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Home My WebLink AboutEAGLE RIVER HEIGHTS BLK 3 LT 12BMUNICIPALITY ANCHORAGE • DEPARTMENT OF HEALTH 8 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. # 01-n - 7`l 1 - l a 1 HAA # Q d 0 C12 �1 1. GENERAL INFORMATION "Complete legal description Lot 1213; Block 3; Eagle River Heights Subdivision Location (site address or directions) 10220 Chain of Rocks, Eagle River, Alaska Property owner _Judy weber Day phone 562-2177 wk Mailing address 3601 Lynn Drive, Anchorage, Alaska 99508 Lending agency Mailing address Day phone Agent Sidsell Bergman - RE/MAX OF ANCHORAGE Day phone 276-2761 Address 2600 Cordova, Anchorage, Alaska 99503 ? Unless otherwise requested,. HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual well XXX Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer XXX NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025IRw. IN1) Fro l MOAD21 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 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 furtherverify 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 Phone S & S ENGINEERING Address inn^a Cagle River i. y Road No 204 Eagle River, Alaska 99577 Engineer's signature Date�-22 �j 2 6. DHHS SIGNATURE Approved for Disapproved. 0 drooms. Conditional approval for bedrooms, with the following stipulations: �K6J_ Additional Comments 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 courtesy to purchasers of homes and thei r 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 Anchorage is not responsible for errors or omissions In the professional engineer's work. 72-= (R x.1/91) G+ X MOAKI Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: �f 1'i-6 ?;"w -S 5-04.L4- Parcel I.D. t2,aF, 4_ n s1a A. WELL DATA . Well type w 000�— If A. B, or C, attach ADEC letter. AD EC water system number Log present (YO ►, Date completed FV -D=— t°,1$ Driller J� Total depth U Cased to 'v�t Casing height Sanitary seal ON) Wires properly protected (ZN) V FROM WELL LOG AT INSPECTION Date of test 4 -lam X12 Static water level Well flow g.p.m. q •3 g.p.m.- CI n Pump level1Z N O SEPARATION DISTANCES FROM WE4L TO: T = T �,JN Septic/holding tank on lot ; On adjacent lots �� V o Absorption field on lot ; On adjacent lots 1 O •:- Public sewer main Public sewer manhole/cleanout Sewer service line 1-s t 4-- Petroleum tank 2S 1 WATER SAMPLE RESULTS:L/G?��L��✓� Zz�lT Zvl 1-917 B Coliform ONitrate 1.9 ~Ofb Other bacteria /-J".JE Date of sample: 4 11— Collected by: S & S ENGINEERING 17034 Eagle River Loop nmd No. 504 B. SEPTIC/HOLDING TANK DATA Eagle River, Alaska 99577 Date installed Tank size Cieanouts (Y/N) Foundation cleanout (Y/N) High water alarm (Y/N) Date of pumping SEPARATION DISTANCES FROM Well (s) on lot Alarm tested TANK TO: Compartments Depression adjacent lots Foundation Topropert Absorption Iield Water main/service line Surface water/drainage 'PvR't,t L S� t=om 72-026 (Rev. 7/9 1) Front CONTINUED ON BACK PAGE C. LIFT STATION Date Installed Size in gallons Vent (Y/N) "Pump on" levet at High water alarm level Meets MOA electrical codes (Y/Ny_e==f:::� SEPARATIONj1 on lot Manufacturer Manhole/Access (Y/N) FROM LIFT STATION TO: On adjacent lots D. ABSORPTION FIELD DATA off" level at Cycles tested Surface water I Date installed Soil rating System type Length Width Gravel thickness Total depth. Total absorption area Cleanouts present(Y/N) Depression over field (Y/N) Date of adequacy to Results (pass/fail) for bedrooms Peroxide treatment (past 12 months) (Y/N) If yes, give date SEPARATION DISTANCE FRO7ABSORPTION LD TO: Well on lot jacent lots Property line To building foundation _ To existing or abandoned system on lot Onadjacentlots Cutbank Water main/service line Surface w r Driveway, parking/vehicle storage area ain drain E. ENGINEER'S CERTIFICATION'" I cerfily that 1 have checked, verified, or conformed to all MOA and HAA guidelines In effect on the date of this inspection. OF S & S ENGINEERING ,+�'(�L•,,,,.,;a�,q Aja 1712.;4 Eagle River Loop Road No.2 Signature A�cj�.' 