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HomeMy WebLinkAboutANOTHER LT 5i�ojlllllljl CAD /Q /� MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION 1 ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME NFW F1MkUPGRADE_ MA ING ADDR SS LEGAL DESCRI TION r A, I, LOCATIO NO. OF BEDROOMS or e W II Absorption area f D e lingPERfV�fT NO DISTANCE TO: G7-9 2 w2 Manufacturer Material �+ No. of compartments 2-1 ~ CAI Liq.c pacit i allons Inside length Width Liquid depth IF HOMEMADE: Y DISTANCE TO: Well Dwelling PERMIT NO. _j 0z O Z F Manufacturer Material Liquid capacity in gallons 0 I a f Foundation Nearest lot line P MIT w = DISTANCE TO: h d,41 -DISTANCE 92 J LL z Z w+ No. of lines Len Beach ling Total le th of line 0 Trench vvidUi inches Distance between lines ` V CC 1�— Top of tile to fi ish grade r Material beneath tile Total effective absorption area p inches - 7 Length Width Depth PERMIT NO. ILL! C7 F- Type of crib Crib diameter Crib depth Total effective absorption area a U.1° W Well Building foundation Nearest lot line DISTANCE TO: Class Depth Driller Distance to lot line PERMIT NO. a w � DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS Y 4-11 SOIL TEST RATING o>aA/t-0c&ti 0 3d� INSTALLER A REMARKS //AA �� E of I 3 -t of be-- F h. of 'qt-ayel v APPROVED DATE LEGA-LL / l L 0-/- 72-013 (Rev. 3/78) TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING (5Q FT/BR)- 125 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: IL12 ��12 ��Fw%rlE=:L__ 1""," THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHIWFIELD. THE DEPTH OF H TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND HND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). Fz? 0 (it k.A :1 Fit EE El ��F:., 1"" :1 '1 ��r-J 1 2" EE= AL 21 & Ef C! FR L. L. CA VA� PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. 0- hi lC_y �'_"" 3E 14 ST FA Er CD w x c) ros, ��F.E-i" Ff EE CA LJ 3: FZ EE E> BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION MINIMUM DISTANCE BETWEEN H WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR H PRIVATE WELL OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL MINIMUM DISTANCE FROM H PRIVATE WELL TO H PRIVATE SEWER LINE IS 25 FEET AND TO H COMMUNITY SEWER LINE IS 75 FEET. WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAY,.':"; OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS HRE AVAILABLE TO INSURE PROPER INSTALLATION. E>EEC3EwVqE3E=FT I CERTIFY THAT 1: I HM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 4 BEDROOMS. SIGNE__________________ ISSUED BY__��__��'_^^~`�- _DHTE___^ ��-���~- Y4.�� ��- ----- --���-//�'��� �---« /� ,/ 01 t.j pyl 110 1: W-1 1=1 f.. 1 1- "w" 13 F"i 10:5 4-4 �F'Il E.*-'.:: DEPARTMENT HEALTH HND ENVIRONMENTAL iQTECTIOW 825 'L' STREET, ANCHORAGE, HK. 99501 264-4720 t4EEL.L. FAKAE> PERMIT NO ( 820178 ) APPLICANT KIRK MCGEE BOX 851 99510 276-8243 LOCHTION LEGAL L5 ANOTHER SID LOT SIZE 45300 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING (5Q FT/BR)- 125 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: IL12 ��12 ��Fw%rlE=:L__ 1""," THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHIWFIELD. THE DEPTH OF H TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND HND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). Fz? 0 (it k.A :1 Fit EE El ��F:., 1"" :1 '1 ��r-J 1 2" EE= AL 21 & Ef C! FR L. L. CA VA� PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. 