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HomeMy WebLinkAboutUS SURVEY 3200 LT 24US Survey 3200 Lot 24 #090-041-27 Municipality of Anchorage Page 1 of 3 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 Onsite Wastewater Disposal System and/or Well Inspection Report SW000468 PID Number. 090-041-27 Permit Number. Name:NANCY SWEENEY c/o COLDWELL BANKER Wastewater System: 0 New ■ Upgrade Address: ATTENTION: LAVONNE VOGT ABSORPTION FIELD 2525 C STREET, SURE 100 ANCHORAGE, AK 99503 Phone: No. of Bedrooms: 5 a Deep Trench 13 Shallow Trench ■ Bed O Mound ■ Other* (907) 265-9127 LEGAL DESCRIPTION elnel s,weK Tdd o•vo+ se. erp Rduw. 2.0 wo/sa R SEE REMARKS R Lot: Block: SubdU.S. 0Wh to v n. awW dWh �h OW 0.28 24 — SUIviRVEY 3200 SEE REMARKS R Township: Range: — Seetion: — ra edswi h, we4^d roe : Gewl e.yue 32 R — 0 — 0.75 R ore..l deuu w..,w d en.K okleeo. s.e..., enK WELL: 0 New 0 Upgrade 12 R 5 2.4 R Cbw+rcd+on Vrkwle. Ae•C : Tool G Caooe TW Tdd olwo ptim >ex 384 Plpe Wwtw%t ASTM D-3034/F-810/SCH 40 PVC R FL so. R a°" 0104e °""' s"u` .'l.. ` In W"DENALI SEWER Ddo %13-29/2000 EX\SS\ ^ Tkle: ^""° San AL Ce.hq N"e", Asere areuir: TANK vu R R SEPARATION DISTANCES 0Septic 0 Holding ■S.T.EP. To Septic Absorption Lift Holding Tank IAe/Pr1+eL 5ewsr lr,.. Mp1."�''' ANCHORAGE TANK 2000 From Tank Field Station wa.,.t Nund.r d ewnpoM.d.: Well 100'+ 100'+ - - 25'+ STEEL 2 Surface 105'+ 120'+ - - - LIFT STATION Water 5'+ �+ — — — sue N wnare Ya.,reek.ea 2000 ANCHORAGE TANK ORENCO SYSTEMS Lot 11nw M b,d el: b d: Weh M elv,n et Foundation 5'+ 10'+ — — — TIMER TIMER 45" Curtain ►.'° Yob a 7' owbUwl awpwcuw pwfo » W. I Drain NONE KNOW 20 OSI 05 HHF M.O.A. BENCH MARK Remarks: 'THIS Is A BOTTOMLESS INTERMITTENT SAND FILTER. 1pwlbe .w a..vlvua,: NOTE: THE TOTAL DEPTH WAS LIMITED TO THE REMOVAL OF ALL TOP OF MANHOLE LID CONTAMINATED MATERIAL 3.06 TO 3.86 FEET OF M.OA A..Ymw o..etbn: 96.30 R APPROVED SAND FILTER WAS ADDED. erow,nrs sw. oo6�4p� v0���/,.• ,• V14o0 ' Inspections performed by AWWC INC. Dates: 1st 1,/13/00 Is ......... ... ............� 2nd 11/27-29/00 D D 3rd 12/4/00 :' Q If re y A. ar ess, h C 7953 a� Department of Health and Human Services approval �dOQO Ao Reviewed and approved by: Date: l Z' 'Oo Q44eOyPro IF slon�o� �4000p00 -ou ... $111) ra 25 f 468 AS -BUILT DRAWING PARCEL IDNUMBER: SWO SW000468 090-041-27 NOTE: THE EXISTING SEPTIC TANK WAS REMOVED AND THE EXISITNG BED WAS COMPLETELY ABANDONED. AIR COMPRESSOR--� AIR LINE B " 1 r0y,sB9%s� \ NEW 12' x 32'Gs oyGT c� BOTTOMLESS INTERMITTENT R" O� \ SAND FILTER (ISS e IFCO A B \ NEW 2000 GALLON S.T.E.P. TANK OVERHEAD POWERLINE 12/7/2000 DRAWN BY: 0 \ 44 ALASKA NVATRR & WASTE AVATKR SCALE-- C.J.G. CONSULTANTS, INC. 1 = 30� 6901 DERARR ROAD. WTE !B • ANCHORAGE. AK 995M • PHONE 007)]77-0179 • FAX 907)556-5746 •REPARED FOR: PHONE NUMBER: PAGE NUMBER: NANCY SWEENEY 659-7237/250-5279 2 OF 3 Q = e re A. a ess� iCAL DESCRIPTION: Qa y, '•, C 7953 U.S. SUREY 3200; LOT 24. �OQ�e ' •.,, „ • ' q�Fp� YPE OF WORK: pp�dPFo lessto�°��� AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE ��4pp000� SWONUMBER: AS -BUILT DRAWING PARCEL090� 1-27NUMBER: SW000468 090-041-27 FM Cy.PDE - 95$962 Kwae - 9630 5n 5f2 MN TOP OF f" TOP OF f" Af 1d.Ef - 91.89 OUTLET- 91.92 PNERTOF mm. AfNEf-9138 NOTE: for& DEPTH WA5 LIMttED f0 4E REMOVAL OF A,L COWAMINATED MATERIPL. ELEVATION OF BOTTOM OF OLD BED WA5 91.98 (INTRO)(.) " ELEVAXN OF H OLD 12I5=1TION LM WA5 92.48 (AFPFM.) . INVERTOF DISTPJDU" LNE5 - 90 (A00— NSW 2000 6 U.ON 5,f.U. TANK MfrI'm cADE R 1 - 96.696.7 AP im - 9237-A BOTTOM OF BED - 89.9190.71 (5E NOTE) ALASKA RATER R WASTIMIATRR CONSULTANTS. INC. 6001 DEBARK ROAD, SUTF !B • ANCHORAGE. AK 99504' FNONE 907)]]7-0179' FA% 907)518-524 PREPARED FOR: PHONE NUMBER: NANCY SWEENEY 659-7237/250-5279 LEGAL DESCRIPTION: U.S. SURVEY 3200; LOT 24, TYPE OF WORK: PROFILE AS -BUILT OF SEPTIC SYSTEM UPGRADE 12/7/20( 1WN BY: J.L.M. N.T.S. ;E NUMBER: 3 OF 3 Af OUTLET - 9131 Nowm„ " OVER OLD BED - 95.8996.45 7 OF 5w FLIER - 95.83 (AVG.) .... ......... i Alcan Electrical Engineering, Inc. 6670 Arctic Spur Rd. Anchorage, Alaska 9951 s Fax Cover Sheet I DATE: December 11, 2000 TIME: 12:48 PM TO: AWWC PHONE: 337.8179 Jeff FAX: 3383246 FROM: Alcan Electric PHONE: 583-3787 Sklpp Bri gmann FAX: 662-6286 RE: Mile 104 Seward May. US Survey 320. Lot 24 Jcff- In regards to the sewage lift station that Alcan connected at the above mentioned location. All electrical work performed by Alcan was done to 1999 National Electrical Code, (NEC) standards. If you have any questions please contact me. Thank you! Number of pages Including cover sheet: l I 'd OZ0 'ON A-r� : fJ�rs OINIO313 NV31V WVW z[ OOOZ 71,330 Permit Number: SW000468 Parcel ID: 090-041-27 Legal Description: US SURVEY 3200 LT 24 Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: Owner Name: Nancy Sweeney Lot Size: 132000 SO. FT. Owner Address: HC 52, Box 8850 Total Bedrooms: 5 Permit Bedrooms: 5 Indian , AK 99540-0000 This permit is for the construction of: E Disposal Field Q Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified In Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. 1.) PRIOR TO ANY CONSTRUCTION BEGINNING ON THE 2.) THE ENGINEER SHALL JUSTIFY TO THIS OFFICE THE ENCROACHMENT OF THE GALLON SEPTIC TANK (IF IT IS REUSED) TO THE HOUSE FOUNDATION. Received By: Issued By: Date: 11-6-00 MUNICIPALITY OF ANCHORAGE II/I1(S� ��PY�'1 3 Department of Health and Human Services On -Site Services Program /� 114 /Q0 QY((,)(� t 1_n 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (' �V (907)343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT I I Iaq lCiD e, Upgrade Date Issued: Nov 06, 2000 Expiration Date: Nov 06, 2001 Permit Number: SW000468 Parcel ID: 090-041-27 Legal Description: US SURVEY 3200 LT 24 Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: Owner Name: Nancy Sweeney Lot Size: 132000 SO. FT. Owner Address: HC 52, Box 8850 Total Bedrooms: 5 Permit Bedrooms: 5 Indian , AK 99540-0000 This permit is for the construction of: E Disposal Field Q Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified In Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. 