4P �;rj �d a5a rver, Alaska 99577S' Engineer's Name q. `d rt4� if13 }• -22- Date ��,�e/•�} . $RAPER j s.•. No is HAA Fee $ 1201 (70 Date of Payment Receipt Number z 3 3 a C 72-M (R••. 171) B,Ck MOA 21 Waiver Fee: $ Date of Payment _ Receipt Number LU U n (�J Lr w �jj� R� A SAY S XAXMOXD, 60YERNOR U DEPT. OF ENVIIIONAIENTALL CONSERVATION RECEIV POUCH 0-11INUU Wit October 20, 1978 Se Mr. Charles L. Eggener Chief of Engineering £, Planning Anchorage Water S Sewer Utilities 3000 Arctic Boulevard Anchorage, Alaska 99503 Dear Mr. Eggener: Anchorage - Eagle River Heights LID 50-8 _ This refers to our letter of September 28, 1978 and your reply of October 9 (received October 19), 1978. Previous correspondence includes our letter of SeptemI)cr 12, 1978 and your answer of September 22, 1978. You are correct that .27 inches is now a standard thickness and note that we have not found it listed except in the CIPRA k(andbook, Fourth Edition. Our major concern was the nearness of the well on lot 15 of Block 4B which is but 40' from MI 50-8A. Your September 22nd letter enclosed a revised "Test of Workmanship" and soil data. You also stated that if we still remained unpersuaded that the project is more than adequately designed to protect all the wells, you would encase the sewer pipe in concrete within a 501 radius of the well of lot 15, Block 4B. With consideration given to the soils encountered, we consider that this encasement (in accordance with Detail 305 of the Dhmicipalities Standard Specification) will adequately protect the well. The plans and specifications for this project are approved by this Department for those items of our concern providing that concrete encasement of the sewer linejis provided as stated above. Sincerely yours, Richard EL Britt i C- J) �) Facility Construction & Operation Akunicip"ty Of � 1� Anchorage October 9, 1978 Mr. Richard H. Britt Facility Construction State of Alaska Dept. of Environmental Pouch 0 Juneau, Alaska 99811 300C3CTIC BOULEVARD ANCHORAGE, ALASKA 99503 (907) 277.7622 GEORGE M. SVLLIVAN, MAYOR DEPARTMENT OF ENTERPRISE ACTIVITIES Sawer & Water Utility Operation Conservation Subject: Eagle River Heights LID 50-8 Dear Mr. Britt: The following addresses questions contained in your letter of September 28, 1978, same subject. a) The standard thickness of 0.27 inches is found in the Handbook, Ductile Iron and Cast Iron, Cast Iron Pipe Research Association, 4th Edition, page 275, Table 5, "Standard Thickness Classes of Ductile Iron Pipe." A copy of that table is enclosed. b) Refer to Section 50.02, Article 2.5, a. General, second paragraph: "All sanitary sewer pipe installed will be subject to either (emphasis added) an infiltration test or an exfiltrationtest." Since exfiltration, not infiltration, is the process which worries ADEC when sewer lines are close to wells, the specification of exfiltration testing is most appropriate in this case. See revised page SP -5. c) The soils investigation reports are enclosed for your review. More significant; however, are the well drilling logs we were able to obtain on two wells in the area. Lot 11, Block 1, shows a blue clay layer 