-1 a�.t.t.—. NN•i!-212. -Jr-T �C. I f.w.D'�'/a'lOs'IAWe..,.i�.�_�immmigniin �••• �A_ —���� i/.).�y.i Xl_,—rl.�.��� �....r�7�i�� •IJI �...t•I iiI_F✓t lam.).!— . r 1 --N i�l—Y_ ��.—�. � �.r/S—I.��L 1 .�� IM • J— = L. fit_ IF MIIII= IIN —0M111= IN --.1`0:•.1.1110,I. -ia-01I1_— •>• == I—• ,AMII T.J.I.IP, ._1•I— I 7H.'E MINIMI� =��r _FR•ay.�d.I1�.awrl—+. •aa Ct/•.�� i I—GSI—vs-lc fF. 1 t• =MI AM • NNE ���i �� .a_� . .F Jam.L•qV--yw ��- s•c. � F�L11 �•••• .va• .fe•Al.J�-.I 40%•,// IN �� � �..-1 IIIMI IMMOMMENNIIIME CI • O 01 ; - r— ��� ��� m,m IIS ���� j�1/y��.�'!'r". 2 Z 20 �� ��� Fi —�.- n��sc It.:J.J�II 7/.'+F!.Jt fiE=:L:.'•� 111111M I __ _�M _ IE��r�_ =_.LIE v /4t1 . 011IMMAIMMIII INI=M1= MIIIIIINDINIIIIW.1r-I-M-FIT=1111111MIIMM ' • h 2QD=: _NIIIIIN__ ��� �C �— ---- a- B ar 64 . BARNARD-MARTH 9 ASSOCIATES I amp= _m ��� Iiiallii CONlLLTIN ENGINEERS a LANG 9lRVErORS iimmmimi. �' �= p�� 1 ANCHORAGE, ALASKA 95=--...- _� —.���M. I --.. — • ...�� ���.•- -1��� �� ERB amonnBY - p�� _�� DATE SANITARY SEWER EXTENSION � � Mss �� 1� Y.1, 7 ����•�. AA.. �I�— F4 I SIEET COMBS S U B D. BLOCK 2 s w�� �� i � o �.� I IOl MR: . • ..-6-4.CULW .6_'r 00_W 4 +.OQ,IV ..3 +00 W 2+00W. I +00 W O +OO W SCALE JOB N 'rIELc B ----- 11U n�. VCR:1'�S' 4 4-118 74-14 7381 WE Mn I,PLA1APROflLE G OAP.INP CO. I\7 WELL HOUSE.411•11111111 ■ GROUND SURFACE iMIy 1 I lli CONCRETE BLOCK WALL 1 Il CONTROL 1 '1 PRESSURE TANK 9.66 1 ' 71 I 1 I 1" 1 II , 1 1 WELL CAI y a� !1 1-41 5.16 -► fex- total >J ?ovvic 4 We ll 52.✓ A'ce, ft,elrey uiti.5 v L-e&.teJ den A-kt( + ,\spec_.k c-�-� 00 4.0J- ✓ e.�Is ie. sme e5 �ei1 c?„2._ \ •k-(-,..ct,4 atuusl 7 TOBBEN SPURKLAND P.E. LOT 7A BLOCK 2 COMBS S/D WELL PIT LAYOUT 203 W 15TH. AVENUE DATE: NOV. 15, 1994 A N C H. AK. 99501 4338 JOYCE STREET (97) 279-3916 ESTER WALLER SHEET: 2/2 GRID: 1738 Jeff Garness From: David Harper <dlharper2@gmail.com> Sent: Monday,June 4, 2018 8:29 AM To: Jeff Garness Subject: 4348 Joyce Street Jeff, the improvements to the well located at the above address and required by MOA have been completed less heater installed. Casing has been extended to 18 inches above grade with a pitless adapter installed. New well seal and conduit have also been installed. There has never been a heater in the well pit and we did not install one. We did however install six inches of foam insulation to protect the pit from freezing in the winter which is more than than was there originally. David Harper Aarow Pump & Well Service, LLC 1 Landon Bruce From: Ecklund, Timothy J <EcklundTJ@ci.anchorage.ak.us> Sent: Monday, June 04, 2018 9:26 AM To: Landon Bruce Subject: RE: Combs; Block 2, Lot 7A Email is good in this case From: Landon Bruce [mailto:Landon@garnessengineering.com] Sent: Monday,June 4, 2018 9:16 AM To: Ecklund,Timothy J <EcklundTJ@ci.anchorage.ak.us> Cc: Carroll, Rebecca M. <CarrollRM@ci.anchorage.ak.us> Subject: Combs; Block 2, Lot 7A See attached email from Aarow Pump &Well Service regarding the well repairs at 4348 Joyce Street(Combs; Block 2, Lot 7A). Is an email sufficient, or would you like GEG confirmation of the repairs? Sincerely, Landon Bruce Engineering Technician Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507 Phone: (907) 337-6179 Fax: (907) 338-3246 Mobile: (907) 230-2383 Website: www.garnessengineering.com Quanics GARNESS ENGINEERING GROUP,Ltd ' `*'D I"s""" aN►a�_wwre�s 1.").