0- hi lC_y �'_"" 3E 14 ST FA Er CD w x c) ros, ��F.E-i" Ff EE CA LJ 3: FZ EE E> BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION MINIMUM DISTANCE BETWEEN H WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR H PRIVATE WELL OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL MINIMUM DISTANCE FROM H PRIVATE WELL TO H PRIVATE SEWER LINE IS 25 FEET AND TO H COMMUNITY SEWER LINE IS 75 FEET. WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAY,.':"; OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS HRE AVAILABLE TO INSURE PROPER INSTALLATION. E>EEC3EwVqE3E=FT I CERTIFY THAT 1: I HM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 4 BEDROOMS. SIGNE__________________ ISSUED BY__��__��'_^^~`�- _DHTE___^ ��-���~- Y4.�� ��- ----- --���-//�'��� �---« /� ,/ ALASKA MIROW11TAL COnTROL SMICeS, Inc. 6nqineerinq & 6nuironmental Studies Ok I, 44 I : "T, . . , -, , I LOA11 2 -4IC, tJ J 11 %4 9 sf 1 5 - f I (D 20 20 20 L-- -- S)O -i j '. J - room of 2 1220 West 25th Auenue • Anchorage, Alaska 99503 • (907) 276-1361 C'9 O J N F- O co N 0 240 -azo s O T r O J Iff s w(bmZZ �t BOX 13609 .STAR ROUTE A ANCHORAcml, AX.ASgA 00502 344-7"714 SIX INCH WATER WELL DRILLED AND CASED - T-ro-'it'•HE'DEPT DRILLED AT THE RATE OF 23. On PER FOOT. ''PROPERTY OWNER LOCATION OF WELL S DRILLER nc n �c GL. u 6 or 'cnpa, ,t WELL LOG: 0-----24' TTL S� U. !. AaueL. .icue�ztL �„L1LL 1JacL %e'L�. OF It 05 t 243-7923 24----41' Cou ✓uc GLc�,, 41----.jU' to `�C.CUL. rc ^ �J;LCJ2,te(r rlL^Uo.( • 58,---405' 33c.&tacL. z Sedrrr mtat* Rc6k. _ate,t vj_elLd o.; .5o, -Le .,,, w{.L ptoc'bjc,} .ort at 7'C0 33 �hocsia-r -� a ;`cAe A O -r fsO,ZOLL4 tock at 03-15 L ` ' � o �1, a. _ F n ^i'c;': on.e �w! ;�_ � , r 7a-�e,L '`cr c'r. �oduc-t-ia, ouet a -LL �hotm an clout a'. 7; -,,at-; r�� how'z. h.� �, 30 ,"_CC t ar dhZ UUna 1 �L�ed " Gtc L �y ..Lc -et 24 hou,� •f uze .�� ,�e 4liau.Ld be 1 �00 �a 103 0 C g ads ae,z dace. 330 cnd kr., k cam ,in.r,: at I. g..a,L4 ;ee,� .;°a o 52G gut,� in ca4tl all- as` '. 350 ita COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF u050.00 THANK YOU VERY MUCH. BERNIE CLAUS OF RAMPART DRILLING WORKS DATE i;.at� ' SERVICE CHARGE O F 1 %s% PER MONTH WILL 8 SSESSEDr O PA DUE ACCOUNTS. " . MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES M 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 1. D. # LY:.n - C�q 33 -,1)J-I HAA # W �°1 � 0 3).) 1. GENERAL INFORMATION Complete legal description Got 5; Another Subdivision Location (site address or directions) 16550 Chasewood, Anchorage, Alaska Property owner Kirk and Marilyn McGee Day phone 345-1827 274-8639 Mailing address Lending agency Day phone Mailing address Agent Kay England/JACK WHITE COMPANY Day phone 563-5500 Address 3201 C Street, Anchorage, Alaska 99503 Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 99 3. TYPE OF WATER SUPPLY: Individual well xx 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 y( Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA #21 S. 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 17034 Eagle River Loop Road No. 204 liagie River, Alaska 99577 Engineer's signature 6. DHHS SIGNATURE Approv-ed for bedrooms. ----Disapproved. Conditional approval for Date bedrooms, with the following stipulations: Additional Comments ,SFE AITA-CHED MET 12 T3 ALL- Co1_ep-N ED By: �GE i SZ`L LT -4 Date L f G G%_ 111Th 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 their lending institutions in orderto 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. 72-025 (Rev. 1/91) Back MOA #21 Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: &J'S' ` Parcel I.D. A. WELL DATA Well type t'M& ►f- If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) W Date A" - f Z -�n Driller iiZoaals-Jitiq I1.1 oJ>�5 Total depth Cased to !q D �t Casing height Sanitary seal (Y/N) N Wires properly protected (Y/N) Date of test Static water level Well flow FROM WELL LOG - 121- !j-0 �o Pump level V I< - we.