17 feet thick at the 46 to 63 foot depth. Lot 11, Block 3, shows a hard pan layer some 12 feet thick at the 84 to 96 foot depth. Both layers serve as an effective barrier to the passage of water from the level of the sewer to the wells below. Since the surface geology of the project area is gently rising hillside with one transversing swale, N Mr. Richard H. Britt October 9, 1978 Page 2 it is reasonable to assume the subsurface conditions are uniform. Further, the well logs show the wells to be in excess of 120 feet deep and other wells in the area are reported to be at equivalent depth. These facts led us to the conclusion that the sewer project poses no threat to the area's water supply. We therefore desire to pursue construction of this project which eliminates a continuing threat to health posed by existing septic tanks and cesspools. d) If you still remain unpersuaded that the project is more than adequately designed to protect all the wells, we are prepared to incur the extra cost of encasing the sewer pipe in concrete where it passes through the 50 foot radius of the well on Lot 15, Block 4B. Sincerely, �/7 CHARLES L. EGGENER, P.E. Chief of Engineering & Planning Anchorage Water & Sewer Utilities CLE:RGR:nrs Enclosures DEPT. OF ENVIRONIIENTAL CONSERVATION Mr. Charles L. Eggener Chief of Engineering & Planning Anchorage Water & Sewer Utilities 3000 Arctic Boulevard Anchorage, Alaska 99503 Dear Imo. Eggener: JAI'S. mmmon comm Poum o - Julmu cul! Septerber 28, 1978 RNEIVED uU 5 1978 Anchorage Watii aad Sewer MV Anchorage - Eagle River Heights LID 50-8 Our letter to the Nimicipality on Septerber 12, 1978 concerning this project forwarded a copy of our Drinking Water Regulations and noted the large number of less -than -allowable separations of private wells from sewer lines, manholes and cleanouts. Your letter of Septerber 22, 1978 has forwarded "revised" plans and specifications with reasons why we should now accept this proposal. You offer the Girdwood LID 60-1 project as a precedent. the revised plans differed only from those originally received, as best we could determine, in that the radius circles of the many wells now have been deleted. We have some questions: a) We could not find ductile iron pipe with a .27" thickness in our catalogs. Is this a standard thickness? We note that the Class 2 (now 52) ductile iron sewer pipe of the 11micipality of Anchorage Standard Specifications is sanewhat thicker. Please cainrnt. b) Your letter states as an "extraordinary measure" that exfiltration testing will be made of all rums of pipe within well clearance distance. We bad assumed such testing, or with air, on all sewers laid by the Anchorage utilities. This assumption is based on Article 2.5, Test of Wbrkananship, Section 50.02. Please camrnt. c) What is the nature of the soil within a 50' radius of manholes 50-8A and 50-8E? Although "soils investigations" were mentioned in the Special Provisions, we have received no data regarding this. • l l Mr. Charles L. Eggener -2- Septenber 28, 1978 d) The well on lot 15 of Block 4B is but 40' from Poi 50-8A. See sheets 2 and 3. This is at least 10' too close and we will require a solution. We look forward to your reply. Sincerely, Richard H. ritt Facility Construction & Operation Municipality of Anchorage 3000 ARCTIC BOULEVARD ANCHORAGE, ALASKA 99503 (907) 277.7622 GEORGEN SULLIVAN, MAYOR DEPARTMENT OF ENTERPRISE ACTIVITIES September 22, 1978 Sewer & Water Utility Mr. Keith Kelton Dept. of Environmental Conservation Pouch "0" Juneau, Alaska 99811 Subject: Eagle River Heights LID 50-8 Dear Mr. Kelton: The Anchorage Sewer Utility requests approval of the revised plans and special provisions for the Eagle River Heights LID 50-8. Diligent efforts were made to find alternative routing around all wells. In spite of those efforts the most desirable clearance distances from certain wells could not be obtained. The pipe materials chosen for this project offers the best available combination of characteristics to preclude exfiltration. Ductile iron pipe, having a minimum wall thickness of more than 1/4 -inch (0.27") was chosen. This rugged material virtually precludes pipe damage during transportation, handling, and installation. After installation, the ductility provides a high degree of resistance to failure due to unprogrammed stresses such as earthquake. The thickness of the material provides an extended life beyond the 30 years normally expected. Bedding of the pipe in this project offers further insurance against exfiltration. There will be a minimum of six inches of sewer bedding material (Type IIA) between the pipe and the foundation. This bedding assures that no large stones create a pressure point on the pipe which could cause premature, localized, pipe failure. The bedding also provides uniform support of the pipe barrel and allows uniform distribution of the earth and live loads from the pipe to the foundation. This type of bedding helps to eliminate differential pipe settling as a result of uneven loading along the length of the pipe. CI Mr. Keith Kelton Eagle River Heights LID 50-8 September 22, 1978 Page 2 A The methods of construction used will be as prescribed in the Standard Specifications published by the Municipality of Anchorage and the Special Provisions of the contract. The Municipality will provide an engineer and inspectors to closely supervise the contractor's work during all phases of construction. This engineer will have full authority to stop work on any portion of the contract where proper methods are not being used, and has full authority to require substandard work to be correctly reaccomplished. In addition to the above design features, extraordinary measures will be taken when the desirable clearance distances could not be met. The first measure requires that the rubber gasket, which provides a water- tight seal -between lengths of pipe will be compressed and held in place by a gland. This assures a positive water seal is made by augmenting the natural elasticity of the rubber gasket. The second measure provides for a mechanical connection between the gland on the upstream length of pipe and the bell of the downstream length. These two items will be bolted together to restrain the joint and prevent separation of the two lengths of pipe. The third extraordinary measure is exfiltration testing of all runs of pipe within the well clearance distance. Exfiltration testing will be specifically required by a special provision of the contract. In essence you will find this justification parallels that offered by us and accepted by you on the Girdwood LID 60-1. Any community sewer project would abate the potential health hazards in the area. This project goes one step further. It will assure the new sewer lines do not prematurely fail and recreate the health hazards. Your earliest consideration of this request will be greatly appreciated. Sincerely, CHARLES L. EGGENER, P.E. Chief of Engineering & Planning. Anchorage Water & Sewer Utilities CLE:RGR:nrs Enclosures: 1. Plans revised 9-19-78 2. Special Provisions revised 9-18-78 JAYS. MAMMOMA GOVERNOR DEFT. OF ENVIRONMENTAL ONSERVATION ro0cx o — JUMEAU MI G 160 jg�� September 