- —.4 ler Landon Bruce From: Carroll, Rebecca M. <CarrollRM@ci.anchorage.ak.us> Sent: Thursday, May 31, 2018 1:57 PM To: Landon Bruce Cc: Ecklund,Timothy J;Wockenfuss, Deborah M. Subject: RE: Combs; Block 2, Lot 7A(WELL) Landon, I discussed this with Deb and Tim. We will require the following: Abe y&k levela+ 1) Extend the well casing so that it is a minimum of 12"above finished grade. booD0,1 o C 2) Provide a sanitary well seal at top of casing. 3) Bring wiring up to code. QPJreccQ �afJO�l ������ 4) Confirm water-tight construction (any signs of water damage noted?) 5) Provide insulated lid (looks like insulation used to be glued to wooden lid). 6) Confirm heater is present and operational. AE—\ Lt Pres,e,"1 , 6' (l�.Su(ak-kter\ II�IS.l€0\ fir` Becca Carroll rl� glace 0 C bto_o_kei. ktOW Stscosled rgcovs Onsite Water and Wastewater / •11011 Municipality of Anchorage as ����'J� bar .ir►f� CtV 343-7908 From: Landon Bruce [mailto:Landon@garnessengineering.com] Sent:Wednesday, May 30,2018 2:07 PM To: Ecklund,Timothy J<EcklundTJ@ci.anchorage.ak.us> Cc:Carroll, Rebecca M.<CarrollRM@ci.anchorage.ak.us> Subject:Combs; Block 2, Lot 7A(WELL) Attached is the well located on 4348 Joyce Street(Combs; Block 2, Lot 7A). There are decent records on the well and the pit it's in. Will you need them to do anything with the well wires and casing stickup(approximately 5"). Sincerely, Landon Bruce Engineering Technician Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507 Phone: (907) 337-6179 Fax: (907) 338-3246 Mobile: (907) 230-2383 Website: www.garnessengineerinq.com .4•07111tUlkikai, Quanlcs GARNESS ENGINEERING GROUP,Ltd Aft""""""'°'er"""" MIL IIMMlolrrNIMMIO 41116 1 _ . . . .. k,..- .. ., . •... lit . •,. `ak-.. , _ - ,,,, ,— - y - ,v/ , . 1,,i•-' - - __. ... • _ -',2•4. . , -it; -0—, \ ..,-'•. _---/ , ,, _. ...• -Ng N '2, •Ix,.. ••' i 41/." - _ • - • ' •• t - ' -,_.• •:••.••. ' .A , ,' '•'"... . ' ' '•V.•.;40, - • * C' :,(j ./ ' • •A • .14• *'• ‘ ;\. ''' , --- ••• \ cA''' I'' ) i /.„ ......... ., l / ‘ ' • l'• . ••• • , - '--.......1.1r-' •' • .'.' I( • i ' .• . ,.. . • • . .,,7.1•-- /4 . ' • i s / , •• 1 • 7 "PA . • •*. , ' •,''''.•'' •... I. lidki. • .X tN/' / • . • • le• •• . A. • . . • . . . • .;#A' , ,. , :•''‘'. , "'lilt '''S • ,0',.,,...'.• „ • , ,, .........\t5,,....eis... . 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'..A,5 7:--' “ - ' . ....- •-• , • .,••••C .., v" ., ..9- ,t.,..ot ,.1...,. . - .., ......: - , .r. 1.. : .... •... - 1 , ,,.. •••• • 1 ' - '1 • • •/1'1 ._ ,. 4 J• ' .- • •P ^ ,‘ . 0‘..".