1.) PRIOR TO ANY CONSTRUCTION BEGINNING ON THE 2.) THE ENGINEER SHALL JUSTIFY TO THIS OFFICE THE ENCROACHMENT OF THE GALLON SEPTIC TANK (IF IT IS REUSED) TO THE HOUSE FOUNDATION. Received By: Issued By: Date: 11-6-00 ALASKA WATER & WASTEWATER CONSULTANTS, INC. October 30, 2000 Phillips Petroleum Company 1600 Smith Street, Suite 3950 Houston, Texas 77002 Attn: Jeanie Johnson REFERENCE: Property Owned by Brian & Nancy Sweeney at Mile 104, Seward Highway, near Anchorage, Alaska. US Survey 3200, Lot 24 Dear Ms. Johnson, This weekend, Mr. Sweeney and the adjacent property owner (Kevin Heater) installed a drainage culvert so as to divert the flow of drainage away from Mr. & Mrs. Sweeney's septic system site. I made a site visit to the property on 10/29/00 (Sunday) and found that the work had been substantially, but not fully, completed. It is anticipated that it will take approximately 1-2 hours of additional backhoe time in order to fully bury the culvert. According to Ms. Sweeney, they are willing to pay the contractor that performs their septic system upgrade to finish the work; however, the contractor will first have to gain approval from the neighbor to access and work on his property. If you require addip*al information, please contact me at 337-6179. 6901 Debart Road, Suite 2-D • Anchorage, Alaska 99504 Ph: (907) 337-6179' Pax: (907) 338-3246 • Website: akwwc.com ALASKA WATER F& WASTEWATER CONSULTANTS, INC. September 27, 2000 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic System Upgrade for U.S. Survey 3200; Lot 24 (Bottomless Intermittent Sand Filter - ISF) To whom it may concern: The existing 5 bedroom house is served by a private well and septic system. The existing septic system consists of a 2000 gallon septic tank and a bed type drainfield. The existing bed is surcharged and must be upgraded. We are proposing that the integrity of the existing 2000 gallon septic tank be verified and if found of good integrity, install a 500 gallon lift station with the pump control system. If the existing septic tank is found to be of poor integrity, a new 2000 gallon S.T.E.P. tank is to be installed and the existing septic tank is to be completely abandoned. We are also proposing that a innovative Bottomless Intermittent Sand Filter (ISF) system be installed in the perimeter of the existing bed. Comments regarding the proposed upgrade are summarized as follows: 1. GENERAL: Due to the steep slopes, the house location, surface water area and the 100 foot well radius, the existing bed location appears to be the most suitable area for an on-site septic system. It is our opinion that a Bottomless ISF system is the most viable option. 2. SOILS: Attached is a copy of the soil log for the original installation. It is our opinion that a application rate of 2.0 gallons/day/ft2 should apply. 3. DRAINFIELD DESIGN: Bottomless Intermittent Sand Filter (ISF) a. Percolation Rate: 28 minutes/inch b. Allowable Application Rate for ISF: 2.0 gallons/day/R2 c. Number of Bedrooms: 5 d. Design Flow: 750 gallons per day e. Minimum Absorption Area: 375 ft2 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 f. Effective Depth below pressure pipes: 3+ inches g. Width: 12 feet It. Length: 32 feet. i. Effective absorption area = 384 fl2 j. Air Supply: Thomas Industries, Model 5070, "Anchorage Tank". k. Air Supply Line: "Wasteflow" emitterline, 1/2 inch I.D, "Anchorage Tank". 1. Sand Material: In accordance with M.O.A. latest standards m. Pea Gravel: 100% passing 3/8" sieve, less than 20% passing the 1/4" sieve, and less than 1% passing the 48 sieve. We are proposing to excavate the proposed ISF in the middle of the existing bed and limit the excavation depth to the removal of all contaminated material and then place a minimum of 6 inches of sand, install the air supply line, and cover it with 1.5 feet of sand. On top of the sand, we will place a minimum of 6 inches of 3/8 inch pea gravel, with the pressure laterals midway in the layer. We will use a conventional lift station (Anchorage Tank), equipped with a programmable timer so that flow can be intermittently dosed to the ISF. 4. SURFACE WATERS: Currently there is a surface water that is approximately 13 feet from the southwest comer of the existing drainfield. This surface water is the result of recent development on the neighboring property (US Survey 3200, Lot 25). The owner of Lot 25 diverted drainage on his property so that it runs onto the subject property. AWWC, Inc. prepared the well and septic system design for Lot 25 also. We have informed the owner of Lot 25 that he is going to have to culvert and divert this drainage so that it discharges at least 100 feet from the septic systems on both properties. He has indicated to us that he will do this work within the next several weeks. The installation of the septic system on Lot 24 will not begin until the surface water issue is resolved. 5. TOPOGRAPHY: The existing bed is on a generally flat area. There is a cutbank approximately 50 feet southeast of the existing bed; in short, there are no slope concerns. 6. MATERIALS AND CONSTRUCTION PRACTICES: The materials used, and the construction practices will comply with DHHS' "Intermittent Sand Filter Design, Installation & Maintenance Manual". The contractor should read this document prior to construction. Copies are available at the Municipal Onsite Services office (5th floor, 9th & L St.). 7. CLOSING: I am open to any suggestions from your department, which would be an improvement to the proposed design. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank yoytfor your assistance. M.S. 