12, 1978 Ancho�b'e Sewer 114 Mr. Reford G. Reid Anchorage Water & Sewer Utilities 3000 Arctic Boulevard Anchorage, Alaska 99503 Dear Mr. Reid: Anchorage - Eagle Heights LID 50-8 Plans (4) for this project were received by this Department on September 5, 1978. By telephone conversation on September 6 we were informed that a modification was to be made on sheet 2 and the modified sheet was received on September 11. This proposal will provide sewerage for an area bounded by Baranof Avenue, a street 350' east of Chain of Rock Street, Eagle River Road, and Baffin Street. Sewer lines will be 8" Class 50 D.I. and construction will be in conformance with the Municipality of Anchorage 1976 Standard Construction Specifications. In our telephone conversation of September 6 we informed you that with the modifications proposed on sheet 2, the plans appeared to be satisfactory. We regret this error. The area to be served by this project has numerous on-site wells. Please refer to Table A, Minimum Separations Between Surface or Subsurface Water Sources and Potential Sources of Contamination from our Drinking Water Regulations. A copy of these regulations is enclosed for your convenience. Please note that the minimum separation between private wells and community sewer lines is 75 feet, and between private wells and manholes or cleanouts if 100 feet. In this proposal, the minimum separation distance is exceeded 12 times with the separations in wo cases being only 25 feet. If this project is to be pursued further, we will look for the report justifying lesser separation distances than shown by Table A of the regulations, or a satisfactory rerouting of the sewer lines. Sincerely, a Richard (I. Britt Facility Construction $ Operation Enclosure �^5' y YSY JA`! t ♦ t..L L ✓ 4• 1 !,�_ J • IY MSS /'l� rte' Y i J � J. t r. ! t r t .t.... .� � v) t .� - ..�.., .:i.. 2rr, t �'�'� P..i t. r r s `. t t e � � ^a Li` �1 �i.iN '(t'1 f t � it t • t t, t i !r. T{int ' �r�rC f.•.. •I 1 Y Zhu.%�� .. -,).. •k. t�• • - t � .,Y ..1^ � .J `iif ♦ T ! ��,� ! r � J ..! r Y. . 3, ..1 � < s �.ii fir•. r?. :. t 'a•:.. ""T•��C/rl tii•;F.� fi:� .M '1 ry. � ., 1. .ei Lim,. !•1 .. . . ... i— � ..-S, ,y`.. r _ _ .. N Installation of Culverts: this contract, whether a expense, and whether new Class C bedding compacte 16. SOILS c d All culverts installed t Owner's or Contractor's or used, shall be bedded to 958 maximum density. under with Soils investigations were made and a copy of the reports a're included in these specifications. The Owner does not warrant the correctness of the soils investigation or any interpretation, deduction or con- clusion given in the report relative to the sub -surface conditions. The bidder shall make his own deductions and conclusions as to the nature of the materials to be excavated, the difficulties of making and maintaining the required excavations, the difficulties which may arise from sub -surface conditions, and shall accept full responsibility thereof. No extra payment will be made contract price because of any information relating to soil provided by the Municipality disclosed at the site of the the contract. 17. EASEMENT STIPULATIONS over and above the difference between the and foundation conditions and the conditions work during the progress of Memorandums of Agreement have been made between the Municipality and the property owners and have been "included as a part of these specifications. The Contractor shall make every possible effort to abide by these stipulations. However, these stipulations shall not relieve the Contractor of his obligations to all of the property owners to restore their property as closely as possible to its condition prior to construction. 