•4 • 1 4t 11:. •-ef ,It- :,, -ligf •^.4 - • r t .',, r • . . ..` •t •0000 -...• ... ..,..`, • -," ilitillitillillillir • I ... .... i l 119" , • -1 %1111 _. • : 4..., .. .. , '1%.%,• . (8 1 Lf a.•• 4. . S' . \• : A f iri _ . t 0 ) 4`e 4111OS e ‘411,1 ..... , ... kZ.,41 • 'e _ . ... .. .. _ ..._ , • Nt;4"tk, ' Xloot, 4, \,, ..,,, 1 ' h. -: -_.4 •,r.,,, - , ''i .\• ' , V „ . . t• lb _ ... • •I ;Si' --4, . , , ,--- ,- r• ...: ... ,‘ -1,, .., , . , , t ,- ... . . ?., ,., • ,. ,„,„ , '..-0.`i,'.' '11 • ,,„, - , . , — , /,',i'" " ' 't• A. f • , , A • 141 • .' ' • , 1 'er'll '• ) 'I i‘ ,.. • • , II .I , 40 0 0,•-.g:-.tli'r:,4e‘ V• „/,'I a-,,.,,.•,-•.'.•,'•:' . il. * .•-• -,,. - .. •. 4°i.lr,Johs-i.lt' • kI•1 A MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES. Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage,Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. HAA # 1. GENERAL INFORMATION Complete legal description lot 7A Location (site address or directions) Property owner Mailing address Day phone Lending agency Day phone Mailing address Agent ~"~A-~To ~.( ( Address 2. NUMBER OF BEDROOMS: Unless otherwise requested, HAA will be held for pickup. Day phone ,.9.~'E; ' ,,~"0 ? 3. TYPE OF WATER 'SUPPLY: Individual well NOTE: 4. TYPE OF WASTEWATER DISPOSAL: - / Individual on-site V/ ,': '- '-" · · ~- ~,,~,: ' ?' Community on-site NOTE: Community well Public water If community well system, provide written confirmation from State'ADEC. attest- . ing to the legality and status of system. ~. : '- ~ - 12-025(Rev. 1/91) Front MOA~21 If community wastewatersystem, provide written confirmation from state'ADEC of syste'rn??!.: !'ti~ ~,~..:,i!~, ~. ~k.<... .~ . ....... ~ r, :~. ~,, ~.,: attesting to the legality and statfis '~ ' ' STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shOwn below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance .with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm / ~/~/oe, ~ ~ u,- V._t o,.~,__~ ~--J~-~ Phone Address ~...0 '~ ~ / ~ ~ /g,2 o '~ Engineer's signature bedrooms. 6. DHH$ SIGNATURE bedrooms, with '~ppr0Ved' f~)r Disapproved. Conditional approval for the following stipulations: The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtasyto purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The MunicipalitY.'of Anchi3rage is not ..,-,.~.. resPonSible for errors Or omissions ;n the professional engineer's work. ,,.~,.,~..,,~ ,,., ~,.~. ,. ~F.~,~ . :;, ...~ ,~?, . -[,.? ..... Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: CO~14~(o°~, Lo"~ 5/~,,'~ k~ ,~.. Parcel I.D. A. Well Data Well type Log present (Y/N) Total depth Sanitary seal (Y/N) ~/' Date of test Static water level If A, B, or C, attach ADEC letter. ADEC water system number ~'~//'~ Date completed / ? ~' 7 Driller (.~ ~4 ~3~4~ ~)~-~ Cased to ~) ~t ~t~.~vv, (:~..~ Casing height ~" I ~ "~.'-Ic Wires properly protected (Y/N) ["~1 FROM WELL LOG AT INSPECTION C. LIFT STATION . l "'~/Z~' Date installed Size in gallons Vent (Y/N) High water alarm level Meets MOA electrical codes (Y/N) "Pump on" level at Manufacturer Manhole/Access (Y/N) "Pump off" Level at .Cycles tested SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot On adjacent lots Surface water D. ABSORPTION FIELD DATA Date installed Length ~ O[ Total absorption area Date of adequacy test Water level in absorption field before test Peroxide treatment (past 12 months) (Y/N) Width Soil rating (GPD/Ft2) r~E)/~ System type Gravel thickness ~r~// Total depth Cleanout present (Y/N) ~ Depression over field (Y/N) Results (pass/fail) ~ for ~ ~,~ ~ /d'//~-~C" Affertest ~__J/~-~ If yes, give date Bedrooms SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot To building foundation On adjacent lots Surface water Curtain drain On adjacent lots ~ /~ Property line To existing or abandoned system on lot Cutbank /~ ~ Water main/service line Driveway, parking/vehicle storage area E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect ~,~l~t~ of this inspection. ~,~' r'~ ~ ,;~ :'4"~.~ - Signature Engineer's Name O. Date HAA Fee ¢~ Date of Payment ////~ Receipt Number Waiver Fee $ Date of Payment Receipt Number 72-026 (3/93)* Back Commercial Testing & Engineering Co. CT&E Ref.~ 94.5387-1 Client Sample ID L7A BLK2 COMBS Matrix WATER Environmental Laboratory Services ~,'~'~'~'~-~,~,~'~,'~'~,'~'~'~,~,~l,~'~'~l,~-J~JJJJJJJJJJJJJJJJ, LABORATORY ANALYSIS REPORT Client Name TOBBEN SPURKLAND, P.E. WORK Order 10292 Ordered By T SPURKLAND Printed Date 10/25/94 @ 08:05 hrs. Project Name Collected Date 10/20/94 @ 14:45 hrs. Project# Received Date 10/20/94 @ 15:00 hrs. PWSID UA Technical Director STEPHEN C. EDE Sample Remarks: SAMPLE COLLECTED BY: T SPURKLAND. QC Allowable Ext. Anal Parameter Results Qual Units Method Limits Date Date Init Nitrate-N 0.80 mg/L EPA 353.2/300.0 10 10/20/94 MCE = = = == = = == == = = = = == = == = == = = = = == = = = = == = = = = == = = = = == = = = = == = = = = == == = = = = = = = = = = = = = = == = = = = == = = = = == = = = = = = = = = = == = = = = == * See Special Instructions At, ore UA = Unavailable ** See Sample Remarks Above NA = Not Analyzed U = Undetected, Reported value is the practical quantification limit. LT = Less Than D = Secondary dilution. GT = Greater Than 5633 B Street, Anchorage, AK 99518-1600 -- Tel: (907) 562-2343 Fax: (907) 561-5301 ENVIRONMENTAL FACILITIES IN ALASKA, COLORADO, FLORIDA, ILLINOIS, MARYLAND, NEW JERSEY, OHIO, UTAH, WEST VIRGINIA Commercial Testing & Engineering Co. E n vi r o n m e n t a I I.~ b o r a t o W S e ~ i c e s ~,'.~r~:.~.~r~,:~r~r,~.~r~tt.~.~;~r,~.~t.,~:~,.~_~,~tttt~tt~, 5633 ~B S~ree Drinking Water Analysis Report for Total Colifon-n Bacteria READ I,.VSTRUCTIONS ON REVERSE SZDE BEFORE COLLECTING SAZ,,I'PLE [] Send Rex'u~ [] Send lnuoice [] Send Invoice ['1 Send Rexulta bIonth Day Year SA2vtPLE TYPE: Y* ROutine 0 Treated Water [] ', Repeat Sample (for routine sample ~ Untreated Water with lab re/'. no. ) [] Special Purpose Time Collected SAbZPLE LOCATION . Collected By Anchorage, AK 99~i 8-160( Tel: (907) 562-234: Fax: (907) 561r'530 TO BE COMPLETED BY L.