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 JVIS. RTSER nc. 5% IVY OG=PE 0 WM AlION TEST CJWIO FOR: !CP OATI PgRpOR1611j), JVIS. RTSER nc. 5% IVY OG=PE 0 WM AlION TEST !CP OATI PgRpOR1611j), L KFORMED @y: P. 0. .BOX .Z4e�aeLSPJ .E .ctR,n fifo Y: CATI 9524-o668 (907.) 279-5553 WENT Irf, I �stopl f-Ae- .01a L KFORMED @y: P. 0. .BOX .Z4e�aeLSPJ .E .ctR,n fifo Y: CATI 9524-o668 (907.) 279-5553 001- PGS US. SURVEY 3200: LAT 25 SITE ALASKA NVATL'R & WASTEWATER CONSULTANTS, INC. 6901 DFSARR ROAD, SUITE 29 • ANCMORAGF. AK 99504' P401E (907)337-6179 • FAX (907)136-326( REPARED FOR PHONE NUMBER: NANCY SWEENEY 659-7237/250-5279 U.S. SURVEY 3200: LOT 24 FJ US. SURVEY 3200; LAT 23 PROPOSED EM AREA ` -`\P 10E 2 O 3) C� /"0,G, /" )/27/2000 WN BY: J.L.M. 1" = 100' E NUMBER: 1 OF 2 L. SITE PLAN FOR PROPOSED SEPTIC UPGRADE (BOTTOMLESS I.S.F. A.\Gjnes; p/ofessl i3 TIE AIR COMPRESSOR SHALL BE LOCATED WITHIN THE BASEMENT OR THE GARAGE. THE CONTRACTOR SHALL PROVIDE A 0-10 PSI PRESSURE GAUGE AT A LOCATION WHICH IS READILY ACCESSIBLE FROM WITHIN THE HOUSE. NOTE. A 30 PSI GAUGE WILL NOT WORK. 2) THE AIR COMPRESSOR SHALL BE A THDMAS INDUSTRIES MODEL 5070, AS SUPPLIED BY ANCHORAGE TANG THE AIR LINE SHALL BE 1/2 INCH DIA HDPE U PIECE), INSULATED WITH 1/2 INCA FOAM PIPE WRAP (R3 VALUE). INSIDE A 2 INCH SCH40 PVC JACKET. THE LINE SMALL BE BURIED TO A MIND" DEPTH Or 3 FEET. 3) THE CONTROL PANEL FOR THE STEP TANK SHALL BE INSTALLED WITH A AMISLE/VISUAL INDICATOR ON THE OUTSIDE OF THE HOUSE. NR EXISTING BED PERIMETER. PROPOSED UPGRADE TO BI O rpy00, o°�°P�yc J 0 PROPOSED BOTTOMLESS INTERMITTENT SAND FILTER UPGRADE. THE PROPOSED ISF IS TO BE INSTALLED IN THE CENTER OF THE EXISTING BED. A 12 FOOT BY 32 FOOT AREA IS TO BE EXCAVATED IN THE EXISTING BED AND THE TOTAL DEPTH SHALL BE LIMITED TO THE REMOVAL OF ALL CONTAMINATED MATERIAL SEE DETAIL DRAWING. PACE 3 OF 3, FOR THE CONSTRUCTION DESIGN. INSTALLED IN EXISTING BED AREA. \ O P� OVERHEAD POWERUNE �/\\ ITo-7TP)a BE INSTALLED IN TI :RE THE PROPOSED P O� PROPER TING TANK ALASKA NATER & �`ASTE«ATER T M NV M J.L.M. CONSULTANTS, INC. SAN °� ARy° 901 DFRR ROAD, SUITE t8 • ANCHDRAGF. AK 995" • M40NE 0077337-6179 • FAX 007)336-3246 1 " = 30• EPARED FOR: PHONE NUMBER: PACE NUMBER: NANCY SWEENEY 659-7237/250-5279 2 OF 3 0 p • J,� r Go ness.- ;AL DESCRIPTION: Q D� C —7 e�G U.S. SURVEY 3200; LOT 24 OQ��s^e • ' lv�A IE OF WORK:004dA' of assi0000 DESIGN OF PROPOSED SEPTIC UPGRADE (BOTTOMLESS I.S.F.) �40000� In COL r-------- IOLA ME 11/ 4" DIA. 50140 HM 1215CFNf a La FROM 51EP fA\K" MANIFOLD 6� a 2 FEET MIN. OF '514" DIA 5CH. 40 PVC LAIEM5 (HOLE5, 51tLD5, AND FLMNG VPLVE5 FER GUNCO DE500-N ------------- 411171A. MONtfORNG 11M Af EALN CORriR. KFTORATED mfineN for OF 5w"D151g0UfION PIPE mff. (val, 1/ 4 m m ne5) PLAN VIEW 3/4" FVC LAlM5 (fT /-fmam 2' NN. OF COVER pro oN� PROFILE VIEW r" 9/2 ��— s �� DRAWN BY: ALASKA WATER & WASTEWATER SCALE: J.LM. CONSULTANTS, INC. N.T.S. 6901 DFRARR ROAD. 57717E rq • ANCHORAGE, AK 99504 • PHONE (907)337-6179 • FAX 9077336-3246 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: NANCY SWEENEY 659-7237/250-5279 3 OF 3 LEGAL. DESCRIPnON: U.S. SURVEY 3200; LOT 24 TYPE OF WORK: DETAIL OF BOTTOMLESS INTERMITTENT SANF FILTER (ISF) 12'x30' BOffOMLE5515F. NO LINER ON BOrfOM. PRE5m PIPING DE5WV DY ORc"NCO AV 5Lmry 6YANCHom f&t I I I I I N I I 1 I 1 NOTE: EXCAVATION DEPTH IS TO BE LIMITED TO THE REMOVAL OF ALL THE CONTAMINATED MATERIAL. 4-7,f.r Garness,- 953 cS6o PROPERTY OWNER MAINTENANCE AGREEMENT ON-SITE WASTEWATER DISPOSAL SYSTEM 4" This agreement, dated OGIoSE, 2, 2000, is made between the Municipality of Anchorage Department of Health and Human Services (DHHS) and the property owner(s) of MtI,%. IOt-4 • S(wAZO I�w� This agreement is made for the purpose of maintaining an on-site wastewater disposal system on the subject property. The property owner(s) agree to the following: The property owner(s) will have an annual inspection of the system performed by a registered professional engineer. This inspection shall verify that all effluent and air pumps, timers, and alarms are functioning as designed. Any deficiencies shall be corrected and the engineer's statement that the system is functioning as designed shall be filed annually with the DHHS. -A Property Owner Name Property Owp r a nm State ofy u t9d�g Judicial District irn SS. On this &, day of 0,4z)4nr, in the year_, before me, the undersigned notary public, personally appeared: known to me to be the person(s) whose nam(s) 's/are subscribed to the within instrument and acknowledged that he/she/they executed the same for the purposes therein contained. In witness whereof, /I hereunto set my hand and official Notary ic�(signature) t .5'a'a r� -i rnAnal- — (Notary's printed name) My commission expires: My Ctunmisslort Emires April 2.2003 61UNICIPAI.ITYOFANCHORAGE 1 DEPARTMENT OF HEALTH & HUMAN SERVICES a Division of Environmental Services Onsite Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 (907) 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILLY DWELLING Parcel I.D. # 090-041-27 HAA # 000 G / 8 1. GENERAL INFORMATION Complete legal description U.S. SURVEY 3200- L6T 24. Location (site address or directions)- 6iILF 104 SEWARD HIGHWAY (INDIAN, ALASKA) Mailingress c/o LAVONNE VOGTWITH COLDWELL BANKFR/FORTUNF Lending agency Mailing address Day phone Agent LAVONNE VOGT w/ COLDWELL BANKER/FORTUNE Day phone_ 265-9127 Address 2525 G STREET. SUITE 100 ANCHORAGE AK 99503 Unless otherwise requested, HAA will be held forpickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual well Community well Public water 5 xxx 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 xxx Holding Tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC Ing to the legality and status of system. 