18. 'TEST OF WORKMANSHIP The contractor shall subject all sewer lines to infiltration or exfiltration testing in accordance with Section 50.021 Article 2.5 of the Standard Specifications, with the following exceptions. All sewer lines passing within 50 feet of any private water well, cr within 100 feet of all other water wells shall be tested for exfiltration in addition to any infiltration test performed. All testing shall be considered a subsidiary obligation under furnish and install pipe and no extra payment will be allowed for this section of work. SP -5 t-1 Iq -190-91- &J Lb4 1`� CIL 5 ESCRIPTION . Ally RECEIVED - .:J I JON APPOINTMENTS Feet Lot 13, Block 3, Eagle River Heights. TIME TIME �1.� 1' TIME C DATE DATE DATE ^ f INSPECTOR INSP(TOR INSPECTO!(Ipp'J�) Q n Two Five 0 MULTIPLE FAMILY 0 Three 0 Six 7. WATER SUPPLY 1�fCll��- MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & DEPARTMENT OF HEALTH & ENVIRONMENTAL PROT E CTItWIRCNMENTAL PROTECTION 825 L Street - An<horage. Alaska 99501 depth (attach Intl if available) 1 FEB 2 0 1981 ENVIRONMENTAL SANITATION DIVISION Telephone 2644720 RECEIVED REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on pale 1. Incomplete requests will not be processed. Please allow ten 1101 days for processing. 1. PROPERTYOWNER PHONE —Robert_ L.. &_Mary�_Grindle _..--_—_.. _ _.. 694-2505 MAILING ADDRESS Box 80 ChaiA of Rock - — YR61EHTY RESIDENT 111 ddle,ent lrom above) PHONE � 2. BUYER (PHONE 243-3351 MAILING ADDRESS - 3900 W. Inter -national Airporto Northern Air Caro Anchorage AK 7. LENDING INSTITUTION PHONE r t Nortagc_C9.ip 276-0117 MAILING ADDRESS 207 .E. Northern Li hts 4. REALTOR/AGENT PHONE Totem Realty, Inc/Jim Montague _ _ 694-9494 MAILING ADDRESS ., Box 911 Eagle River, AK 99577 5 ESCRIPTION ;1 /2 Lot 12, andSouth 25 MTLOCAfibt� Feet Lot 13, Block 3, Eagle River Heights. H-----------��--_— -- Chain of Rock G. TYPE OF RESIDENCE NUMBER OF,BFUHUOMS 0 One Four 0 Other A.2 SINGLE FAMILY n Two Five 0 MULTIPLE FAMILY 0 Three 0 Six 7. WATER SUPPLY Eld INDIVIDUAL* *ATTACH WELL LOG. A well log is required for all wells drilled 0 COMMUNITY since June 1975. For wells drilled prior to that date, give well 0 PUBLIC UTILITY depth (attach Intl if available) 8. SEWAGE DISPOSAL SYSTEM 0 INDIVIDUAL/ONSITE" YEAR ONSITE SYSTEM WAS INSTALLED. >7X PUBLIC UTILITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REOUEST BEFORE PROCESSING CAN BE INITIATED. 72010(R.v. 6/70) I' i Is[/9'+De) oto Et 31 VO 03AOUddVSIO ❑ (amipiiaa Auecllu000e Isnul iallap IVAOUddV 1VN01110NOO ❑ SMOU039 UW (13AOUddV---7j S1NIMNOO 'S ---_.__ 101113M2N Dull +a.nag c:uV umldsosgV +Iuel 6wploH /and:rg Dull lol Isanrau of ea,v uontllosgV :Ol -113h%Dull S33NVISIO '1+ IVIU3IVW V3UV NOI1dHOSflV JV1O1 113Hn10VdnNVW NNVl 403dA1 :SUOISuaunp DAIG apewaluoy $1 duel 11 :D:!S MUC.L GIu Ploll❑ io Juej 311das❑ - ON71VH S110S 113l-VlSNI PallllaA U01133 MOO Alniln Onand❑ 311S• NO/1Vn01AICNl❑ W31SAS IVSOdS10 30VM3S 'c 0311VISNI 31Va H3OMN 1IM13d a3A1333H 00l palluaA uoU�auuoO Ai lun 011end [:1a3llllla AlINnWVlOO ❑ IVnOIAIONI ❑ Aldrins 1131VM 'Z 31Va 113M i0 lild3a U3nwnN 11VOI3d XIS ❑ unoi ❑ OAU ❑ U3H10 ❑ 3AId ❑ 338H1 ❑ 3NO ❑ AIIWVj 31dlllm ❑ AIIWVd 310NIS ❑ 3ON301S3U 30 3dA1 'l SVYOOUC39 dO eauwnN AINO 3sn IVIONJO HOJ MIS SIHI .0 5. LEGAL DESCRIPTION `� DATE RECEIVED INSPECTION APPOINTMENTS — TIME TIME TIME DATE DATE DATE , 6. TYPE OF RESIDENSE NUMBER OF,BEDROOMS ❑ One - F ❑ Other !