(( h fdpro{�rAciured I&- Z — -J SEPARATION DISTANCES FROM WELL TO: // + AT INSPECTION MUNICIPALITY OF ANCHORAGE ( — C I MORLNMENTAL SERVICES DIVISION � 40V 1 2 1991 P.M. �cC RCEIVED Septic/holding tank on lot cryo f f- ; On adjacent lots 00 Absorption field on lot /00 ' ; On adjacent lots ! D D 1 " Public sewer main /J /64 Public sewer manhole/cleanout A Sewer service line Z Petroleum tank 6) OA) Ij:LDLI) PJ WATER SAMPLE RESULTS: �. ' Coliform _"�; I i � �64Lf6 tom- Nitrate �►� J t S&C s � ,� Other bacteria ZCPa Date of sample: (' D (" I Collected by: �6 B. SEPTIC/HOLDING TANK DATA Date installed 4- 3 b Z Tank size I Zs [7 a W( Compartments Cleanouts (Y/N) V Foundation cleanout (Y/N) G Depression (Y/N) K) High water alarm (Y/N) ( /14 Alarm tested (Y/N) N� 1.4 Date of pumping — Z 3 '" q Pumper O✓ A !n�► r N �►'U�� SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s)onlot (' �� On adjacent lots (. Db Foundation To property line ` Absorption field Water main/service line 7 y t Surface water/drainage ( t)o t 72-026 (Rev. 7/91) Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Size in gallons Vent(Y/N) High water alarm level p on" level at Meets MOA electrical codes (Y/N) Manufacturer Manhole/Access (Y/N) SEPARATION DISTANCE FROM LIFTST ION TO: Well on lot On adjace lots D. ABSORPTION FIELD DATA "Pump off" level at Cycles tested Surface water _ Date installed 'T 2-2 _ Z Soil rating Z S � System type __71i:'& Length 3 Width 2 Gravel thickness -5 to Total depth 9 0 l 3 Total absorption area Cleanouts present (Y/N) Depression over field (Y/N) fJ Date of adequacy test Results (pass/fail) —� S S for ^t bedrooms Peroxide treatment (past 12 months) (Y/N) -J I IL4 If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lotron t On adjacent lots I no f Property line ( O � To building foundation to Y- To existing or abandoned system on lot �J 4 r . � On adjacent lots t Cutbank y Water main/service line Z S 4 r � Surface water j go t Driveway, parking/vehicle storage area f Curtain drain E. ENGINEER'S CERTIFICATION 1 certify that 1 have checked, verified, or conformed to all MOA and HAA guidelines in 4N to of this inspection. � Olr A4 S & S ENGINEERING Signature P Road No, Engineer's Name Eagle River, Alaska 99577 Date — e 11 �U � HAA Fee $ l & Date of Payment U- 2- � Receipt Number 2'�1 72-026 (Rev. 3/91) Back MOA 21 Waiver Fee: $ Date of Payment Receipt Number It1-nuFE551\J1',�+ November 19, 1991 Re: Lot 5, Another Subdivision - Health Authority Approval To All Parties Concerned: The private well which serves the subject property has been deepened and hydrofractured as a means of increasing well yield. The reported yield prior to the hydrofracture procedure was 0.28 gallons per minute. The tested production after the hydrofracture procedure was 2.9 gallons per minute. All parties concerned are advised that the current reported yield may increase or decrease with time. Joh Smith, P.E. CHEMICAL & GEOLOGICAL LABORATORY A DIVISION OF COMMERCIAL TESTING & ENGINEERING CO. 5633 B STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907) 562-2343 FAX: (907) 561-5301 Client Sample ID:LS ANOTHER S/D PWSID :UA Collected NOV 1 91 @ 11:40 hrs. Received NOV 1 91 8 16:00 bra. Preserved With :AS REQUIRED ANALYSIS REPORT BY SAMPLE for WORRorder# 39894 Date Report Printed: NOV 6 91 @ 09:33 Client Name :S 4 S ENGINEERING Client Acct :SNSENGP BPO # PO # NONE RECEIVED Req # Ordered By :R. SHAFER Analysis Completed :NOV 4 91 Send Reports to: Laboratory Supervisor EPHEN C. EDE 1)S & S ENGINEERING Released By : G ��� 2) .................................................................................................................................... Chemlab Ref #: 915901 Lab Smpl ID: 1 Matrix: WATER Allowable Parameter Tested Result Units Method Limits ------------------------------------------------------------------------------------------------------- NITRATE-N ND(0.10) mg/l EPA 353.2 10 Sample ROUTINE SAMPLE COLLECTED BY: R.D.J. Remarks: .............................................................................................................. 1 Tests Performed See Special Instructions Above UA -Unavailable ND- None Detected See Sample Remarks Above NA- Not Analyzed LT -Less Than, GT -Greater Than Ash S13S Member of the SGS Group (Societd G6n6rale de Surveillance) 10 17034 Eagle River Loop Road Eagle River, Alaska 99577 I ROBERT A. SHAFER CIVIL ENGINEER 694-2979 PROJECT:-- l 1r__k 4 U"" �� Q£�� `M'61*0 �-eV DATE OF TEST: LOCATION OF WELL (Legal Description): /Ay lcsiliop 6 1 t WELL DEPTH: ��� FT. CASING: �� FT. SCREEN: DATE DRILLING COMPLETED: �' !/ {U —' � DRILLER: STATIC WATER LEVEL (Top of Casing): 1 FT. DATE: - 1 ^� CLOCK TIME ELAPSED TIME SINCE PUMPING STARTED/ DEPTH TO DRAWDOWN! PUMPING STOPPED, MIN. WATER, FT. RECOVERY RATE, GPM REMARKS 0 (SWI) 0 0 Start 641 FLk4l L� 1 5 \ 3 10 15 20 2_ 257.4 30 l 2. p 3 35 40 45 50 55 60 (1 hour) 90 ZIS" 120 (2 hours) p 'Z Wy Z40 2_ G 150 180 (3 hours) �JiUI �M 210 D O _ 240 (4 hours) �QI.00d.•� OpDY4y�4YLV RECOVERY � `T �l t 0 0 . ® TPS 10 15 [A <. 20 lfj 25 30 35 Comments: V1► �� 1 I Flow is not Guaranteed AA Subsequent Variations Can Ocdur• MAWIPAMU N COV 12 19A t. i-l��zt��i-i�►��r� services SIX INCH WATER WELL DRILLED -- ---—OUT TO THE DEPTHD�NOF DRILLED AT THE RATE OF 4 23.00 PER FOOT. PROPERTY OWNER Mr. 9c 'sirs. (Kirk & Marilyn) McGee 345-1827 Q­nL-A_ h� ,r LOCATION OF WELL SITE Lt. ,!� Blk. Sub. 16550 Chasewood Anchorage, AK DRILLER Bernie Claus of Fampart Drilling Works. WELL LOG: Initial Water Well deepened from 405 feet to 705 feet. Invoice 225 feet. 405 - 705' A sedi-metamorphic bedrock. Several areas of weathered fissured bedrock with potential water bearing granular formations. An aquiferous area between 693.to 698 showed good latent water supply, however, with high resistance (fine porous rock) not allowing the water to break in with good quantity. Several times during the year (spring & fall) this Well should improve dramatically as more pressure from a greater quantity of water from any moderately heavy rainfall occurs. This Well should, with use, improve greatly from what it produces presently.. 240 GPD. This Well, poten- tially should prove to be 1,200 GPD. Time should prove this information cor- rect. Hydrofracking may or may not speed up the breakin of water thru this fine porous rock. Water recovery at its full static level should be within approximate sixty feet of the surface. All effort was ;made to afford the greatest amount of water possible in this Well. :pow, time is of the essence as this Well increases in yield. 511,000.00 paid on this account 6-29-90. $23.00 per ft. x 225 ft: $5,175.00 COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF $4,175-00 THANK YOU VERY MUCH. BERNIE CLAUS OF RAMPART ILLING WORKS DATE July 127 1990 SERVICE CHARGE OF IV2% PER MONTH WILL BE ASSESSED ON PAST DUE ACCOUNTS. 3 O J dS W cc7 N W Q a KIRK MCGEE KIRK MCGEE WELL FRAC l NG 15/08/91 ANCHORAGE WELL & PUMP SERVICE NAME: JOB LOCATION:, DATE DRILLED: DRILLED BY: WELL DEPTH: CASING DEPTH: ORIGINAL PRODUCTION: STATIC LEVEL: FRAC DATE: PRODUCTION PRIOR TO FRAC: PRODUCTION AFTER FRAC: CHANGE IN PRODUCTION: FRAC SETS: WATER INJECTED: PACKER SETS: REMARKS: TIME KIRK MCGEE 16550 CHASEWOOD ANCHORAGE, AK 5/15/82 & 7/12/90 RAMPART DRILLING 705 FT (ORIG 405 FT) 58 FT 1.25 GPM 164 FT 8/13/91 17 GPH TESTED: 8/13/91 147 GPH TESTED: 8/22/91 765% INCREASE 5 1395 GALS 1 JOB ACHORAGE WELL & PUMPS SERVICE 6901 Tanaina Drive SHEET NO. ANCHORAGE, ALASKA 99502 CALCULATED BY (907) 24.14 !n T.,.. CHECKED BYr SCALE OF DATE___..__. ._..--- LA APPLI( 'NT FILLS OUT UPPER HA` ' ONLY Property Owner p �`� Time /F14,ne Mailing Address Zip Code Date Buyer AC Inspector Inspector Address Zip Code Inspector Lending Institution // J / Phone ( ) APPROVED BEDROOMS (' ) DISAPPROVED ( ) CONDI ONAL PPROVAL• DATE 2 BY: 'CONDITIONS OF APPROVAL Soils Rating Address Zip Code Well Log Received Realty Co. & Agent Phone Address Zip Code Legal Description Street Location Type of Residence Single Family ❑ Multiple Family No. of Bedrooms ❑ Other Water pply Individual ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. Community For wells drilled prior to that date, give well depth (attach log if available). ❑ Public Utility Sewer .,'sposal EVIi ndividual Year Individual Installed: ❑ Public Utility When Connected to Public Utility: ❑ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: ( ) APPROVED BEDROOMS (' ) DISAPPROVED ( ) CONDI ONAL PPROVAL• DATE 2 BY: 'CONDITIONS OF APPROVAL Soils Rating Date Sewer Installed Well To Absorption Area Well to Tank Well Log Received Septic Tank Size 72023 (3182( ALASKA 6101ROnCY PTAL COnTROL SCC IUS, InC. engineerinq & Cnuironmental Studies September 21, 1983 Municipality of Anchorage Department of Health & Environmental Protection 825 L. Street Anchorage, Ak. 99501 Re: Health Authority On September 19, 1983 our company collected a water sample from the house located on Lot 5 Block 0 Another Subdivision. The property owner is Kurk McGee. The water analysis was satisfactory. A copy of the report is attached. The well is located 104 feet from the septic tank and over 104 feet from the leach field. The electrical wires are encased in conduit. All the standpipes are capped. The well casing stands are 2 feet above ground and has a sanitary seal. —Of ILL 4 �j asA 00. t 00 so �A• s•s • @assassNs *god-@ � as �% Leroy Reid, Jr. �• 2251 •••.•�`l�� •No P 0 r F ESS\'��� 1200 West 33rd Auenue, Suite B • Anchorage, Alaska 99503 • (907) 276-1361 Municipality of Anchorage Development Services Department 1 ►': Building Safety Division On -Site Water 8 Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 020-093-34 HAA# C1 Z V 1. GENERAL INFORMATION Expiration Date: —17— O 3 Complete legal description ANOTHER SUBDIVISION: LOT 5. Location (site address or directions) 16550 CHASEWOOD LANE • ANCHORAGE. AK. 99516 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address LARRY do HOLLY DRAKE Day phone 345-8466 16550 CHASEWOOD LANE • ANCHORAGE, AK. 99516 Day phone CAROL BUTLER w/ REMAX PROPERTIES Day phone 2600 CORDOVA STREET • ANCHORAGE, AK. 99503 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System 3 257-0116 The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given In paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. TYPE OF WASTEWATER DISPOSAL: Individual On-site ❑ Individual Holding tank ❑ ❑ Community On-site ❑ ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given In paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $ ��: s --at, or prior to closing for the engineering services provided. 4. 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 Health Authority 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 riles 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 ALASKA WATER & WASTEWATER CONSULTANTS, INC. Phone 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS. P.E. Engineer's Comments: In conducting this evaluation, AKWWC, Inc. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. AKW WC, inc. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for 3 bedrooms. Disapproved. Conditional approval for Date 03 f eA.�Gprr s.. —7953 eeG �0Wn Professlol °_�� bedrooms, with the fllowing stipulations: WASTEWATER Attachments: �/ '.,�cn_•.• •••5����, HAA Checklist Manitenance Agreements ���i��0 ••i��\� Septic System Advisory Well Flow Advisory Supplemental Engineer's Reort ���J11J1)i111111 Other By: Original Certificate Date: G ` Z 7- U3 (Rev. 12101) 0 M 0 FA Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Sragaw SL P.O. Box 196650 Anchorage, AK 9951"650 www.cl.anchorage.sk.us (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: ANOTHER SUBDNISION• LOT 5 Parcel ID: 020-093-34 A. WELL DATA *WELL DEEPENED FROM 405' TO 705' ON 7/12/1990 Well type PRIVATE If A. B, or C provide PWSIDff N/A Date completed 05/5/1982 Sanitary seal (Y/N) YES Total depth 705 fL Cased to 40+ ft. FROM WELL LOG Date of test 7/12/1990 Static water level 60 ft. Well Log (Y/N) YES Wires properly protected (YM) YES Casing height (above ground) 12+ in. AT INSPECTION 5/13/2003 120 ft, Well production 010 g,p.h, 04.19 g,p,m WATER SAMPLE RESULTS: 'WELL FRACTURED IN 1991 AND REFRACTURED IN 1996. ALSO NEW PUMP INSTALLED IN 1996. Coliform a_ colonies/100 ml. Nitrate 0.1 mgA. Other bacteria 0 colonies/100 ml. 5/20/2003 Arsenic: N/A mgA. Date of sample: 5/13/2003 Collected by: AKWWC, INC. B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEEL Date installed 4/3011982 Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (YM)Y, ES Depression over tank (YIN) NO High water alarm (YM) N/A Date of pumping 5Z13/2003 Pumper DENALI PUMPING C. ABSORPTION FIELD DATA BELOW EXISTING Date installed 4/3o/lasz Soq rating p.d r ftilbdrm) 125 Length 33 ft. Width 3 fL System type DEEP TRENCH Gravel below pipe 8 ft. Total depth'1. 0.411 ft. Eff. absorption area 510 ft' Monftoring tube YES Depression over field NO Date of adequacy test 5/13/2003 Results (Pass/Fall) PASS Fluid depth in absorption field before test 39 in. Water added 6f 6 gal. For 4 bedrooms New depth911 in. Elapsed Time: 28 min. Final fluid depth42_25in. Absorption rate >= 600+ g.p,d, i ' Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date D. LIFT STATION Date installed "Pump on" level at in. Datum E. SEPARATION DISTANCES Size in gallons High water alarm level at Cycles tested Meets alarm & circuit requirements?, SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankpift station on lot 100'+ Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line 25'+ On adjacent lots 1000+ On adjacent lots 1000+ Public sewer manhole/deanout N/A Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 100+ Surface water 100'+, Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehide storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION o r o� • /9S�D�I I certify that I have determined through field inspections and y review of Municipal records that the above systems are in • "' ' ' • • "' • • "' • • • • ' • conformance with MOA HAA guidelines in effect on this date. OO P .J fir y A. rness; Engineer's Printe Na a JEFFREY A. GARNESS Q . E-7953 •••.�:� Date S 1 t3 3 >1*a ea ' • • .... • • VUOL HAA Fee $ 395. Waiver Fee $ Date of Payment 62-13-03 Date of Payment Receipt Number 3((,19 Receipt Number (Rev. 12/01) a cNAS003 IC3 / P 99 lift � 115 to 1 w0 33iOa 5-19-03; 2:08PM; SG91 SGS ReO 1032613001 Client Name AK Water & Wastewater Consultants Inc. Project Name/# 16550 Cbasewood Ln Client Sample 1D 16550 Chasewood Ln Matrix Drinking Water ;907 5615301 # 2/ 3 All Dates/rimes are Alaska Standard Time Printed Date/time 05/16/2003 11:41 Collected Date/rime 05/13/2003 12:40 Received Date/I7me 05/14/2003 9:07 Technical Director ` Stephen C. de r Released B Sample Remarks: Allowable Prep Analysis Parameter Results PQL Units Method Limits Date Date Init Waters Department Nitrate -N O.lOOU 0.100 mg/l. EPA300.0 (<=10) 05/14/03 JS Microbiology Laboratory Total Coliform coVl00mL SM189222B (<=j) 05/14/03 SKW In U 5-19-03; 2:OePM; ;907 5815301 >< 3/ 3 mm CT&E. Environmental Services Inc. mmtlm L Laboratory Division t'o®a®mos000eosmomoommmmmoroorrvmmem.�ms�mo►aimr®oma 200 W. Potter Drive finking Water Analysis Report for Total Coliform Bacteria Anchorage. AK SIMI8-1605 READ INSTRUCTIONS ONREVERSE SIDE BEFORE COLLECTING SAMPLE Tel: (907) 562-2343 Faz:(907)661-5301. MUST BE COMPLETED BY WATER SUPPLIER TO BE COMPLETED BY LABORATORY o PUBLIC WATER SYSTEM I.D. fl Analysis shows this Water SAMPLE to be: PRIVATE WATER SYSTEM Satisfactory O Unsatisfacto O. Send Resuks O Send Invoke Noes„ b oa um�r .. rY . 0 Sample over 30 hours old, results may be unreliable O Sample too long in transit; sample should not be over,�+Chours old at examination to indicate reliable result'. Pleate send new sample via special delivery mail. - Datelleeeived -� a Time Received Send R !/s1,16 Send Invoice �Q Analysis Began alr aW11 f,z-- SAMPLE DATE: Em m Month Day Year SAMPLE TYPE: Routine O Treated Water O Repeat Sample (for routine sample Untreated Water with lab ref. no: ) /� O Special Purpose Time Collected / SAMPLE L C'ATION Collected By �1s391, r te p /2 0 640• • deme hinl Analytical Method:. A!r Membrane Filter O. MMO-MUG 1032613—A— Result*, Analyst clto Sent to A.D.F.C. Anch Fbks Jun ❑ Fazed Date: Time: Client notified of unsatisfactory results:. Phoned Spoke with Fared Date: Time: BACTERIOLOGICAL WATER ANALYSIS RECORD MMO-MUC Result: Total Coliform E. Coli Membrane Filter. Direct Count IliS 0� Gtym foCi� _ Colonles/100 ml Verification: LTB Fecal Coliform Confirmation ' Final Membrane Filter Resuli Reported By/• Comments: P.GB COLI FIRM TNTC- Too Numerous To Coom OB-orkefooeeerk Date . Coliform/100 mi Time O D 3o hrs Member of the SGS Group (SocidtA Gdndrale de Surveillance) •' -•- •••..•••..w .une•nnm ue:.M 1"C" AWIA WFFr VMINIA 6-13-03; 2:04PM; drinking Water ;907 $615301 0 1/ 1 CT&E Environmental Services Inc. „ 200 W. Potter Drive " Anchorage, AK 99518-1605 r Telephone: (907) 562-2343 .Facsimile: (907)561-5301 200 W. Potter Drive Re ort for Total Coliform Bacteria, Anchorage, AK 9951.6-1605 Tel: (907) 562-2343 YF.R.VRSME.BEPORECOLLBCrIN�SifMPM fax: (907).561-5301 BY o PUBLIC WATER SYSTEM I.D. # ., nvn�sR•1c WATRR CY.STEM SAMPLE DATE: • '® ' FI Afontp Day Year SSiPLE •ITPE: ][0 i Roptine ((( C) liepeat Sample (for raytine saGiple withlob rrGiw: —) 13 Special Purpose Comments: . O _ Treated Water Untreated Water Time Collected ti, / 0 Date' Time• " J • . a Pk14eNLN ' - BA;CTERIOLOPICAL WATER ANALYSIS RXCORD MrAO--MUG Result: Total Cullform B Coil WSembraheFilter: Direct Count CAlonies(lObml Verification: LTB BGB _ COLIFIRM Fecal Coliform Confirmation 1 Final Membrane filter Results Coliform/I00 ml Reported By Time - brs Collected By. Analysis shows this Water SAMPLE to be: Satisfactory O Unsatisfactory 13 Samplc.over 30 hours old, Tesults may be unreliable , O• Sai pj too folig iri.trznsi sample should 1 noEbepveatfi6grs ald'at examination to indicate reliable results. Please send I! •near sanlplei via special delivery.mail Date Xteeti ed' ' - A' 3 . Time Received Analysfi Began Analytical Method: � Membrane Filter ' o mmommuo 10 ml. 1032730' — Result* Analyst fmolzN Sent to &D.E.C. • Ancb Fbks Jun F3❑xeA Date: Time: Ciieni notitied of unsatisfactory results: ❑ ❑ Phoned Spoke with Faxed •Lws.Ls 6n c r....... tc.:.i6•d f:6nd•n 1e -Ru..re;lt...�.� TNTC -Too Numerous To Count 03 -0(her BocMta