72-025 (Rev. 1191) Front MOA 921 Computer Version Note. Alaska Water and Wastewater Consultants, Inc. shall be paid $2,9,87.50 at, or prior to, closing for the engineering services provided. 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 further verify that based on the Information obtained from the Municipality of Anchorage files and from my investigation and inspe tion, the on-site water supply and/or wastewater disposal system is in compliance with all Municipa /1d State codes, ordinances, and regulations In effect on the date of this Inspection. A I Name of Finn Address Engineer's Signature I v ,My A jI Date rf E/ LV In conducting this evaluation, AMVC, In a m ed to p?6Gde a thorough, conscientious engineering analysts of the system in accordance with ADEC and M A H 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 alf wells and septic systems depend on the local soils condition, ground water levels that may fluctuate during the year, and the water oo�oOp usage of the family being served by the system. These conditions are outside the control of oo f the evaluator of the system. Satisfactory test results do not guarantee future performance o �� of the system, nor do they guarantee that there are no hidden defects or encroachments. AWWC, Inc. can therefore not provide any warranty for future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DHHS.° , , , , ,,,,,, „; 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. O� .J ffr y A. ss; 6. DHHS SIGNATURE d�°� E-7953: `FA_ V Approved for bedrooms Disapproved Conditional approval for Additional .,Fore bedrooms, with the following stipulations: Date 12 -IQ -2'n 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 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. 72-025 (Rev. 1191) Back h10A N21 Computer Version Municipality of AnchorageR E C E I V E D DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division ����((; 1 1 2000 8251' Street, Rm 502 Anchorage. Alaska 99501 (907) 3A3�d7 trIPMENTAL OFSER CCES DIVISION ORAW Health Authority Approval Chemo Legal Description: U.S. SURVEY 3200: LOT 24 Parcell.D.: 090-041-27 A. WELL DATA Wen Type PRIVATE N A. B. or C, attach ADEC letter. ADEC water system number N/A Log present (YM) YES Date completed 8/3/1988 Total depth 105' Cased to 40' (TO BEDROCK) Casing height (above ground) 12'+ Sanitary seal (YIN) YES Wires properly protected (Y/N) YES FROM WELL LOG Date of test 8/3/1988 Static water level 60' Wen production 6 g.p.m. WATER SAMPLE RESULTS: AT INSPECTION 11/14/2000 23' Conform 0 Nitrate 0.500 ma/L Other bacteria 0 Date of sample: 11/28/00 Collected by: A.W.W.C.. INC. B. SEPTICIHOLDING TANK DATA Date installed 11/13/00 Tank size 2000 Number of Compartments 2 Cleanouts (YM) YES Foundation deanout (YAV) YES Depression (YIN) NO Hgh water alarm (YIN) YES Date of Pumping NEW Pumper C. ABSORPTION FIELD DATA *BELOW FINAL GRADE. 3.06' TO 3.86' OF M.O.A. APPROVED SAND FITLER ADDED BELOW TOTAL DEPTH. Data rostered 11/27-29/00 Solt rating Cj.p.d r tt2lbdrm) 2.0 System" BOTTOMLESS ISF Length 32' Width Gravel thidmss below pipe 0.714' Total depth "2.77'-2.87' Effective absorpW area 384 SQ.FT. Monitoring Tube present (YIN) YES Depression aver field (YIN) NO Date of adequacy tact NEW Results (PassfFan) — For 5 Bedrooms Fluid depth In absorption field before test (in.r — Immediately after — gat. water added (in.): — Fluid depth — ons) Minutes later. — Absorption rate = — Pero)dde treatment (past 12 months) (YAV) — M yes, glue date — r"z M"- wast' cMV UtK V9r" D. LIFT STATION Date installed 11/13/2000 Stze In gallons 2000 Manhole/Access (YIN) YES 'Pump on' level aY TIMER 'Pump off' level or TIMER High water alar level at' 45" *Datum BOTTOM OF TANK Cycles tested NEW E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO. Septleftit ing tank on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main N/A Public sewer manholefdeanout N/A Sewedseptic service line 25'+ Lift station 100'+ SEPARATION DISTANCES FROM SEPTIVHOLDING TANK ON LOT TO' Foundation 5'+ Property line 5'+ Absorption held 5'+ Water malniservice One 10'+ Surface wateddralnege 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCES FROM ABSORPTION FIELD ON LOT TO. Property One 10'+ Building foundation 10'+ Water maln(seMce One 10'+ Surface water 100'+ Driveway. parldngNehlde storage area 50'+ Curtain drain F. ENGINEER'S I car* mat 14 Engineer's eU field Inspections and review, systems are In conformance Nm this date. U HAA Fee tip Date of Payment Receipt Number 72 -Mem" &Wco VUWvWWM Wells on e Waiver Fee $ Date of Payment Receipt Number CTBE Environmental Services Inc. CT&E ReEN 1007384001 Client Name AK Water R. Wastewater Consultants Inc. Project Name/N US Survey 3200 L24 Client Sample ID US Survey 3200 L24 Matrix Drinking Water Ordered By PWSID 0 Sample Remarks: Parameter Watere Deyartment Nitrate -N Results 0.500 U 0 Client PON Printed Date/Time Collected Date/Time Received Date/Time Technical Director Released By % 4 /i/J Ll't.l�v POL Units Method 0.500 mg/L EPA 300.0 cot/100mL SM189222B 12/012000 17:53 1 I282000 11:45 11282000 13:10 Stephen C. Ede Allowable Prep Analysis Limits Date Date Init 10 max 1128100 SCL 1128100 KAP MUNICIPALITY OF ANCHORAGE • DEPARTMENT OF HEALTH & HUMAN SERVI(�.IC1F Ar:r n enct Division of Environmental ServicesENVIROW VICES DIVI5:0N On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-665AUG 25 1997 343-4744 CERTIFICATE OF HEALTH AUTHORITY RECEIVED APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # Oft o O ti / — a 7 ::HAA# 1. GENERAL INFORMATION Complete legal description L a 7- a '/ U. S, Su P, v e y 3 a cc Location (site address or directions) /h ' k r o H S 1 ,Property owner 1,7N ° 5 P E Day phone 4Mailing Address Lending agency Day phone Mailing address Agent DitVE 8AVf, - Rtf'4P or= !)LY11'" Dayphone Addre§s.Don 'c Sgo 4,2°a.c4:4 g95s t7 Unless otherwise requested, HAA will be held for pickup. 2. ' NUMBER OF BEDROOMS: s 3. TYPE OF WATER SUPPLY: Individual well X Community well Public water 6s3 -i,71� '7 T3 — >c/c, 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 X 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. 72-023(Ra.1191) Front MOAF21 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 watersupply •,and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein: I furtherGerify 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' incompliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. 5 3 5 ENGINEERING (0 9 �f .� Name of Frrm, .:, Phone .. 9 Inu 9..: Eagle River, Alaska995)7 Address' Engineer's signature Date £siS' 19.7 RPPRovP,L,.._R.£.Qv 0ST.4&'a ._Dv0..,To :S k.4r. c .J_,4 e • . ., TRF ofr.ME.✓Ti;.,aC ,'P,A0C �A%S OF mitis . -ARO C COWAX f 6 DHHS SIGNATURE ,.c.J' . ; CE 9801 Approved for ' " bedrooms t1tiPRoff;gt0�t',� Disapproved. 'O°RC 'Conditional approval for Five(5)'. bedrooms with the following stipulations: 'The wastewater _disposal -ab sorptionfield serving this,property has' had a septiclaar troatmant parformn8 on it t i3m_y . i n � i.la'it to nacc an aAnn .ar teach. Money ihall.be'put`in escrow to construct a new wastewat 'disposal,system.ii the e _ re Y. in escrow shall'not.be'released until'thisJoffice Lias given,final.approval. " In addition, money shall e put in escrow to construct wo c eanou s oca ed AdditionalComm ents on•each end'of,the absorptiori bediprior io'..the time. th&. above mentioned adequacy ;test will'be performed "' Byi AuQust�28`, 1997 . i r,... p \• The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority. ' Approval if 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 restitutions in order'toiiiit carfare federal and state regwrements Employees of DHHS do not conduct in' speohons or analyze data..before'a certific'at'e is issued ;The, Municipality, of `Anchorage is not . r responsible for errors or omissions in the professional engineer's. work - ' - - nms ln.v. 1Nil 5� MOAm 1paaUV.✓nNll vl h1,N l....vq..• E1`"0NMENTAL SERVICES DIVISION Municipality of Anchorage AUG 25 7997 DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division('1�� n 825 L Street, Room 502 • Anchorage, Alaska 99501 • (90 �}fq1� Health Authority Approval Checklist Legal Description:: Lo-, 24 US SJ2vH4 57cx> Parcel I.D.: 09 O — 0H / - J -7 A. WELL DATA T' DJGJMtNTl0 AS GL4 %f c - ; 0 6f v if A 3 /'R,vArc w(cL . A/l.' a v44 REa�4,>to AS PR,vArC wt.A- Well type -Ail rr4,M- G If A, B, or C, attach ADEC letter. ADEC water system number a 17 O tr q Log present ON) Ut,s Date completed 610a Total depth it) F2 Cased to 401 Casing height (above ground) Q- of f Sanitary seaiQ)N) Wires properly protected (,J9 N) yi FROM WELL LOG AT INSPECTION Data of teat R 3 /.RA R11 A -7 Static water level Well production le g.p.m. -'*- -+ , p -f' 9— p.m-WATER SAMPLE RESULTS: it /QLSTA1GrtA AY Collform Z7 Nitrate 0.1 OthsrigfR URIbIG 0 Date of sample: f3/i 9/a3 X 6, 4 / q % c f'S 17034 Eagle Riwr Loop Road No. 204 Collected by: Eagle RIviiN Aliiska 093=- 13- SEPnCMOLDING TANK DATA 9377B.SEPnCMOLDINGTANKDATA 1)v,4L4X N"/ ,sfE.v Cc,JvtA),t0 TO Srhav: rvl"r Pe"'S /9Pr1A1vN4- 1QG61+i 1T.Ea 9S /1RiVA lL S/PT/[. SY17k M. Date installed Tank size Z4,W mi Number of Compartments z Cleanouts &N)W 5 Foundation cleanout r® 14c Depression (VAfb 40 High water alarm (Yc) 14D Date oiPumping; , Pumper Z��aat 5 s. C. ABSO.ftPT1ONFIELODATA l r Date Installed Sal rating (g.p.d./tt= or it=lbdrm) 3 System type RE Length.6&(-Y- C / Width JJ S''1 Gravel thickness below pipe U lk Total depth 3 ' S Effective absorption area (�70-iR2­ Monitoring Tube Present 67N)_LS,24 _ Depression over field (ye '14— Date of adequacy test Results/tr — all) ori— For 6 bedrooms Fluid de in S t depth absorption field before test (in.); Immediately after�Q gal. water added (in.): i Fluid depth (ins) Minutes later: 101 Absorptlon rate = 7 50+ g.p.d. St.'r1 c kt4' -Reroodde treatment (past 12 months) &N) Y If S If yes, give data S'I 3 I q 7 ^'f.'S.b1i24M18.v-1 T*"'t, FX0,., NJArN t43, M4N1 r44,nC T.,Q¢ CT114,1 MT.I 72.026(ReV.3196)' Hoo I- 4'q" 1r1G.NiA wATt,C L[f,it, fuC 2rH wES: /4o v1r� t.•�L 1 uA/c NOT' Poo —d • 1,46 i'1474A A,4114A44.0 l.v D. ITATION Date installed Manhola/Access (Y/N) _ High water alarm level at' _ Cycles tested E. SEPARATION DISTANCES *Datum SEPARATION DISTANCES FROM WELL ON LOT TO: Size In gallons at* "Pump off" level at' Septic/holding tank on lot ley, + On adjacent lots Ino If Absorption field on lot j 00 + On adjacent lots 14)01+ Public sewer main �S / Public sewer manhole/cleanout rd" f Sewer /septic service line 2S'+ Lift station AW SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Foundation 5i+ Property line Absorption field -6, Water main/service line /O / f Surface water/drainage &?'� Wells on adjacent lots Axl' 7 SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: Property line 10, * Building foundation 1 n�+ Water main/service line /O �+ Surface water I nn' + Driveway, parking/vehicle storage area 201+ Curtain drain 4AW- Ftwot)il Wells on adjacent lots lee? f F ENGINEER'S CERTIFICATION I certify that I have determined thru Held inspections and review o/ Municipal rec in conformance +�with HAA�deI�H'ect on Mis data. Signature � ��� Engineers Name iQa B to �. CO wA �✓ Date Q/ 3 r/ q7 HAA Fee Date of Payment Receipt Number 0 72-026 (Rev. 3/96)' Waiver Fee $ Date of Payment Receipt Number rA tow of c c.880 owAN ""c ... are //11 ME Environmental Services Inc. CT&E Ref.# 974293001 Client Name S & S Engineering Project Name/# Lot 24 U.S. Survey 3200 Client Sample ID L.ot 24 U.S. Survey 3200 Nfatrix Drinking Water Ordered By P%VSID 0 Parameter Results POL Units Nitrate -N 0.100 U 0.100 mg/L Turbidity 13.0 0.100 NTU Total Coliform LO..ea uLCZISDL940-1. Be fA•h OA t o U N r1L,T 4eA4-f7 8 Client Po# Printed Date/Time 08/15/97 10:29 Collected Date/Time 08/01/97 14:15 Received Date/Time 08/01/97 15:15 Technical Director: Stephen C. Ede Released By Allowable Prep Analysis Method Limits Date Date Init SM18 4500-NO3F 10 max 08/02/97 GCP EPA 180.1 08/01/97 JRJ SM18 92228 08/01/97 TMU ME Environmental Services Inc. Lra ►err . viiiiiiiiiiiiiiui�ii����. CT&E Ref.# Client Name Project Name/# Client Sample ID hfatrix Ordered By PIVSID Parameter Turbidity 8 974293002 S & S Engineering Lot 24 U.S. Survey 3200 L.nt 24 U.S. Survey 3200 Filt. Drinking Water Client PO# Printed Date/Time 08/15/97 10:29 Collected Date/Time 08/01/97 14:15 Received Date/Time 08/01/97 15:15 Technical Director: Stephen C. Ede Released By Results POL Units Method 0.930 0.100 NTU EPA 180.1 F1 L- -tRei> Allowable Prep Analysis Limits Date Date Init 08/01/97 JRJ AUG -24-1997 16:59 CT&E ESI ANCHORAGE 9075615301 P.01i01 Al CT&E Environmental Services Inc. Laboratory Divisionvi�t�ur�r�aii�u�/�����y�y�������� Drinking Water Analysis Report for Total Coliform Bacteria Anch gtter Drive e, AK 99518.1605 READ INSTRUCTIONS ON REVERSE SIDE BEFORE COLLECTING $AMPLE Tel: (907) 562.2343 Fax: (907) 561.5301 MUST BE COMPLETED BY WATER SUPPLIER O PUBLIC WATER SYSTEM I.D. N A PRIVATE WATER SYSTEM No Sad A S i S ENGIN 1Nd d fnralce River Loopit,01141 NO. Eac'. River, Alaska 09577 _ 7590 to Ap uu O Senditesa/a o Sendlnrdu SAMPLE DATE: ® ® JI 7 • Mouth Day Year SAMPLE TYPE: Routine �¢ Repent Sample (for realise temple with lab mi. ao.4i7- 1ta13 ) o Special Purpose SAMPLE LOCATION Ler ay v.s. SvAvaY 3-X00 Comments: IV17t I.VMr1.t1tU131 Lt%tsu n1UNI lysis shows this Water SAMPLE to be: Satisfactory D Unsatisfactory O Sample over 30 hours old, results may be unreliable o 'Sample too long in transit; samplc should not be over 48 hours old at examination to indicate reliable resit ts. Please send new sample Via spec�al eliv CILmu� Dste Received l Time Received �• So Analysis Repo Analytical Motbod: t/ Membrane Filter o MMO-MUG • Number ofeolonies/100mi. 1-"' ... Result, Anal st 97.4829 1 o Treated Wat Untreated W:. Time Collected Collected By l -*004.1 OQ C., rkme Fria Aach Fbk. Jon Doe: Tune: Client notified of unsatisfactory results: 11 I'Maed Spoke with Dau: Tanc: BACTERIOLOGICAL WATER ANALYSIS RECORD El FaaN Faxed MMO-MUG Result: Total Coliform tic E Coli Membrane Filter: Direct Count Y/ Colonies1100 ml Verification LTB 8O8 COLIFIAM Fecal Coliform Confirmation Final Membrane Filter Results Coliform/100 ml Reported By 1i111•� DaldHr P n 1997 Time 1&QQ Ars On •w1.a�r. TOTAL P.01 V STATE OF ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION APPLICATION FOR ON-SITE WATER AND SEWER SYSTEM APPROVAL 1. GENERAL INFORMATION Type of Water Supply System Legal Description Of the Location ;ived (D•dletl or Dnven) ❑ Surface (loenidv T/ON R /tJ s.i Szw�y el �/a+olia:• KNOne ❑Chlorination _ L,afar LISSvrre7lzOQ IpFiltration LS Publre IServes mon than one a Name Aoohtant N ADOlwent Is: (Check One) IF Bank ❑CutifieC Installer No. icer Owner, Build., 4ponff IS eat Or P. O. BOkI �D Type of Residence Total NO. Of Bedrooms E] Single Family Multi Family .{4; is+tanitary seal installed on the wail casing7 City. State &nrl Zip Code LTi/ Telephone G S`3 the well casing' roy L_i yes ❑ No Dau Drilled Seng APprWel lo: static WNar Level (Pearl Applicant ❑ Other: (Give Name 6 Address lH Available) I I. gl(A ILK SUYPL T by J I LIYI Source of Water and Containment IChack all that Aoply) Type of Water Supply System Treatment of W+wr :Check all that Applyl ;ived (D•dletl or Dnven) ❑ Surface (loenidv 11 Pnvete KNOne ❑Chlorination _ •� y I Roof Catchment ❑ Other IItleaB/p IpFiltration LS Publre IServes mon than one ❑Mmaral RamOv+l E) Holding Tank family) [Other: wail Data othe Ground' Is the Height mn Hpht Of a Wall Casing o;nen ti" abve rn/ Vas ❑ No L is+tanitary seal installed on the wail casing7 r��� L6i yes ❑ No Is drainage directed away from Or aro,hd the casing within a radius Of 10 hoot Of the well casing' roy L_i yes ❑ No Dau Drilled Depth of Wall .Pearl static WNar Level (Pearl yield lH Available) Pump Rau (If Avallabnl ` /or- ` d> Gal Atin — Gal/Min Separation Distances from the Wan Canny to each Of the .O..Owmq Sources of Contamination: Septic/Holding Tank On Lot Sewer Lino, on Lot �T /,D Absorption Area qon )Lot /UI , /7G CIofHI Septic/Npldinq Tank on Adjacent Lot Closest Sewer Lino, on Adjacent lot Clown Edge Of an ADsorpupm Area on Adjacent Lo: tilrolile PI09,,A ' > /sa >iraf It toxic materials are stored on the property. Inclumng fuel tanks, Paints. lubricants and Other petroleum On Lot On Adjacent Lot based materials. pesticides. fungicides Or herbicides, indicate distance from contaminants to well caging: A� /vo Mp Water Sample Taken by: Name SamP�er Is: ❑ Bpya• Cl Engineer Official� Address ya o" 4a � � iGovernment Water Semple Resuln: Satislectory•Dne ❑ Unsatis/eetory•iFee Attach COPY if%las is CommentUllacommendstions: ,* 0aeea• •• reesea of •Ywrt&L YD irr❑a.�� coo S.gnacur• 'a : tERdy C_ REID. Jr NOTE: Must be signed by &Certified lnsraller, Professional Engineer, Department of Environment3f:�R(gd�►1�6r the Owner/Budder 111. WASTEWATER DISPOSAL Dat• Installed O'tj'2J LoftsC74roC'47aIt pl septic Tank/Absorption $Yftam❑ (Specify Brand Name or Process) Tank CapKrty of Tank Where Waste if Disposed Frequency of Pumping ❑Holding specify. Septic Tank Size (Gallons) Number Of COmoarlmliti Sec e/rtr,/ D Q — / septic Tank Outfall ❑ Other (SpecifyF ❑ DlKhatped To: (Olahouw, Incinerator, ete.) " Mew Cveram Name of In}[e11 Dat• Installed O'tj'2J LoftsC74roC'47aIt o ❑ Certified Installs, X Other Type/Msr�uf,atctum, ❑ Ownu/Builtler / / K 7C No. l Stec Septic Tank Site (Gallons) Number of Compartments Soil Type or Rasing Zoe) n Z IzY3 a j�,c• Type Soil Absorption System Dimensions/Size Soil Absorption System r Type/Clue-Mv Backfill Material used for Soil Absorption Syth•m Septic Tank Size (Gallons) Number Of COmoarlmliti Sec e/rtr,/ D Q — / Percolation Test Results PerpotaQF; Test by: (Name) AF�411.191, t�j asci, T� Lr F�� i Minimum Ground Cover over Absorp� Mi Oimum Grountl Coves 0W, Ssi Tank Cleanout Pices'Coos installed on SePpc Tanks runout Pipes/Caps Installed on AbsorptionYessum bon area ..h .. 4/ 'r` feet y�s�• jl Feet G. ❑ No ❑ No ❑ Pass ❑ Fail Wear Supply Source On Lot Nosiest Wau, Supply Source on Adjacent Nearest Body of Water Water Table/BedrockLot Lt..separation Distance to: Fast Lot .7-0 2 -CID/ Feet > /0Of Feet ✓/ '7. Fqt /O/ Feet Comments/ RKommendenom �.�fu�tT7oid f���� Binet p7w� �// `u�` Zz aaf .�e-�i. Grower/ `/ate�cifrf be HpD/a{eo/ cc^,00i pry nc y rxf../afa..r ��.at.\L 14 See 9r-BrmatalesF-A I certify that the above information is correct: S'gnatwe TyoeO1Pnnled Name i �J : •�CerL InN•• D� • i� 9 / = l NOTE: Most be signed by a certified installer, professional engineer or DEC Sllf/\ •9 ,ats�..� A... it /. f Name of Installs+eeaH N eeaee He •, ,u �stelletl f e; C. REID. nine, t ' ❑Certified Installer ❑ Othe•: ❑ Owner/Burltler e Type/Ma I ►ea •� ea•eee No. N•� � Septic Tank Size (Gallons) Number Of COmoarlmliti ■�/.�p, Soil Typs O, Rarei � \�� w• Type Soil Absorption System Dimemwna'Si:e Soil Absorption System Type'Guantity Backfill Material used for Soil Absorption System Adequacy Test Rawlta: Atleouacy Test Polormed By:(AtIKh Coovof R•oorl) Uate Septic Tana Pumped (Attach Copy of Recepl) ❑ Pass ❑ Fail Minimum Ground Cover over Absorp. Minimum Ground Cover over Septic CiesnOut P1pev Caps Installed on Cleanout Pipes/Caps Installed On lion Area Tank I Septic Tank Absorption System Fast Fees yes No .1 yes No Wase, Supply Source On Lot Nearest Wets, Supply SOu ice On Atl)Kent Nearest Body of Water Waler Table/Bedrock Lot Line Separation Lot Distance to: Feat Fees Feat Feat Feet Com menta/ RKomm•ndations A40 . _. RECEIVED 1:..._ I certify that iM above Information Is Correct: Sipnatura .•--..as + +.7L -t,., i •; Typed/Prmtetl Name Toe, Ree./CtiL-byb Dne .y,;:NOtt:lwir 6i dll�dbv)orol�uond engines,. N:HORA:i t DISTRICT UtrIL r IV. SEAL Registered Professional Engines v ALASKA ENVII "!MENTAL JOB Ll S Sa! i, 3.tco l .i y CONTROL SER GE C. 7io N ssss SHEET NO. /� OR CALCUUTEO BY �•,CGctl DATE •��Z�/� CHECKED BY DATE RECE I Vr L; ! ALASKA ENVIRONMENTAL! -_CONTROL'SERVICES, -INC. ______._.___..___,- _--FEB 28 -P.-C.-BOX -240668 : - - ! ; i ANCHORAGE, AK_ 99524.06 '' "O 68._,-1'ANHORAGE/WESTERN-`— -- _ p1 -OFFICE 'iRICT "� i A • 7. 1LIDOF AQ4, ............ . • Y G REID JR : r -- ,40CE=2251 I'7 f p,G , zbe� - �erc.wtf_no..Sa�l �fxr�e.r:e.��•._:/12�L�v .he�e..� �s•�//._�/irf._Ls_1..1y_ri�_— --��- ----._0~_i•11 ..��J{f'..I r.iY tl�?6�t_%s._/[Gg TF r.._./��770 w. 'j�en,�., Tnl�.If ,On__� f�1 �rA �-r-� :- ---- A-;' 2e_ lr2e_I daries...l �oa._.S_'Y..G'. __Cz�c•+�z1�eO� are2—.- ----,__---- 111LL1.<•I N 11.5- •[. •� Y,• Kel . ALASKA ENVI MENTAL . CONTROL S T /DJv P / w, SS', S•I+ - /, JOB �i `5o f�_I. 'z BNEET NO, Of CALCULATED BY DATE CHECKED BY DATE or ----- - 11991--- --- --- C)FFICE 1 _ 1418 wo©4 Fti —am is ENVIROZ'� E L OONTROL SERVICES, C. 1200 West 33rd Avenue, Suite B ANCHOR�A0G � X099503 Joe— SHEET oe SHEET NO. / OF �jr �. IPt ,d DATES J/I90 CALCULATED BY CHECKE[ DATE M..,e ..Of .:Tni/tJ•�.d.//cr./2oacl-..._._ 5 _-;rat le e(. ....Neds.ys� / rs..or.d_.6e.,cls..., _ . 0T _/%�st.._'o•K._i'i//.f _..._ . _.. r10 ./rv✓E rD . •NOrC. _3Gr+ - . .Sep7e-- . _.. __ .....'t//,_L+/�. .O/trt Ol�7re_/�✓..,/pii•'. _may/t�te .1J/ti Cft.�7._�-.irl�. ...---- — buf w%</ 9' Seo u%�T. r✓rem w.//..d,✓C.4 N�ftr..-{rn.,._ ..syr ..,_._a�✓r,�� ..!ty .rte^,fF' — - - _`_._..._..__._....— pt�°r.i.4'rs�ne� _.:.X.o'7Y3t]%6ACrl'/,5��- �ZZ--i4 - Sed -Aft. _ /s�IG.--- ----- _ -- T --__Ar« 57 s/i�rcJ. ._ There rs.a e_xit�ri.•�...well.o� t/t./o�1,�6 is—/o c. a7sM...MAQI<.C__SG/OT/C_S`/5•. _.S�__GQ - --_ /nf�Z/ltd•---- - _ _ _ ____ ._.__-- ---- 1siu _f►,r _SCS o�.�/�s,_= _/Sa?^' zro i�ra.f� of_— rr i.,,1 Seesldcat-7 ca _T.-- -- ---j AIOPL.DH Mal rll�Y�NUI I ,tet sZ'XY lio•es.. .' ALASKA EIIUANTRL CONROL RNA InC. Engnrrnnq E Envtnnmcnml Stuc¢: sti �.,�- y�y SOILS LOG — PERCOLATION TEST PERFORMED FOR. h In dl2 54/ C e r DATE PERFORMED: 2/6/9 0 LEGAL DESCRIPTION:�P �'� ^ V 1/, rlrf tlra. ,; "0 v' 7.�i'i �'/.'�. G• <� SLOPE SITE P,AN 1 2 3 5111111 5;/,r _C/ 7 7 I I I I I� 2 -7119190 8 9 101012 F'rG 11 U. 13- 14, 15 16 17 18 19 20 WAS GROUND WATE'n S ENCOUNTERED?LO P IF YES. AT WHAT // / E DEPTH? Reading Date Gress Ttme r:et Ttme Demn"of Water Net D•:,0 {/ ro v 0. 3 p io e.r. .67 �9 � ro I�? •ss /fo 0 010? .6Y If 0 N 10'61 .0 11 0 o o' 4 POI /f1 y 0 p .03 PERCOLATION RATE ., (minutes/incAl // TEST RUN BETWEEN L FT AND FT COMMENTS— /Lz�P PERFORMED BY::. • 12G r� CERTIFIED BY: ,C fct-• f DATE: 7/2//90 P. 0. BOX 240668 ANCHORAGE, ALASKA 99524-0668 C907) 279-5553 T T T T T T T T T T T T p Z O Y t Y Y Y T t i i ! i ! { �• f- f { 2 ./ .. .. y y .1 -/ .4 —1 .d .r —1 .H 0 0 0 0 0 0 0 0 0 0 0 0 LA lk t }• i i t• or n h T ww�� T T T T RI T T T T T A 70 A A A A A A 70 A A A $$ Y Y Y Y Y Ys° Y Y Y ^-1 S:4 .d -+ -+ -/ -1 —1 -+ -+ -1 -� ZO �f O O O O O O O O O O O Alm i 3 •_ : _ _ n <. 1-6 ? rn v • ��ii� i��l t } Co M G M i � = r _ .O.t 3 r" P Z � 1 In .2 t� N rm f O Tr i � I 1 t i •1 i'' ' 4} Co o •.1 G M i � = r _ .O.t 3 Z � 1 O ■■■iii. � O if � I •1 i'' ' 4} Co • r o m �T 3 Z � 1 O ■■■iii. � O � I 3 ifISEWALTER J. NICKEL, GOVERNOR DEPT. OF ENVIRONMENTAL CONSERVATION ! ANCHORAGE DISTRICT OFFICE 3601 C STREET, SUITE 322 ANCHORAGE, ALASKA 99503 May 3, 1991 563-6775 Ms. Unda Spicer P.O. Box 110017 Anchorage, Alaska 99511 Subject: Lot 24, U.S. Survey # 3200, Section 5, T.12 N., R. 3 W., S.M., Indian, Alaska, ADEC Project Numbers 9121 -DA -019 and 9121 -FA -010; Review Dear Ms. Spicer: This is in response to a submittal, received in this office on February 28, 1991, by Dr. Leroy C. Reid, Jr. on your behave which included the as -built plans requested in Mr. Michael P. Lewis' August 17, 1990 letter to Dr. Reid. I have completed my review of the submitted information and have the following comments. Based on the submitted information, it appears that the existing wastewater disposal system was installed in compliance with the applicable State Regulations and the construction approval dated August 17, 1990. Thus, in accordance with the provisions of 18 AAC 72, Wastewater Disposal Regulations, the wastewater disposal system serving the facilities located on Lot 24, U.S. Survey # 3200 is approved for operation. This letter constitutes operational approval for the existing wastewater disposal system. Drinking Water The information submitted to this Department did not include engineering as -built plans of the public water system nor did it verify that the a minimal additional 200 gallon of storage for the public water system was provided. Until this information is provided to this office and that the physical contaminant (turbidity) level is shown to be one nephelometric turbidity unit (NTU), I can not issue final operation approval. In regards to the turbidity levels, a maximum concentration of up to five NTU will be allowed if you as a owner of a Public Water System can demonstrate to the Department that the higher turbidity does not interfere with disinfection; prevent maintenance of an effective disinfecting agent throughout the distribution system; or Interfere with microbiological determinations. To demonstrate that the higher turbidity level (five NTU) can be accepted, two sets of samples will need to be taken within two days of each other. Each set of samples will need to consist of one total coliform bacteria sample and one turbidity sample. al coliform bacteria samples are satisfactory and the average turbidity samples is equal to or less than five, the higher 3d. 3commend that the water prior to being served to the public tions, please do not hesitate to contact me. Sincerely, eeo'-ev' Keven K Kleweno Environmental Engineer cc: John Smith, DHHS, Dr. Leroy C. Reid, Jr., P.E. KKK/skpf pW-15-1997 1114 CT8E ESI PkJC CFJZE � CT&E Environmental Services Inc - AL -- CT&E Ref Client Name Project Name/N Client Sample ID Matrix Ordered By PWSID 974293002 S & S Engiaeering Lot 24 U.S. Survey 3200 Lot 24 U.S. Survey 3200 Fill. Drinking Water Parameter Results TurbiditY 0.930 9075615301 P.03iO4 Client POA' Printed DatcMrnc 08/15/97 10:29 Collected DatelTime 08101/9714:15 Received Date/Time 08/01/97 15:15 Technical Director: Stephen C. Ede Released By Allowable Prep Analysis PCL Units Method limits Date Date Init C.100 Ulu EPA 190.1 t-ILJe/ztit� 00/01/97 JRJ RUG -15-1997 11:14 ME ESI R404PACE CT&E Ref.N Client Name Project Name/N Client Sample ID Matrix Ordered By PWSID ME Environmental Services Inc. 974293001 S & S Ensinectiog Lot 24 U.S. Survey 3200 Lot 24 U.S. Survey 3200 DtiWng Water 9975615391 P.02/04 Client FON Printed Daterrime 08/13/9710:29 Collected Date/Time 08/01/97 14.15 Received DateMme 08/01/9715:15 Technical Dilator: Stephen C. Ede Released By V N F, Lr(. -16D AltoMaDte Prep Analysis RCsultc POL Units Method Limits Date Date lnit Parameter 0.100 U 0.100 m9/L SM18 4500•N031 10 wax 08/02/97 GCP Nitrate -11 15.0 0.100 NTU EPA 183.1 08/01/97 JRJ Turbidity local Coliform 60 08 N/Coll COL/100 Mt. SMib 92225 , 08/01/97 1MU V N F, Lr(. -16D Londer/MeMGrGAZLI O MLS. JOn 1V10Er.Ai?Il reorelttt Bob leueen Uroan Oat up OvarT6% under 26% Orowyt role Ryle slow r1M=bk9WMW Properlyvalwe Increasing DaollMng tlemtnd/suppty Shortaoe Oversuppy Zg11g.9ai enson BouleyisrSL_dt....:;d¢o, ^)aaha 99503 Pndominant ep�k��yI• family houaEtne Prestm law we l La14 we ehanga an Occupcy sl000i lr�) on@ family 69Not likely O Likely Owner ® wner Low 0 2-4 family o to prima ijl'd�'1S Tenant ISO kith ISIMA-umay— 0 Vantd(Oi7q `"+ t:S�': Commerclel Mete: Race and t a radal ampedtlon -f nese nebhborhoo/ are not appraisal factors. Neighborhood boundaries and characteristics: Subject neiahborhood boundari Factor IMI affect the marke4blily of the properUss In Me neighborhood (proximity to emplaYmanl and amenities, employment alabllly, appeal to market, sic.): 4trblect neighbourhood is located between Anchorage and Cirdwood in an arae commonly knows Indian. Acoess to subject frog the Anchorage core is approximately a 20 minute drive south alone the Seward Highway to Mile 100. with 7 d(J_jg()_Jooated approximately. T mile south. and Girdwood Aging approximately a 20 minute drive to qh south Subject neighborhood is comprised of large tract site._ with Uhlent having unob-ltruoted vlewg of the mountalrkA and Turnagain Arm Wroal conditions In 1W subject Mlghbor000d(Ind"" support for the above conclusions related to the trend of property values. demand/supply, and marketing time such as dais on competitive properties for sale In the neighborhood, descrotion of the prevalence at sales and financing concessions, ries):. Project Ingrenatfon for Pme (H applicable) -- Is the dev lop6r/bufiar In contra of Ins Hone Ownera' Aasodauon (HOA)? U YES U NO Approxirnefa toW numbtr of trite tell* $*set project Approximate total number of units for sale In lW subject project Wine Ir / TopograpW a S410am* 112000 sQtrarn feet Cornet Lot U Y*e7X No Size Oversize for SpaURedaingdad6ce6onaMaecdptloe R"ll [stn le familur a Shape c al for area to" compliance ® Legal Lapel (Gwd!L radua) titegalU No Lontng lhalnega Appears adeggete WMteal L Mel use a UnpigY View x a-�..�-7 V�wetetlnn IWA !! � _ •_ ■ ■ cm f§ 7 § 2 ■ Z |§o � §20 � § \ § § \ •\ ) / [ � \ � § a §aq | | | Rf § § § : ) � cm ) 7 � 2 ■ Z |§o � §20 � \ \= ( •\ ) / [ � \ � § a � V � : ) � § §) kk Cl) � cm ) 7 � 2 ■ Z |§o � §20 � /a/(( R D ( [ / [ � § §) kk Cl) � cm 2 d ) � 2 ! ■ � Z § §) kk Cl) � cm � �22 � 2'r Z |§o � §20 � / [ � \ � § a � V � § §) kk Cl) � cm � �22 � 2'r Z |§o � §20 � w [ � \ � § a � �