� 0 ❑ Two Five ❑ MULTIPLE FAMILY c INSPECTOR INSPECTOR INSPECTOR MUNICIPALITY OF ANCHORAGE MUNICIPALITY CF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION DEPT. OF ICALTH & 825 L Street• Anchorage, Alaska 99601 VNRONLENTAL F;:CTECTION ENVIRONMENTAL SANITATION DIVISION AUG 2 7 1980 *Dw Telephone 264-4720 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWN CAYW NE' D DIRECTIONS: Complete ell parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. OPERTY OWNER PHONE PUBLIC UTILITY 1 vP LING ADDRESS PROPERTYRESIDENT (if different from above) PHONE 2. BUYER PHONE MAILINGADDRESS g /rTC 0 3. LENDING INSTITUTION PHONE MAILING ADDRESS 4. REA TOR/AGENT OC71�1 PHONE MAILING ADDRESS Z 0zS-�. Q-. - 13 bo 5. LEGAL DESCRIPTION `� ,.a' 6 5 STREET LOCATION 1k t OG 6. TYPE OF RESIDENSE NUMBER OF,BEDROOMS ❑ One - F ❑ Other 3= SINGLE FAMILY 0 ❑ Two Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six 7. WATER SUPPLY E� INDIVIDUAL- *ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) S. SEWAGE DISPOSAL SYSTEM ❑ INDIVIDUAL/ON-SITE" r YEAR ON-SITE SYSTEM WAS INSTALLED. PUBLIC UTILITY 1 vP NOTE: THE INSPECTION FEE MUST AC OMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72010 (Rev. 6/79) �0 THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLICUTILITY Connection Verified PERMITNUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ❑INDIVIDUAL/ON-SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER DATEINSTALLED INSTALLER ❑Septic Tank or ❑ Holding Tank Size: If Tank is homemade give dimensions: SOILS RATING TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL -. 4. DISTANCES WELLTO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS 0�—`APPROVED FOR ��i- BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) E3 DISAPPROVED DATE By 72.010 (Rev. 6/79) �-' MUNICIPALITY OF ANCHORAGE DEPAPTITMENT OF HEALTH A ENVIRONMENTAL PROTECTION US L Stmt • Andwage, Alaska 98501 _ 1 ENVIRONMENTAL ENGINEERING DIVISION Telephone 2644720 REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all Parts on Page I. Inoonglab regtsasb will not be processed. Raw allow ten 110) days for procwing. 1. PROPERTY OWNER PHONE Jack and Myrtle Winterstein MAILING ADDRESS Chain of Rock Road Ea le River PROPERTY RESIDENT lit different iron above) PHONE —0- 7. WATER SUPPLY 9. BUYER Roy and Cora Anderson 141 MAILING ADDRESS Willena Drive General Delivery) LENDING INSTITUTION PHONE Alaska Mutual Savings and Loan674-2551 0. SEWAGE DISPOSAL SYSTEM MAILING ADDRESS 1503 W 1st Anchorage, Ak. 99503 4. REALTORIAGENT PHONE Nora Ekstadt and Lou Wood676-8500 ❑ PUBLIC UTILITY MAILING ADDRESS 727 t11,11 Street Anchorage, Ak. 99501 A LEGAL DESCRIPTION 12 Block Eagle River H is &South 2 ft. of Lot 13. STREET LOCATION Rock ad S1 c7ti. �-IL �lcL,ws— l+ �-i ior¢t 1.owas 0. TYPE OP RESIDENCE U B ❑ One 12 Four El Other ® SINGLE FAMILY ❑ Two ❑ Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six 7. WATER SUPPLY ® INDIVIDUAL' ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For walls drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) 0. SEWAGE DISPOSAL SYSTEM ® INDIVIDUAL/ON-SITE" a.lf' ividual/on•site,give installation date . If stem is over two (2) years old an adequacy test is required ❑ PUBLIC UTILITY by hjpQeplxtmedj BEFORE PROCESSING CAN BE INITIATED NOTE: THE INSPECTION FEE MUST ACCOMPA EACH EQU�EST 72-01013/78) W- 7AL:�6 ,1 THIS SIDE FOR OFFICIAL USE ONLY f INSPECTION APPOINTMENTS DATE RECEIVED TIME TIME Time DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLICUTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED & SEWAGE DISPOSAL SYSTEM ❑INDIVIDUAL/ON -SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER DATE INSTALLED INSTALLER SOILS RATING ❑SepticTankor ❑Holding Tank Size: If Tank is homemade give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCE$ WELL TO: Tank Absorption At" Swear Lim SLine creel of one Absorption At" to nearest Lot Line S. COMMENTS IJ..A wa R P ce .t a. 10( I22__APPROVEDFOR BEDROOMS ❑ CONDITIONAL APPROVAL (letter must acro ny certificate) ❑ DISAPPROVED DATEBY /'� Y Ay!