~d~OP, A. ToRYI Analysis shows this Water SgaMPLE to be: ' .~ Sa:isfacto~' [] Unsatisfactou, 0 Sample over 30 hours old, results ma>' be unreliable [] Sample too long in tr~msit; sample shoulc~I not be over 4S hours old at examination I to indicate reliable results. Please send [ new sample via special {eli,,:~,~ry mail. { Time Received Analy=is Began Analytical Method: /D-"Membrane Filter [] lvSMO-MUO,, * Number of colonies/100 ml. Lab Ref. No. ~.esutt* gl{.S ! , Faxed 41 1095 r-~ Sent to A.D.E.C. ~ Fb'ks D,,e: \11 Client notified of unsatisfacto~' results: Phoned Spoke with Date: Time: C,'~iTl/~erlts; BACTERIOLOGICAL WATER AN.a~LYSIS RECORD MMO-,.%TUG Result: Total Coliform Membrane Filter: Direct Count E. Coli Colonies/100 mi Verification: LTB BGB COLIFIRM Fecal Coliform Confirmation Final M~mbrane Filter Results Coliform/100 ml Date I 1' IS- t7 (-/-. Time I ~ 0'0 hfs , OB - O~h~ Ba=~ia Member of the SGS Group (SocN}t~ G{m}rale de Surveillance) I I ENVIRONMENTAL FACILITIES IN AEASKA, COLORADO, FLORIDA. ILLINOIS. MARYLAND. NEW JERSEY, OHIO, UTAH, WEST VIRGINIA:,[ Ddmking Water Analysis Report for Total Coliform Bacteria READ I:';STR UCTIO?¢S ON REI/ERSE $12)E BEFORE COLLECTING SAMPLE Commercial Testing & Engineering Co. Environmental Laboratory Services w.~J.~~j~'~'~'~'~.~',~.~.~'.~.~'~'.~'JJJ 5633 B Street Anchorage, AK 9951 8-1 600 Tel: (907) 562-2343 Fax: (907) 561-6301 IJ Send Rew. ahs Send Invoice Pmon¢ .N u mb*~r Month Da?' Year SA3/E°~ LET %SPE: Routine [] Treated Water [] Repeat Sample (for routine sample /~ Untreated Water 555~h lab ret no. ) [] Special Purpose Time Collected S AMX~LE LOCATION Collected By TO BE CO,.%~LETED BY LABOR.~.TORY ,~,5~/ysis shows fi,is Water S.~¥WLE to be: Safi~actorv [] UnsafishctoU u Sample over 30 hom-s old, results mav be um-e!iabIe [] Sample too long N k-~.nsk; sample should nor. be over 48 hom-s old at exa.rr~nafion to Ndicate reliable res'~ts. Please send new sample via special deliveW mai!. Date Received t ~/,~ Time Received ~ ~ Analysis Began Analytical 5'Iethod: ,~M~Xmbra.ne Filter 0 ~{O-M-gG * Number of colonies/100 mi. r =h Ref. No. Result* ?4,5387--~Z~1 /~ . Sent to A.D.E.C. .&n~ch"~ Fbk. s J~ Date: '~ C~,~:~ TLme: Client notified of unsatisfactoD' results: Phoned Spoke -Sth Faxed Faxed Tim=: BACTERIOLOGICAL WATER A_N.-MLYSIS RECORD C Ore.!T,.. en f.s: MMO-M'UG Result: Total Coliform Membrane Filter: Direct Count Verification: LTB Fecal Col/form Conf'trmation Final Membrane Filter Resut~ E. Co/; BGB COLIFI]RM · Time T. hTC- To~ .~,'u,,,o-ous To Count ~i~RT ONE OF t T- u,T.WC~0 FOLLOW Member of the SGS Gr,~up (Soci~t~ Gsn~rale de Surveillance) ENVIRONMENTAL FACILITIES IN ALASKA. COLORADO. FLORIDA. ILL~OIS, MARYLAND. NEW JERSEY. OHIO, UTAH. WEST VIRGINIA Rick Mystrom, Mayor Mtmicipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 November 22, 1994 Mr. Tobben Spurkland 6751 W. Dimond Blvd. Anchorage, AK 99502-3904 Subject: Waiver Request for: Lot 7A, Block 2, Combs Subdivision Waiver Approval: # WR940063 Dear Mr. Spurkland: Your request for waiver(s) of the required 100 foot horizontal separation of a septic system to a private well has been approved. The approved separation distance(s) are: Well to SepticTank 86 feet This waiver approval applies to the existing septic system to well separation only. Any future upgrades to either will require all separation distances be met or another approval be obtained from this department. Sincerely, Robert W. Robinson Civil Engineer On-Site Services kb WR9 WR940063 Date Received: Legal Description: Engineer: Applicant: PID# MUNICIPALITY OF ANCHORAG~ Department of Health and Human Services On-site Services Section Waiver Review Worksheet 007-143-32 11-17-94 Lt. 7A, Blk 2, Combs Subdivision Tobben Spurkland 6751 W. Dimond Blvd. Anchorage, AK 99502-3904 Ester Waller HA# HA940638 Permit Waiver Requested: Well to Septic Tank - 86 feet Criteria: 1. Geology: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: Special Conditions: Points: 3. Other: Waiver is Granted: y Waiver is NOT Granted: List Conditions or Reasons for above: /~///~..~t~. Da te, ///L]/~/ By: · ~ame of' Reviewer Rec #: 00488 Amount: $ 625.00 Date Paid: 11-17-94 T.SPURKLAND P.E. 6751 W. DIMOND BLVD. ANCHORAGE, ALASKA 99502-3904 (907) 248-5095 Municipality of Anchorage Division of Environmental Health Department of Health and Social Services 820 L Street Anchorage, Alaska 99501 November 16, 1994 Subject: Gentlemen; REQUEST FOR WAIVER OF SEPARATION DISTANCES FOR PRIVATE WELLS TO SEPTIC TANK, LOT 7A BLOCK 2 COMBS S/D We are submitting a request for waivers from the separation distances stated in Title 18, Alaska Administrative Code, Chapter 80.020. During a HAA inspection of this property we measured a separation distance of 86 feet between the well casing and the first stand pipe on the septic tank serving this property. The only records on file for this property deals with the septic system that was installed in 1983. This was an upgrade to replace a crib / and or a cesspool. The "Onsite Sewage Disposal System Inspection Report" reports the distance between the well and the septic tank to be 87 feet. No mentions is made of a waiver or a waiver request. The well is located in a concrete pit together with the well pump control and the pressuretank. A heater is provided to keep the well pit from freezing. The pit is constructed with concrete blocks. The floor is concrete. A wooden hatch closes the pit. A gabled roof protects the pit from the weather. The pit extends 12 inches above the surrounding ground. This lot was probably developed in the 1960's. No well log exist. The well was tested on 10/20/94. No E.Coli was found in the water sample, however 102 cultures of OB's were found. The well was sterilized on November 11, at which time the depth of the well and the static level was observed. The static level was found at 40 feet and total well depth was found to be 80 feet. When tested, the well produced 7.5 gpm with the pump cycling. A total of 750 gallons were pumped in a time period of 100 minutes. There are only a few properties in this area that is not served with public sewer and water. The once that are not on public systems are undocumented. However, we did locate a well log for the property at 6043 E. 43rd. Ave. This well log shows two clay layers 20 and 35 feet deep at 32 feet and at 61 feet. The soil information obtained with the design of the septic system in 1983 indicates that the top 20 feet of the soil horizon consist of silts and sands with some gravel. This material will render and septic effluent harmless in a very short distance. We are using two feet of filter material in engineered waste treatment facilities. 86 feet of natural occurring soils should provide ample reassurance for safety. Overland flow from the septic tank to the well casing is not possible. The ground slopes away from the well with a total difference in elevation between the septic tank and the well of about 6 feet. The residence is also located between the well and the septic system. Yours I I TOBBEN SPU~KL~ND P.E. ~0~ ~ ~0~ 2 ~0~ ~ SEPTIC SYSTEM L~YOUT 20~ W 15TH. ~VENUE D~TE: NOK ~5, ~994 ANCH. AK. 99,501 4Z38 JOYCE STREET (907/ g79-~916 ESTER WALLER SHEET: 1/~ GRID: 17Z8 9.66 WELL HOUSE WELL CA~. NC GROUND SURFACE CONCRETE BLOCK WALL CONTROL --P£ESSU£E TANK TOBBEN SPURKLAND P.E. II 205 W 15TH. AVENUE II ANCH. AK. 99501 (907/ 279-5916 LOT 7A BLOCK 2 COMBS 4338 JOYCE STREET ESTER WALLER WELL PIT LAYOUT DATE: NOV, 15, 1994 SHEET: 2/2 GRID: 1758 IMAGE DR. E. 36 AVE, /$ ~4 ~724 E. :58 E. 40 AVE, _~oo° EASTWO00 LR ,¢ LONGORIA CiR. E. 41 CHIL KOOT CT, AK- D.O]'. E. 43 5611 JORDAN CIR. JENNIFER CIR. 5700 5900 S TA'I~ TROOI~R S 5840 ,,,LOT 1,~, McLEAN PL. E, 42 AVE. tUDOR RD. CAMPBELL AIRSTRIP, (TO STUCKAGAIN HEIGHTS) GR. 1738 104 COPYRIGHT 199~, JMR 88 103 -~ 105 116C Muldoon Area Reference Map--P4 ~ELL LOG Date Drilled: 6-9-88 Static Water Level 15 feet Draw Down N-A feet Community Well @ 6043 E. 43"' Gallons Per Minute ~n~-_ __ Total Feet of Casi.ng_i Material Drilled: feet to 15 Ft~ Gravel to .~5-~t~ ,Silt 25 Ft.. ~ Ft,. to _~lmy 52 Ft. _61 96Ft, to to to_~6! Ft._ Gravel with t% ..96Ft. Cl~y to 100 Ft, Gravel with water Pump set at 45 ft. Drilled 40 ft. with 10" casing.Grouted between 10" and 6" casing.Thenipulled out 10'" casing. HEFTY DRILLING 3540 AKULA DRIVE ANCHOP~GE, AK 9951~i (907) 345-0593 ~0 'd MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG -- PERCOLATION TEST SLOPE SITE PLAN [] PERCOLATION TEST 2 3 5 6 7 14- 16 17 18 1 20 WAS GROUND WATER ~/~-~ ~, S L ENCOUNTERED? O IF YES, AT WHAT "'~T-o;O.~,,5 DEPTH? · G rO~ Reading Date Time ,,! Net Depth to Net Time Water Drop /0m/p. , ~'t ' / 0 f/O . :F~ . ! c / PERCOLATION RATE TEST RUN BETWEEN PERFORMED BY: 72-008 (6/79)