/ lel 2- /. LEGAL DESCRIPTION 72-010 1 Rev. 3/781 n MunicipaW Of Anchorage August 11, 1978 Lou Wood Glacier Realty Anchorage, Alaska n POUCH 6-650 ANCHORAGE, ALASKA 99502 (907) 276-2221 GEORGE M. SULLIVAN. MAYOR LAW DEPARTMENT OFiis'tltl7lvKriti+i.E:4@AW a E4 Property Management/Right-of-Way Division Re: EAGLE RIVER HEIGHTS SANITARY SEWER, S-22-77 Dear Mr. Wood: FILE: S-22-77 In regard to the above referenced project, enclosed is a copy of the letter mailed to the property owner. The construction plans are now being finalized and Sewer Utility plans to advertise for bids as soon as possible. Barring any unforeseen problems construction will be completed during the 1978 construction season. Very truly yours, de�v- Kennon Right of Way Supervisor JK/kl n May 11, 1978 CERTIFIED 285082 Jack W. b Myrtle Wintersteen Box 57 Chain of Rock Road Eagle River, Alaska 99577 RE: EAGLE RIVER HEIGHTS SANITARY SEWER, S-22-77(4) Dear Mr. S Mrs. Wintersteen: The purpose of this letter is to let your know that the easement and construction permit requested from you is necessary for the Eagle River Heights sanitary sewer project. Since we could not reach an agreement, our Attorney's Office will initiate the necessary legal action to have the Courts grant the easement and temporary construction permit and determine compensation. .a The majority of the property owners in your neighborhood approved this project and the Anchorage Assembly authorized construction by Ordinance No. 75-153. This authorization includes acquisition by condemnation, including use of declaration of taking, if necessary, of any easements whether temporary or permanent in or near the project right of way that are necessary for the construction of this project. Should you have any questions regarding this project, please contact Dick Weinig of our Attorney's Office, telephone 264-4230. JJK/bd I Respectfully submitted, John J. Kennon Right of Way Supervisor RECEIPT FOR CERTIFIED MAIL --30 P.O.. STATE AND 11P CODE pvahows 10 as>4 --- �I or ICES ERV ICES EOR ETHD PM i. shows Eo roam i WM1R Rrbr4r, RECEIPT 7. fears U rMm. SERVICES Wda OVIVtr DELIVER TO ADDRESSEE OI.L1' ...... SPECIAL DELIVERY (.em fa. r.w� PS Farm3800 NO INSUREN( Apr. 1971 NOT FOR MAIL plus postage)! POST OR DATE t I ! l'r It (S., ether rid.) ' . CPO: 10710-460.14 5 I3 to SENDER: C Calms stmt 1. a, and S. Add root eddsra in UY "RETURN TO" apace en IfYfIY. 1. The following servim it requested (check one). aShow to whom and date delivered ............25! E] Show to whom, date, ✓k address of delivery .....45f RESTRICTED DELIVERY. Show to whom and date delivered ............85! RESTRICTED DELIVERY. Show to whom, date, and address of delivery .. $1.05 (Fm shown arc in addition to postage charges and ocheri IM). 2. ARTICLE ADDRESSED TO: 1� W -IL V i Hyr+le, W rr1e TSTCCrd &-67 Ch t;n 04 PoU Qeactel Ea916,Guer, 063[[ 9q6-7;7 S. Amu DESCRIPTION: REGISTERED NO. CERTIFIED NO. INSURED NO. ag�bR�- Il I (Ahrays a4taln signalura M adaanaaM or agent) 1 I h e sec ived the article described above. SIGNA E ? ❑ Addressee+ ❑ A lhoriud gent 1 O COF DELIVERYK DDRESS (Complab enIFp H n0usatV>6�. 6. UNABLE TO DELIVER BECAUSE:. „,. LS Yr w:Rn aes-e: