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SUE TAWN ESTATE #2 BLK 3 LT 4
Sue Tawn Estates #2 Block 3 Lot 4 #051-501-30 Municipality of Anchorage Page 1 of 3 Department of Health and Human Services Division of Environmental Services On-Site Services Section 825'L• Street Room 502 P.O. Box 196650 Anchorage, AK 99519-6650 w .cl.anchorage.ak.us (907) 3434744 ONSITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW000154 PID Number: 051-501-30 " Do Don Tice Wastewater System: New Upgrade A� P.O. Box 241788 Anch. AK 99524 ABSORPTION FIELD Pbwta: Maobar Of semobma: Three 3 0Elmo TM.Ch 0 WWM rreerlt Deed Mb W a LEGAL DESCRIPTION sue..": 1.2 Tb Depm Ir morwW woos: Come 5 La:seamen: Depet to P" lxxt� bre taq.ur,raee: Deepei t.neeb poe: ra at 3 4 Sue Tawn Estates No. 2 1 Ft. 4 FL 7e.,WV: N.twe: ser : Ga.et Ler-q%: 2 Ft. 42 Ft. Well New ❑Upgrade � � 5 r a.ee &a : 1 ().r x.een .ba N/A Ft. FL Ckess& o (P te. A d C): Teta) De xh:c.a.a b: TaW abswpwn ree. P" "genet: Private 101 Ft. 101 Ft. 420 Fr ASTM D3034 PVC Bier. DatepiaE: Steer Wats Laver: Mlaaa: Date hs"Oee: Sullivan Water Wells 6/14/00 30Ft. MM&M Contracting 5/18-20/01 nese: 30� 1 Pane set at: I Cm.9 Ab 43 o 1: TANK Ft. >2Ft SEPARATION DISTANCES ® Septic ❑ Holding ❑ S.T.E.P. ❑ Other. 7o Faxn Septic TankField Absorption Lift Station Holding Tank iUPrivate Sewer Line Anchorage Tank 1,000 Wel >100' >100' N/A N/A >25' Steel Two (2) s'eaaWater >100' >100' N/A N/A LIFT STATION — NONE ON LOT La Lie. >5' >10' N/A N/A 8: YICr: Fouwaae >5' >10' N/A N/A 7IU°"' a` P W. ewYw - mat. k b. in. None INoted I Panp"eee a LluOa Ebamai bepttlaw penermee by Ct Dlw ""e"` BENCH MARK uvn r Front Entrance Deck Asaw ee Et tkm: 100.0 FL E mp O1;9jn#e(gj� OF •.44 114 49M PZ Inspections performed by: MEA Dates: 1" 5/18/01 roy�'�.... 2nd 5/20/01 p jO • MICHAEL E ANDERSON :,r< e✓ r I ��� Department of Health and Human Service approval . s� ;. CE-4381 .����a Reviewed and approved by: 6 Date: C �y •• •• �� o Municipality of Anchorage Page 2 of 3 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 - Anchorage, AK 99519.6650 - 343-4744 On -Site Wastewater Disposal System or Well Inspection Report Permit Number SW000154 PID No. 051-50130 SUE TAWN DRIVE T4# 3 Alternate Site C S 3 T111 TH4 M1 t'J C5 • / \ vaae,oStt jn �,tP,••• wl}� • .S *: '49TH 1 1 r Z. \ 1 /� PLAN AS -BUILT SCALE I"= 40' ':?,--.MICHAEL E ANDERSCN �'%* CE 4381 ' .. Municipality of Anchorage Page 3 of 3 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 - Anchorage, AK 99519-6650 - 343-4744 Onsite Wastewater Disposal System or Well Inspection Report Permit Number SW0001S4 PID No. 051-50130 88.6 N Nm U N to UL) 96.0 92.3 1 8' 14' 1 3'1' 7.5' a v x "4n U H EU 2" Insulation Drainfield Rock 't 1 42' (Trench Length) PROFILE AS -BUILT 1"=10' 88.7 oea2y�i � � F ........<.. 0o s MICHAEL E ANDERSON �! C s: CE -4381 rP Mg :I ' 'Inp 8111 POA10388 CrttfiP�xilYirr�1u ooetYe ee. .SU,LLIVAN WATER WELLS P.O.90x 6702TL CMGIAK Auttlu 16647 s TEUBPNOtti 688.2769 OWNER OF LAND 4,).yJ i /G E ADDRESS LEGALOESCRIPTION Xl �— AL&JA tS f =-<I —.64 V, 3 10—is 4 PERMR NUMBER OQZ+ _ Dbte of Iseue �o +�oo� •tTi1iCINDENTIFIGATION to w61 located at approv9d pennit bcaWn? W4 O No Method of O4113ng: v rotary O cbble tool DepdrofWalt CadngType .r?� f.Vwau rniekneae L7 novs Diame%r br motes, depth—LL/—feet Liner Type: AS -)-1 c casing Stickup Above Ground: 3 1691 Stalk Wear Lsvel (from grourwi level: ? fnr feet Pumping ieve!__!est arrer_�hrs. pl.lnping gpm RemverRate: 39 _opr' Method of Testing: A / Q-�� __// Wsli Itrtaics Opening Type" t-hapen End Q Open Hob O Screamed: Startfeet Stopped feet Q P6Aoretione stag e�SApped 7888 Gr6'utType: -5 t er Depth: tiom n fact, to ket Pump Intake Depth: tset Pump Size hl: Brand Name Wal Dkin!ectsd Upon Complsion: 6Y@% O No McNod of OiainhWan: 0 fi< ,.�•"•• j"�? p�' Conanertta: Dtillees Name crsfi..,C .frrcK.1 ,P O e,tc'�C Bdeeg� •� SA -JO 6,•o•+cL- ?Ca fie,;r Cn, urT S9�r� �tw.�c'c f• u��R ATTENTION: tt is the refpomsMky of " property owner 10 submit • copy of the well log to the proper su0muity. Muntdpollty of Anchome: Department of Health 3 Human Servicas amd/er De"renent of E mmnmentai Conservation. Matsu Borough: Depertrnent of Emy mr rnentai Zorrervaman. Td WW:80 T00Z 60 •Inf eceT889106 : 'ON 31,101 -Id Al-kpjd AdINI-07 : w0dt V -1 - 0 MUNICIPALITY OFANCHORAGE 5-z p• O/ �a Department of Heafth and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ONSITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SW000154 Legal Description: SUETAWN ESTATE #2 BLK 3 LT 4 Design Engineer: 0041 AK Water & Wastewater Consultant Owner Name: Don Tice Owner Address: PO Box 241788 Anchorage , AK 99524 - Date Issued: Jun 08, 2000 Expiration Date: Jun 08, 2001 Parcel ID: 051-501-30 Site Address: Lot Size: 89207 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit Is for the construction of: U Disposal Field E✓ Septic Tank ❑ Holding Tank ❑ Privy All construction must be in accordance with: 1. The attached approved design. Q Private Well ❑ Water Storage 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. Received By: Issued By: SLf EM6/NEE19'. !YJTf}CHEO RCV15E0 DE's/(r,//, 01"W .�- Ter Yt Date: G, -S -t 2) Date: 6"8 (ifi ANDERSON ENGINEERING P.O. BOX 240773 7. FORAGE, AK 99524 522-7773. 522-6779 (FAX) MEMORANDUM DATE: May 9, 2001 TO: Dan Roth . /� / FROM: Mike Anderson, P.E. 7"' +`�'4l SUBJECT: Lot 4, Block 3, Sue Tawn Estates No. 2 Revised Septic System Design Test Hole Water Monitoring On May 8, 2001, 1 checked the groundwater level in the monitor tube on Test Hole No. 4 at Lot 4, Block 3, Sue Tawn Estates No. 2. No water was noted in the hole in contrast to the water found on April 29. Snowmelt in the area is apparently complete and the water level has receded to below the bottom of the test hole. Based on this information it appears the revised design for the septic system for this lot will meet all criteria of the ordinance governing septic system. Please review the attached soils log with the water monitoring information and let me know if you have further questions. Municipality of Anchorage Department of Health & Human Services 825 L Street, Anchorage. AK 99502-0650 SOILS LOG - PERCOLATION TEST Performed For. MMBM Contracting Date Performed: Legal Description: Lot 4. Block 3. Sue Tawn Estates No. 2 11 21 OG/OL SW Pere. Zone Well Graded Sands with Gravel Bottom of Hole Was Groundwater Encountered? Yes If Yes, What Depth? 9.5' Depth to Water After Monitoring None Date: 518101 ^ny�aca tt � • b i 49TH-+;, .a•�°e v s ov •�' : MICHAEL E. ANDERSON: y CE -43f31 ., } s . l 1bp pROiESS1G~ •�+' 4129/01 e! voce0� See Site Plan Perc. Rate: 2 Min./Inch Pen:. Hole Diameter. 6• Test Run Between 4.5 FL and 5.5 FL Comments: Perc Cavity Presoaked Prior to Test Performed By: Mike Anderson. 1, Michael E. Anderson Certify That This Test Was Performed In Accordance With All State and Municipal Guidelines In Effect On This Date: 511101 ANDERSON: €NGINEERING F0. 11OX940773 ANCHORAO09,AK99524 522.7773:52447-79 (FAX) May 1, 2001 Municipality of Anchorage Building Safety Division On -Site Water and Wastewater Program 4700 S. Bragaw Street Anchorage, AK 99507 Attention: Dan Roth Subject: Lot 4, Block 3, Sue Tawn Estates Subdivision No. 2 Permit No. SWO0154 Dear Dan: The permit for Lot 4, Block 3, Sue Tawn Estates No. 2 was originally issued in June of last year based on test holes placed at lower elevations on the lot prior to construction of the house. Since that time a new builder has taken over completion of the house and placed a test hole closer to the house at a higher elevation. This test hole located 6' to 8' higher than the original holes also shows groundwater, but at a depth of 9.5' from the surface. We are therefore revising the design of the septic system from a bottomless sand filter to a 5' wide absorption trench with 4' of drain field rock. The distribution pipe will be placed .5' below the existing ground and the total depth of the trench will be 4.5' below the surface. The bottom of the trench will be 5' above the groundwater level. The bottomless sand filter will be used as the alternate site. The test hole indicated soils consisting of well -graded sand with some gravel. A percolation test indicated the soil absorbed water at a rate of 2 minutes per inch. The new trench will be placed in this sand lense parallel to the contours of the ground surface. A minimum of 3' of fill will be placed over the trench or 2' of fill with 2" of direct bury insulation. The trench will be a minimum of 100' from both the well on the lot and Little Peters Creek to the west. The attached revised site plan shows the location of the test hole along with the septic tank, absorption trench and alternate site. Please review this information and revise Permit No. SWO0154 to include the new design. Thank you for your cooperation with this modification Sincerely, Michael E. Anderson, P.E. Attachments TVJ lterna °"1,000 Gallon Septic Tank TH1 ' 7ne H4 t T, L \' three " Bedroom J 381 Longg X 5' 1 House Wide X 4'"Eff. 1 r r -J Depth Abs. T enchl Well Locati n / SFMFti \. F � /Or.. 49TH n ' M;CHAEL E. ANDERSON p IO SITE PLAN �J : CE-4381'�� SCALE 1" = 40' �14�4 LOT 4, BLOCK 3, SUE TAWN ESTATES SUBDIVISION NO.2 DESIGN FACTORS: SYSTEM REQUIREMENTS: Three Bedroom Home 5' Wide Trench System Perc. Rate: 2 Min.Anch 1.000 Gallon Septic Tank Application Rate: 12 GPD/SF 4' Drainfield Rock 3 Bedrooms X 150 GPD 11.2 GPDISF = 375 SF of Absorption Area 375 SFIS LF (Width)'.5 (Red Factor) = 37.5 LF Trench Length Therefore: Construct a 38' Long X 5' Wide X 4' Effective Depth Absorption Trench. Flowline Elevation in Trench to be S' Below Original Ground Surface.' Total Depth to be " 4.5' Below Existing Ground. Mound Over Trenches to Provide Minimum of 3' of Cover or Provide 2" of Direct Bury Insulation. 4' 2' Natural Backfill (Minimum) . of Jl.cyat.. S� ,� 4" PVC Holes Down infield TYPICAL WIDE TRENCH SECTION LPr•X-Tw_1091 NOTE: Grade Area Over Trench to Drain Away. eoo� OF t C t Minimum G Separation From Bedrock Minimum 10' Separation From Lot Line. .4 ��c... • • • • • . q �e a �P,•' S Minimum 4' Separation From Groundwater. �. lij: ^^�! :r !,1 491" a Minimum 100' Separation From Well. ,t ; Minimum 100' Separation From Creek. $0 ... / Of v •MICHAEL E. ANDERSCN . N CE -4381 :��<w A, 411tPRO S*51' 41, k\♦\ Municipality of Anchorage Department of Health & Human Services 825 L Street, Anchorage, AK 99502-0650 SOILS LOG - PERCOLATION TEST Performed For. MM&M Contracting Date Performed: Legal Description: lot 4_ Block 3. Sue Tawn Estates No. 2 SLOPE OG/OL 1 2 SW 3 4 Perc. 5 Zone Well Graded Sands 6 1 with Gravel Was Groundwater 12 13 Bottom of Hole 9 ®��� Encountered? Yes ., If Yes, What Depth? 9.5' 10 3, g � 0 1 Depth to Water After Monitoring 9.5' 11 SIO 6Fw Date: 4/30101 14 1 21 �F- OF.... sa r. P.,. •., 4.a TH .� ///� % �e ....... 1 ,„ MICHAEL E. ANDERSON 14 Jam.,• CE -4381 '°i�'�fRpFCSS10HA ��� SITE PLAN See Site Plan Perc. Rate: 2 MinAnch Perc. Hole Diameter. 6* Test Run Between 4.5 FL and 5.5 FL Comments: Pero Cavity Presoaked Prior to Test Performed By: Mike Anderson, I, Michael E. Anderson Certify That This Test Was Performed In Accordance With All State and Municipal Guidelines In Effect On This Date: 511/01 ®��� ., Perc. Rate: 2 MinAnch Perc. Hole Diameter. 6* Test Run Between 4.5 FL and 5.5 FL Comments: Pero Cavity Presoaked Prior to Test Performed By: Mike Anderson, I, Michael E. Anderson Certify That This Test Was Performed In Accordance With All State and Municipal Guidelines In Effect On This Date: 511/01 ALASKA WATER �& WASTEWATER CONSULTANTS, INC. May 5, 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: Proposed Well and Septic System for Lot 4, Block 3, Sue Tawn Estates Subdivision #2 (Bottomless Intermittent Sand Filter - ISF) To whom it may concern: The proposed 4 bedroom house will be served by a private well and septic system. Three test holc4were excavated on the property in the area of the proposed septic system. We are proposing that a 1500 gallon S.T.E.P. tank and a innovative Bottomless Intermittent Sand Filter (ISF) system be installed. Comments regarding the proposed upgrade are summarized as follows: 1. GENERAL: Three test holes were excavated on the mid -north half of the property to determine an area suitable for a septic system. Due to high groundwater condition and the high porosity of the soils, a sand filter would be required even for a conventional system. We are proposing that the primary and alternate site for the proposed septic system be designed around the 30 foot radii of T1191 and TH#3. Based upon these findings, it is our opinion that a Bottomless ISF system is the most viable option. 2. SOILS: Attached are logs which shows the soil classifications, groundwater monitoring, and the percolation test results. The soils below the organic layers are a GW/SW material (with large boulders & cobbles) to a depth of 8 feet in all three test holes (bottom of test hole #2). At 8 feet in T11#1 and TII#3, the soils transitions to a SM/ML material (with lenses & pockets of CL) to a depth of 12 feet in TH#1 and to 10 feet in TII#3 (bottom of test holes). Groundwater was encountered during the excavation of the test holes at 8 feet in TII#1, at 6 feet in TH92, and at 8 feet in TH#3. After 13 days the monitoring tubes were checked and groundwater was found to be at 6 feet in TII#1, at 3.5 feet in TH#2, and at 7 feet in Tf1#3. A percolation test was performed in each test hole at various depths and found the percolation rate to be less than 1 minute/inch in all the test holes. It is our opinion that due to the overall appearance of the soils and the high porosity of the soils, a sand filter should be used. . 6901 Debarr Road, Suite 2D — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 3. DRAINFIELD DESIGN: Bottomless Intermittent Sand Filter (ISF) a. Percolation Rate: <1 minutes/inch b. Allowable Application Rate for ISF: 2.0 gallons/day/ft2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 300 ft2 f. Effective Depth below pressure pipes: 2.5+ inches g. Width: 12 feet h. Length: 30 feet. i. Effective absorption area = 360 R2 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 I% passing the #8 sieve. We are proposing to excavate down to a depth of 3.5 feet (maximum - at any point), 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 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: There is no surface water within a 100 foot of the the proposed septic system. 5. TOPOGRAPHY: As can be seen on the attached design, the slopes from approximately south to north at a grade of 3 to 5 percent; 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 Y9p for your assistance. .E., M.S. 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 LOT 2, BLOCK 3 SUE TAWN EST. /2 LOT 3. BLOCK 3 SUE TAWN EST. 12 REFUNDED WELL k SEPTIC PERMIT. PROPOSED WELL LOCATION WILL NEED TO BE RELOCATED. PROPOSED SEPTIC SYSTEM - (SEE DESIGN, PACE 2 OF 2) 1 CREEK/PROPERrY LINE I I I l� �\1 I SUE TALWN BEST. /1 j LCT 7 SUE TAWN EST. /1 TN/1. •711/2 LOT 18. BLOCK 1 (n SUE YAWN EST. /2 2 �\ LOT 19. BLOCK 1 SUE TAWN EST. 12 , 'ACANTD , LOT 8, BLOCK 3 SUE TAWN EST. /2 evAI ASKA`WI ER & WASTEWA7-6179 - PAXTER4e 1 J-L.M00 CONSULTANTS, INC. Ste` h PREPARED FOR PHONE NUMBER: PAGE NUMBER: DON TICE (907) 727-5291 1 OF 3 SUE TAWN ESTATES SUBDIVISION #2; LOT 4, BLOCK 3, Y�-,v - ' •..,v '^v e E OF WORK: �a',V`, �ProFeee SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC --ALTERNATE SITE \ 1 I 'Ln PROPOSED 4 BEDROOM HOUSE I� D ,z LOT S. BLOCK 3 SUE TAWN EST. /2 i0 SERVED BY A PRIVATE WELL h SEPTIC SYSTEM. NO ENCROACHMENT CONCERNS. m LOT 8, BLOCK 3 SUE TAWN EST. /2 evAI ASKA`WI ER & WASTEWA7-6179 - PAXTER4e 1 J-L.M00 CONSULTANTS, INC. Ste` h PREPARED FOR PHONE NUMBER: PAGE NUMBER: DON TICE (907) 727-5291 1 OF 3 SUE TAWN ESTATES SUBDIVISION #2; LOT 4, BLOCK 3, Y�-,v - ' •..,v '^v e E OF WORK: �a',V`, �ProFeee SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC PROPOSED BOTTOMLESS INTERMITTENT SAND FILTER. EXCAVATE A BED THAT ALASRA WATER & WASTEWATER CONSULTANTS, INC. 6901 DFRARR ROAD. SUTE 2R • ANCHORAGE. AK 00504' PHONE (007)357-6179 • FAX (907)336J24i PREPARED FOR: PHONE NUMBER: DON TICE (907) 727-5291 SUE TAWN ESTATES SUBDIVISION #2: LOT 4. BLOCK ALTERNATE SITE pROPO`�� ORION,( NOTES. TIE AIR COMPRESSOR SHALL DE LOCATED WITHIN THE BASEMENT OR THE WAGE. THE CONTRACTOR SHALL PROVIDE A 0-10 PSI PRESSURE GAUGE AT A LOCATION WHICH IS READILY ACCESSIBLE FROM WITHIN THE HOUSE. MOTE. A 30 PSI GAUGE WILL NOT WOM. THE AIR COMPRESSOR SHALL BE A THOMAS INDUSTRIES MODEL 5070, AS SUPPLIED BY ANCWRAGE TANK. THE AIR LINE SHALL BE L2 INCH DIA HOPE Cl PIECE). INSULATED WITH L2 INCA FOAM PIPE WRAP NR3 VALUEI. INSIDE A 2 INCH SM40 PVC JACKET. THE LINE SHALL BE BURIED TO A MINIMUM DEPTH OF 3 FEET. THE CONTROL PANEL FOR THE STEP TAN( SHALL BE INSTALLED WITH A AUDIBLE/VISUAL INDICATOR WITHIN THE BASEMCNT OR GARAGE. J.L.M.Opp *. 1 " = 40' E NUMBER: 2 OF 3 DESIGN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM A�Calness: -7953 :, IS 3.5 FOOT DEEP MAXIMUM BY 12 FEET WIDE BY 30 FEET LONG. SEE ATTACHED DETAIL AND PROFILE (PACE 3 OF 3) FOR COSTRUCTION DETAILS AND REQUIREMENTS. PROPOSED 1500 GALLON S.T.E.P. TANK INSULATED TH/1AIR �, (SEE NOTE)�� / AIR NOTE OR o y4THj2 CO 4--a 70 TETT - \ C) m \� �� �v I } / PROPOSED WELL It ALASRA WATER & WASTEWATER CONSULTANTS, INC. 6901 DFRARR ROAD. SUTE 2R • ANCHORAGE. AK 00504' PHONE (007)357-6179 • FAX (907)336J24i PREPARED FOR: PHONE NUMBER: DON TICE (907) 727-5291 SUE TAWN ESTATES SUBDIVISION #2: LOT 4. BLOCK ALTERNATE SITE pROPO`�� ORION,( NOTES. TIE AIR COMPRESSOR SHALL DE LOCATED WITHIN THE BASEMENT OR THE WAGE. THE CONTRACTOR SHALL PROVIDE A 0-10 PSI PRESSURE GAUGE AT A LOCATION WHICH IS READILY ACCESSIBLE FROM WITHIN THE HOUSE. MOTE. A 30 PSI GAUGE WILL NOT WOM. THE AIR COMPRESSOR SHALL BE A THOMAS INDUSTRIES MODEL 5070, AS SUPPLIED BY ANCWRAGE TANK. THE AIR LINE SHALL BE L2 INCH DIA HOPE Cl PIECE). INSULATED WITH L2 INCA FOAM PIPE WRAP NR3 VALUEI. INSIDE A 2 INCH SM40 PVC JACKET. THE LINE SHALL BE BURIED TO A MINIMUM DEPTH OF 3 FEET. THE CONTROL PANEL FOR THE STEP TAN( SHALL BE INSTALLED WITH A AUDIBLE/VISUAL INDICATOR WITHIN THE BASEMCNT OR GARAGE. J.L.M.Opp *. 1 " = 40' E NUMBER: 2 OF 3 DESIGN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM A�Calness: -7953 :, V 4" IIIA 501,40 PVC LAIERAL5 QaE5. 5= 75, AND FLL15" VALVE5 PER 01INCO M51(AN), 4 12' x b0' 60ffOMLE55 ff NO LINER ON BOTTOM. PRE M PIPVJG DESIRiD BY Of�NCO Aft aPPI.ED BYANCNOIAa TAM.. --------------- COL SPK,ED Af 2 PEEf.OMKICO I I ------------------------------------- 4" VK MONITORING iU e Af EACH • I I/ A" DIA. 50140 FDPE CORNER. MITORAW LTIVeN TOP 1215GWa LPi FROM OF 51MV " P1511WM PIPE 5TEP TMX KV MANIFOLD WVERf. ( &L 1/ 4 M M FM5) PLAN VIEW 3/4" PVC LAltM5 ( rFPJAl. am Mf OF MLAfION I 2' MIN. OF COVER (GRAVEL BELOW PIPE - 3" 4' MIN. 2 FEE1 MN. OF FLIER S W 2 f0 0V W1WA2R `pro oF'S PROFILE VIEW DATE: oop�ppp 5 /5/2000 0 DRAWN BY: ALASKA «'ATER & WASTE«WATERJ.LM. CONSULTANTS. INC. 5C/�. ... ......... y.Y� 6901 DEBARK ROAD, WTE 28 • ANCHORAGE. AK 995% • PHONE. (901)3374179 • FAX (901)3563246 N.T...:..•S, PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DON TICE (907) 727-5291 3 OF 3 QQ "" ess:: "'Q LEGAL DESCRIPTION: QOO°pJ' C 7953 SUE TAWN ESTATES SUBDIVISION J2; LOT 4, BLOCK 3 TYPE OF WORK: 044eypEo/eaaloD�000O DETAIL OF BOTTOMLESS INTERMITTENT SAND FILTER (ISF) �Oppppoco ALASKA WATER & WASTEWATER CONSULTANTS, INC. I SOIL LOG - PERCOLATION TEST I LEGAL DESCRIPTION: SUE TAWN ESTATES SUBDIVISION 12: LOT 4, BLOCK 3, PERFORMED FOR: DON TICE DATE PERFORMED: 4/19/00 D« 1 1 -- - ORGANICS TEST HOLE #1 2iM{�a ed's SOIL CLASSIFICATIONS Gw/sw W/ LARGE BOULDERS & COBBLES E SM/ML W/ LENSES & POCKETS OF CL 16 17 191 20 COMMENTS: DEPTH TO DATE GROUNDWATER 8. 4/19/00 6- 5/2/00 ff 111111111 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN SEPTIC SYSTEM 111111111 vzzz. 4.0 FT. 7I lllllli IYi��. • CREEK DEPTH TO DATE GROUNDWATER 8. 4/19/00 6- 5/2/00 ff NET TIME DATE I READING I CLOCK NET DROP TIME I (MINUTE ) I WATER READ INEL ( (INCHES) A PERCOLATION RATE PROPOSED (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN SEPTIC SYSTEM FT. AND 4.0 FT. TFi/1, CREEK C / 'TM12 IALT. SITE \ �\ PROPOSED 4 BEDROOM \ HOUS I � SITE PLAN I'-100' NET TIME DATE I READING I CLOCK NET DROP TIME I (MINUTE ) I WATER READ INEL ( (INCHES) A PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.5 FT. AND 4.0 FT. PERFORMED BY ALASKA WATER & WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON ALASKA WATER & WASTEWATER CONSULTANTS, INC. I SOIL LOG - PERCOLATION TEST I LEGAL DESCRIPTION: SUE TAWN ESTATES SUBDIVISION A2; LOT 4, BLOCK 3, PERFORMED FOR: DON TICE DATE PERFORMED: 4/19/00 (feet -_"_ TEST HOLE #2 1 zEEEH ORGANICS 2 PROPOSED NET TIME WATER LEVEL (MINUTES) READING NET DROP (INCHES) SOIL CLASSIFICATIONS SEPTIC SYSTEM 3 TH/T• ^ s+: c GP ML 4;; GM CL 4 / *TM/2 `ALT. SITE GW� GC OL \ w EW OF T SILT & CLAY MH 5 PROPOSED 4 BEDRROOM TANDULLC/AHRRGE •� ••• ; SP BOULDER/Co6eLEs CH �f SM : OH 6 SITE PLAN SC I" = 100' 9� 7 6� B.O.H. 9 10 11 21314 12- 13- 14-1 16 17 18 19 COMMENTS: DATE PROPOSED NET TIME WATER LEVEL (MINUTES) READING NET DROP (INCHES) SEPTIC SYSTEM TH/T• CREEK 4;; L'[11� / *TM/2 `ALT. SITE / \ PROPOSED 4 BEDRROOM Hous SITE PLAN I" = 100' DATE READING CLOCK TIME NET TIME WATER LEVEL (MINUTES) READING NET DROP (INCHES) �-A �N 9 E �P� ON F- �SOR9 ,o� pfSL A�2010 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) I TEST RUN BETWEEN 2.5 FT. AND 3.0 FT. PERFORMED BY ALASKA WATER do WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORM5D IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON ALASKA WATER & WASTEWATER CONSULTANTS, INC. I SOIL LOG — PERCOLATION TEST I LEGAL DESCRIPTION: SUE TAWN ESTATES SUBDIVISION #2: LOT 4, BLOCK 3, PERFORMED FOR: DON TICE DATE PERFORMED: 4/19/00 DEPTH _ TEST HOLE 3 (feet) _ 1�= _ f — ORGANICS SOIL CLASSIFICATIONS 2 aa.d o9ao o o'. GW =--c ORG I GM CL 4 aoo GC OL 5 a°a4°g 6 7 `dsL°yt a QoO4�. I 9 10 B.O.HI tt 12- 13- 14- 15- 16- 17- 18- 19- 20— COMMENTS: 21314151617161920COMMENTS: GW/2SW W/ GE °° SW MH BOULDERSSPCH & COBBLES •' ' ' SM ' : OH Sc SM/ML W/ LENSES & POCKETS OF CL DATE IJ DATE PROPOSED SEPnC SYSTEM M0N TM+I• 5 0f CREEK 4 ��,' � f9 SORO K �0 QER ' L / •TH#2 ALT. SRE \ ` / f `�1 PROPOSED 4 BEDROOM r \ f r rr SITE PLAN r I' = 100' DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) *— M0N 5 0f 4 f9 SORO K �0 QER ' k�10�00 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) I TEST RUN BETWEEN 3.5 FT. AND 4.0 FT. PERFORMED BY ALASKA WATER & WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFO M D IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON DATE: PROPERTY OWNER MAINTENANCE AGREEMENT ON-SITE WASTEWATER DISPOSAL SYSTEM This agreement, dated (O , 2006is made between the Municipality of Anchorage Department of Health and Human Services (DHHS) and the property owner(s) of / „4 S/ Ak epi 'fit .-4- _ 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. Property Owner Name Property Owner Name (Notarize Here) State of tom- "AA_ Judicial District SS. On this tay of in the ��4� "'"+�'����� yeaz�, before t ., the undersigned notary public, personally appeared: _ < = ci�o/1Q �� Ge/ known to me to be .p V the person(s) whose name(s) is/are subscribed to the ve L\ within instrument and acknowledged that he/she/they executed the same for the purposes therein contained. In wiT ess whereof, 1 hereunto set my hand and ofitcj�alAeal�Rf�-C&'✓ - / Notary b(blic (signature) . Vlralrtla, L- &VIS (Notary's printed e) My commission expires: • Municipality of Anchorage On -Site Water and Wastewater Program (907)343-7904 r Certificate of On -Site Systems Approval Parcel I.D.O 05I'�t :30 Expiration Date: Q �_ 1. GENERAL INFORMATION Complete legal description Sue Tawn Estates #2, Block 3, Lot 4 Location (site address) 18810 Sue Tawn Drive Chugiak, AK 99567 Current Property owners) Colleen 8r LD Herrera Day phone Mailing address 18810 Sue Tawn Drive Chugiak, AK 99567 Real Estate Agent Day phone 2. TYPE OF DWELLING: El Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System Waiver/Variance request fqr: Received by: j z u U I/1 COSA to be released to the engineer, Three Date: U5 by the engineer. COSA Fee $ J�ZG ' Waiver Fee $ Date of Payment iol zol( - Date of Payment Receipt Number CbOD-1( Receipt Number COSA # 05Ci5-15-4?2- Waiver# TYPE OF WASTEWATER DISPOSAL: Individual Q ❑ Holding Tank ❑ ❑ Community ❑ ❑ Public Sewer ❑ Date: U5 by the engineer. COSA Fee $ J�ZG ' Waiver Fee $ Date of Payment iol zol( - Date of Payment Receipt Number CbOD-1( Receipt Number COSA # 05Ci5-15-4?2- Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Anderson Engineering Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. 6. DSD SIGNATURE V System #1 Approved for �L bedrooms System #2 Approved for bedrooms Disapproved Phone 522-7773 Date 10/10/2015 W 0 .... a••s sp•.0 pa f ........... 4 MICHAEL L d DERSON CE -4381 flit.PROFESSIO moo' Conditional approval for bedrooms, with the following By: L/✓ Original Certificate Date:I0 .2D 1 7 The Municipality of Anchorag "" lopment Services Division (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given In paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSAbluesheet ( c If more than 1 septic system is on the lot: COSA Checklist # of _ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: Sue Tawn Drive #2, Block 3, Lot 4 A. WELL DATA Well type Private If A, B, or C provide PWSID # Date completed 6/14/00 Sanitary seal (Y/N) Y Total depth 101 ft. Cased to 101 ft FROM WELL LOG Date of test 6/14/00 Static water level 30 ft. Well production 30 s M WATER SAMPLE RESULTS: 14 DI Wr Coliform 0 colonies/100 mL Nitrate Onto mg/L Arsenic ND ug/L Date of sample: 10/5/15 Parcel ID: 051-501-30 Well Log (Y/N) Y Wires properly protected (Y/N) Y Casing height (above ground) >18 in. AT INSPECTION 10/5/15 29.6 ft. 7.3 g.p.m. Collected by: And. Engineering B. SEPTIC/HOLDING TANK DATA 5.19-01 OK Tank Type/Material Septic/Steel Date installed 1 Tank size 1,000 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (YIN) Y Depression over tank (YIN) N High water alarm (Y/N) N Date of pumping 8/17/2015 Pumper Sanitary Pumpers C. ABSORPTION FIELD DATA Date installed 5/20/01 Soil rating (g.p.d./ft2 or ft2/bdrm) 1.2 GPD/SF System type 5' Wide Length 42 ft. Width 5 ft. Gravel below pipe 4 ft. Total depth 6.5 ft. Eff. absorption area 420 ft2 Monitoring tube Y Depression over field N Date of adequacy test 10/5/15 Results (Pass/Fail) Pass For 3 bedrooms Fluid depth in absorption field before test 0 in. Water added 461 gal. New depth 0 in. Elapsed Time: 0 min. Final fluid depth 0 in. Any rejuvenation treatment (past 12 mo J (Y/N & type) N Absorption rate >= 450 g p d If yes, give date D. LIFT STATION Date installed — °Pump on" level at Datum Size in gallons in. "Pump off' level at Cycles tested _ Manhole/Access (YIN) _ in. High water alarm level at Meets alarm & circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot >100' On adjacent lots > 100' Absorption field on lot >100' On adjacent lots >100' Public sewer main >75 Public sewer manhole/cleanout >100' ' Sewer /septic service line >25 Holding tank >75 Animal containment areas >50' Manure/animal excrete storage areas >100' SEPTIC/HOLDING TANK ON LOT TO: Building foundation >51 Property line >51 Water main >10, Water service line >10' Wells on adjacent lots > 100' ABSORPTION FIELD ON LOT TO: Propertyline i >10' Building foundation >10' Water Service line >10' Surface water >100' Curtain drain None Noted Wells on adjacent lots >100' F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Michael E. Anderson, P.E. Date 10/20/2015 COSA brown sheet -1 0-10-1 2.doc Absorption field >51 Surface water >100' Water main >10' Driveway, parking/vehicle storage > in. a fie® e�........... A CHAS! E. ANDERSON �,;=A CE -4381 Municipality of Anchorage ° I Development Services Department = Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road t.O.Box 196650 Anchorage, AK 99519-6650 _ - www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D.: 051-501-30 COSA# 1. GENERAL INFORMATION Expiration Date: Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real. Estate Agent SUE TAWN ESTATES #2• BLOCK 3 LOT 4 18810 SUE TAWN DRIVE *CHUGIAK, AK 99567 JANE LOWERY Day phone C/O AGENT 18810 SUE TAWN DRIVE *CHUGIAK, AK 99567 Day phone JIM MURPHY W/ DYNAMIC Day phone Mailing address 31 1 1 C STREET *ANCHORAGE, AK 99503 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: 720-7999 TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site 0 Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems 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 COSAs upon request to homeowners. Certificates of On -Site Systems 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. d. STATEMENT OF INSPECTION BY ENGINEER As ceiti pied by my seal a„`ixed hereto and as of the validation date shown below, i verily that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on -Site water supply and/or wast-pwater disposal system is (are) safe., Lunctional and adequate for the ,number of bedrooms and type of structure indicated herein. l further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspec+ion, 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 GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name Engineer's Comments: JEFFREY A. GARNESS, P.E. In conducting this evaluation, GEG, LtD. 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. GEG, LTD. 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 V Approved for bedrooms. Disapproved. Phone 337-6179 Date 11-2- fr ooP�E ............-9S,4p0 �* 4 T:*I Conditional approval for bedrooms, with the following stipulations COSA Checklist Arsenic Advisory Septic System Advisory Maintenance Agreements Well Flow Advisory Supplemental Engineer's Report t ey� ess,• (/ CE -795 Z����..�0�4 i Y OF ON-SITE : m 1AIA ER AND WASTEWATER ; PROGRAM JJI0,NT Nitrate Adv;sory Other By: Original Certificate Date:g (Rev. 11105) , Municipality of Anchorage >::::::::::�� Development Services Department °F Building Safety Division S p ; T'y On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: SUE TAWN ESTATES #2; BLOCK 3, LOT 4 Parcel ID: 051-501-30 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES Date completed 6/14/00 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth 101 ft. Cased to 101 ft. Casing height (above ground) 24+ in. FROM WELL LOG AT INSPECTION Date of test 6/14/00 9/19/11 Static water level 30 ft. 26 ft Well production 30 g.p.m. 5.7 9 _P -m_ WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate 2.1 mg./L. Collected by: GEG, Ltd. Arsenic: mug./L. Dateofsample: 9/15/11 B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Date installed 5/18-20/01 Tank size 1000 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm .(Y/N) N/A Date of pumping Pumper i Gcr CitM 10Gr S C. ABSORPTION FIELD DATA *BELOW EXISTING GRADE Date installed 5/18-20/01 Soil rating (g.p.d./ft`or a/bdrm 1.2 System type TRENCH Length 42 ft. Width 5 ft. Gravel below pipe 4 ft. Total depth *6.29 ft. Eff. absorption area 420 ftZ Monitoring tube YES Depression over field NO Date of adequacy test **9/19/11 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test 0 in. Water added 2530gal. New depth 4 in. Elapsed Time: 876 min. Final fluid depth 0 in. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date — **FIRST 2000 GALLONS OF WATER INTRODUCED INTO SYSTEM WAS FOR PRE—SOAK (APPROVED BY JEFF POET W/MOA). T44E 'TRENCH IS 0.2' SHY OF 2:0' OF SOIL COVER AT ONE LOCALIZED AREA. TRENCH IS INSULATED. D. LIFT STATION Date installed Size in gallons Manhole/Access "Pump on" level at in. "Pump ofr E. SEPARATION DISTANCES water alarm level at in. Cycles tested Meets alarm $ circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line 25' On adjacent lots 100'+ Public sewer manhole/cleanout _ N/A Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Properly line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ 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/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that l have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date 91-L?- f # COSA Fee $ Acs — i Date of Payment C\ lab Receipt Number ©" (Rev. 11105) Waiver Fee $ Date of Payment Receipt Number OF VNQ rness: CEI 7nIle m 0 D�nPro f ess�on000 SGS Ref.# 1114480001 Client Name Garness Engineering Group, Ltd Project Name/9 Sue Tawn 42, L4, B3 Client Sample ID Sue Tawn 92, L4, B3 Matrix Drinking Water Printed Date/Time 09/21/2011 13:39 Collected Date/Time 09/15/2011 8:15 Received Date/Time 09/15/2011 12:28 Technical Director Stephen C. Ede Sample Remarks: Allowable Prep Analysis Parameter Results LOQ Units Method Container ID Limits Date Date Init Metals by ICP/MS Arsenic ND 5.00 Waters Department Total Nitrate/Nitrite-N 2.10 0.100 Microbiology Laboratory E. Coli Negative l Total Coliform Negative 1 ug/L EP200.8 C (<10) 09/19/11 09/20/11 NRB mg/L SM20 4500NO3-F B (<10) 09/15/11 AYC I OOmL SM20 9223B A I OOmL SM20 9223B A 09/15/11 CR 09/15/11 CR Sep 2211 03:07p Betty Van Boven S AVITAIKY VU WERS 6.S9 z M rUsTQfAERS ORDER NO. PHONE DATE NAME 907 688-0993 P.1 SOLO 13Y I CASH I C.O.D. CIIAI16Y I ON ACCT. JIED MSE. RET0.1 PAOUT 17 Al% -z I All claims and returned goods 117"3 R --'MUST be accompanied by this bill.Thank You! L' < 188fo pPtVe t e' u f•1 lLY E F,X Ir' . Tfi, -4.4 P6Y AS -BUILT I hereby certify that I have surveyed the following described property: L o 'r LF• ; $ le c.i< 3 , _e t o.t <S TfS'Q1 fit.. ! M . Anchorage Recording Precinct, Alaska, and that the Improve- • menta situated thereon are within the property fines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on property lying adjacent thereto encroach on the premises in question and tat there are no roadways, transmission fines or other visible easements on said property except as indicated hereon. Dated at Eagle River, Alaska this`day of_Mn .y zoo l SCALE. ROB�RTC. JOHNSON ykcp 1„ 50, Registered Land Surveyor No.tS Box 77456, Eagle River, Alaska 99571. Phone (907) 694-2543 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program `1 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. 05-1-501-30 HAA# 6.56,,�95� ,::•.�., Expiration Date: /O - io - 0.5� 1. GENERAL INFORMATION Complete legal description .fir,. Tw.Jvt 664,a_4 e6 J+ 2 L1 y 133 ,. `Location'(site address or directions) 1881 G St..e Ty wm Current Property owners) rTohh W. n�nAq 6.. Day phone 688 - 3 S bis 04; san Mailing address, IRSIo .5,.e hr. U+til iik; AIC 99567 Lending agency Day phone Mailing address Real Estate Agent LC,t..re, 6,7e Day phone 63 �2 -1 �1 4 •i Mailing Address, Unless otherwise requested,: HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS*. 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ 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 sample results. (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. 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 files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Eagle River Engineering Servim 104211 VFW S Suite 2()i Address Eagle River. AK99577 Engineer's Printed Name _L'tjr;si L -y Q. k)n,.1 5. DSD SIGNATURE Approved for 3 bedrooms. Disapproved. Conditional approval for bedrooms, with the follow Phone_ 6qN-5ia5 Date 6/2$%5 Additional Comments A)VN-SITE •_P�^ Attachments: HAA Checklist X Maintenance Agreements Septic System Advisory Supplemental Engineer's Report Well Flow Advisory Other By: —0,, i1 ,z_ Original Certificate Date: 7— - 0-5 (Ftw. U1102) Municipality of Anchorage • Development Services Department 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 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: Ta ijA h,4a4es if ;Z L q y A 3 Parcel ID: 051 - 50 1 -3C) A. WELL DATA Well type 111210L"kiv If A. B, or C provide PWSID # AzJ_4 Well Log 61) —s e5 Date completed -Y-14/00 Sanitary seal (ON)4e_� Wires properly protected (ON) ye:_ Total depth 1©2�ft. Cased to J01' ft. Casing height (above ground) 129_in. FROM WELL LOG AT INSPECTION Date of test 6 / 14 l00 91/2 416 s Static water level 30 Well production SD g.p.m. f� g.p.m. WATER SAMPLE RESULTS: Coliform __QL_colonies/100 ml. Nitrate 349 mg./I. , Other bacteria 0_ colonies/100 ml. Arsenic: 0 mg.A. Date of sample: 4�0� Collected by: �har�es Uilmrinc>I B. SEPTIC/HOLDING TANK DATA Tank Type/Material Aa[,pr"ex -N"Ie Date installed J%1/01 Tank size 1,00gal. Number of Compartments � Cleanouts c&i +) ves Foundation cleanout 6N) -Y-`j "Depression over tank (Y(Y jlo- High water alarm (Ya ✓la Date of pumping tj 31,05 ' Pumper 64myl i 4 C. ABSORPTION FIELD DATA Date installed t/11&i Soil rating (g.p.d.M2 or ft'lbdrm) I L System type 5' w ed Q- +reAt Length yi ft. Width 5 r ft. Gravel below pipe Total depth b ft. Eff. absorption area _qZoft2 Monitoring tube's Depression over field _A.0 Date of adequacy test 6,JY_fp Result as Fail) 02�&SS For 3_ bedrooms Fluid depth in absorption field before test 4 in. Water added_E3Qgal. New depth in. Elapsed Time: Z,�Qmin. Final fluid depth 144 in. Absorption rate4/� 50 g.p.d. Any rejuvenation treatment (past 12 mo.) (Y(9& type) Ylo If yes, give date NtA D. LIFT STATION Date installed `Pump on' level at Cycles tested E. SEPARATION DISTANCES at _ in. SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot > t tO Absorption field on lot >110, Public sewer main N.1 A Sewer /septic service line >1101 (Y/N) High water alarm level at in. Meets alarm & circuit requirements? On adjacent lots 7(5-0' On adjacent lots > 15-0, Public sewer manhole/cleanout AIM Holding tank A4.1.4 SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 13 r Property line >(O' Absorption field I r Water main All 4 Water service line >601 Surface water Wells on adjacent lots >129 To well o,n la+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 1� Building foundation 1401 Water main N/A Water Service line 75.01 Surface water 91 15" Driveway, parking/vehicle storage >50 Curtain drain new[ obsegy l Wells on adjacent lots > OL F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. Engineer's Printed Namee�kn jAo of Date 6/261z;5 - HAA Fee $ 43b Dale of Payment (JI Z P cs Receipt Number�?24.I (Rev. 12/01) well oA (o+ >110' Waiver Fee $ Date of Payment Receipt Number a, EILI ,EII 06-28-05 02:35PM FROM -CUE ESI, SGS ENV SERVICES -S&%- SCS RcLN 1053590001 Client Name Eagle River Engineering Project NnmeM Sue Town Lot 4. Block 3 Client Sample ID Sue Town Lot 4, Block 3 Matrix Drinking Water 9075515301 T-105 P.02/07 F-789 All DatesiTh as are Alaska Standard Time Printed Date/Time 06/28/2005 10:39 Collected Date/time 06/20/2005 16:00 Received Date/Time 0620/2005 17:22 Technical Director Stephen C. Ede PWS/D 0 Sample Remarks: EP 300.0 -Chloride detected In the method blank at > 112 PQL; concentration of chloride in the sample is IOX greater. Allowable Prep Analysis Parameter Results PQL Units Me1w ContamorID limits Dare Data Nit Netals Department Hardness as CaCO3 Private Individual )lttalysil Aluminum Antimony Arsenic Barium Cadmium Calcium Chromium Copper Iran Lead Magnesium Manganese Phosphorus Chloride Fluoride Potassium Nitrate -N Selenium Nitrite -N Sodium Silicon Silver Thallium Sulfate 119 5.00 mg/L SM20 23408 D 0621/05 06/22/05 20.0U 20.0 ug/L EP200.8 D 06al/05 0622/05 1.00 U 1.00 ug/L EP200.8 D (<-6) 0621105 0622/05 5.00 U 5.00 ug/L EP200.8 D (< 50) 0621105 0622/05 3.85 3.00 ug/L EP200.8 D (<-2000) 0621/05 0622/05 0.5000 0.500 ug/L EP200.8 D (< 5) 0621/05 0622/05 29100 500 ug/L EP200.8 D 0621/05 0622/05 I.00U 1.00 ug/L EP200.8 D (-100) 06/21/05 0622/05 30.3 1.00 ug/L EP200.8 D (<-1300) 0621/05 0622/05 250 U 250 ug/L EP200.8 D (<-300) 0621/05 0622/05 0.444 0.200 ug/L EP200.8 D (<-15) 0621/05 0622105 11300 50.0 ug/L EP200.8 D 0621/05 0622/05 2.52 1.00 ug/L EP200.8 D («50) 0621/05 0622/05 200 U 200 ug/1- EP200.8 D 0621/05 0622/05 4.75 0.100 mg/L EPA 300.0 B (< 250) 0620/05 0.100 U 0.100 mg/L EPA 300.0 B (<-2) 0620105 538 500 ug/L EP200.8 D 0621/05 0622/05 3.49 0.100 mg/L EPA 300.0 (<-101 0620/05 5.00 0 5.00 ug/L EP20U.8 D (0 50) 0621/05 0622/05 0.100 U 0.100 mg/L EPA 300.0 ("1) 0620/05 Soo ug/L EP200.8 D (<r250000) 06/21105 0622/05 2470 4680 200 ug/L EP200.8 D 0621/05 0622/05 1.000 1.00 ug/L RP200.8 D )00) 0621/05 0622105 1.00U 1.00 ug/L EP200.8 D («2) 0621/05 06/22105 9.17 0.100 mg/L EPA 300.0 D («250) 0620/05 � � rlo (D F § | ; t | § CD � & § § � � � � --------------------------------------------------------- Ig810 sv� rhwN P.. ;I Ch Pte• tvs� a' i /J/ o. i c d 6-aq-• o� AS -BUILT 1 hereby certify that 1 have surveyed the following described property: Lor i f$ , - —# , 3 ,14 Anchorage Recording Precinct, Alaska, and that the improve- ments situated thereon are nes and do not overlap or encroach on the proper the lying a _ty�int thereto that ro improvements on property lying ad acent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. ty' l : R^:. •t C o4,xo �?� .y Dated at Eagle River, Alaska this.3 -Ent _dayof Ma.Y " "•' . 19 X06 ROBERT C. �2�'`•1,:••a.r..� > SCALE: JOHNSON y4� V b r:i,',:F,�•.:' 1.. Registered Land Surveyor No.LS • .57 VW Box 77.0456, Eagle River, Alaska 99571. Phone (907) 694.2543 05-28-05 02:37PM FROM-CTIE ESI. IGS ENV SERVICES 9075615301 SGSICT&E ENVIRONMENTAL SERVICES Drinking Water Analysis Report for Total Coliform Bacteria READ S/STRUCTI01111 ON REVERSE EIDE EEFORS COLLECTING SA KIK. MUST BE COUMMO BY WATER SUPP RR Q PUUX WATER SYG M NX ❑M1NArerWATs dSWwb ❑ aabd k"" n Bend Wada T-105 P.07/07 F-789 200 W. POTTER DRNE ANCHORAGE, ALASKA 99518 Tel: 907-5112-2343 Fax 907-581-8301 I.ab Ref No. 53590,c Ds.m awea:e SAMPLE COLLECTION: r" � � t5 6V smPLETYPE: Trmaponad Sema as Collector to tab or. TO BE COMPLETEO BY LABORATORY f' 7 h Afj p6emW Mi]O lln.n old. Date: Time: Tamp:❑ de Har W"w ars ( � t / LorJs petivery McBwd: �— C / Received By. �2EEa ❑ Routine ❑ RepastSamPN ❑ Treated water 13 UntmeW water (rater to lap no. t Q Spacial Purpose ❑ RUSH SAMPLE Ptms S: Fax 0: cmvww •....uuu...uuauuw...u.ou.o..u....n.w.u..a..w....w.................................... . ...... 0.......... ..a.. ...0 .v a .. w. _., n.. ; +•+• .• i MNyecal Method: Membrane Filter MMO-MUG (PIA) Reported By: m� .-._. e.-....o.ma We Form R F W. 0053 12)17103 AMC fax JUN MMoaW (•1 AI RS � DalelTMns Taal CaMam' E CoA' 4ant b Cash Ptxxao p Fea6d p MEMBRANE FILTER RESULTS: M.COutlr (:plen"100 nL Vwncaaao: weYw. - �SatisTactary L2 E3Unsatlsfactory EC we.�+ t EC .-._. e.-....o.ma We Form R F W. 0053 12)17103 The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 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 sample results less than 30 days old. (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. 4. STATEMENT OF INSPECTION BY ENGINEER ' As certified by my seal affuced hereto and as of the validation date shown below I verify that my investigation,:' 'based on procedures outlined'in the`He'alth'Authority Approval Guidelines for this'applicaiion,"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 informalionobtained from the Municipality,of'Anchorage files and from my investig'ation+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 'Anderson Engineering • ' Phone 522-7773, Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed NameMichael E. Anderson, P.E. Date • 711112001 OF ' 49Li:01,11�,rR' �+ f; -MICHF.EL E ANGERSCN- CE=4331 ='q S. DSD SIGNATURE i r7 V l/ Approved for 3; 'bedrooms.,i �L4sFtLo ���� Disapproved: Conditional approval for bedrooms with the following stipulations: kkk< k1l OF Ake' �J ' ONSiTi- WAST�NATER Additional Comments J'o1,l-� Jl Attachments: HAA Checklist X Maintenance Agreements Septic System Advisory Supplemental Engineer's Report Well Flow Advisory Other By:a/� / �. / '' Original Certificate Date: 7—/3-01 (Rev. 17/00) Municipality of Anchorage Development Services Department Building Safety Division Onsite Water & Wastewater Program 4700 South SM93W St. P.O. Box IMM Anchorage, AK 9951"M www.cLanctwrage.ak.us (9D7) 343-79D4 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: Lot a Block 3 Sue Twat Estates Subdivision No. 2 Parcel to: 05130130 A. WELL DATA Wen type Private If A, B. or C provide PWSID # Date completed 6111412000 Sanitary seal (YIN) Y Total depth 101 ft. Cased to 101 ft. FROM WELL LOG Date of test SMa12000 Static water level 30 ft. Well production 30 9 - p.m -WATER SAMPLE RESULTS: Coliform 0 coloniesH00 mL Nitrate 1.21 m9A- Well Log (YIN) Y Wires properly protected (YIN) Y Casing height (above ground) _>24_in. AT INSPECTION Date of sample: 7110R001 Collected by: Tim Kknbrouah B. SEPTIC/HOLDING TANK DATA Z& ft. 611 g.p.m. Other bacteria -.L colonies/1 W ml. Tank Type/Material Steel Date installed 5fln120M Tank sae 1.000 gat. Number of Compartments 2 Clearwuts (YIN) Y Foundation cleanout (YIN) Y Depression over tank (Y/N) N Ffigh water alarm (YIN) N Date of pumping = ' 1 Pumper New Consb%Kdon C. ABSORPTION FIELD DATA Date installed 5120R001 Son rating (g.p.dJft° or ft2Ibdnn)12 GPDISF System type S Wide Trench Length 42 ft. Width S ft. Gravel below pipe 4 ft. Total depth T ft. Faf. absorption area a20 ft2 Monitoring tube Y Depression over field N Date of adequacy test Results (PUS/Fag) For _ bedrooms Fluid depth in absorption field before test _ in. Water added_ gai. New depth_ in. Elapsed Time: _ min. Final fluid depth _ in. Absorption rate x g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) N If yes, give date D. LIFT STATION Date installed 'Pump on' level at _ in. Datum Size in gallons 'Pump ofr level at _in. Cycles tested E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankllift station an lot 2110V Absorption field on lot 2100• Public sewer main WA Sewer Iseptic service One >25- ManholelAccess (YM) High water alarm level at Meets alarm b circuit regrdrerrmenta? Onadjacentlots 2100' On adjacent lots XW Public sewer manhdefdeanout WA Holding tank WA SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO: Building foundation >S Properly line >S Absorption field >S' Water main WA Water service line >1P Surface water >700• Wells on adjacent lots 2100' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line >10' Building foundation >10' Water main 210' Water Service line >10' Surface water >100' Drlvevvay. parkhtgNeAlde atanmge >10• Curtain drain None Noted Wells on adjacent lots 2100' F. COMMENTS in. HAA Fee Date of Payment Receipt Number (Rev. lzroo) Walver Fee $ Date of Payment Receipt Number G. ENGINEER'S CERTIFICATION •�F.• •, 1 certify that I have determined though field inspections and F� a 4 9 714 1 `. review of Munk4pal records that the above systems ate in . • . .. . "' . conformance with MOA HAA guidelines in effect on fhls datewcw ; F. �J` Engineer's Printed Name Michael E Anderson. PE �a 1 s� . ,•' DateT11112001 HAA Fee Date of Payment Receipt Number (Rev. lzroo) Walver Fee $ Date of Payment Receipt Number JUL-13-01 09:31 FR0M-CUE ENVIROMENTAL SRV CUE Environmental Services Inc. Aw .r-----�"A CT&E ReII 1014203001 Client Name Anderson Engineering Project Namel# l of 4 Block 3 Sue Tawn Est #2 Client Sample ID Hose Bib Btatrla Drinking Water Ordered By PVVSID 0 Sample Remarks 9015615301 T-925 P.02/03 J-159 Client PON Printed Date/rime Collected Date/rime Received Date/rime Technical Director Released By /1 A I 07/132001 9:11 07/102001 10:00 07/102001 13:30 Stephen C. Ede Allowable Prep Analysis Parameter Results PQL Units Method Limits Date Date ]nit Haters Department Nivate•N 121 0.500 mg/L EPA 300.0 (<10) 07/10/01 SCL Microbiology Laboratory Total Coliform 0 0 coVIOOmL SM189222B (<1) 07/10/Ol KAP Received Time Jul -13. 8:39AM JUL-13-01 09:38 FROM-CTIE ENVIRONIENTAL SRV 9075615301 T-925 P.03/03 F-159 �E l ME Environmental Services Inc. Laboratory Division 200 W. Potter Drive Drinking Water Analysis Report for Total Coliform Bacteria T l: (907) 56z 2343 181606 REM INSTRUCTIONSONREVERSESIDE BEFORE COLLECTINGSAMOPBL� OMPLETE BY LABORATORY MUST BE COMPLETED BY WATER SUPPLIER SAMPLE to be: 13 PUBLIC WATER SYSTEM IJD.if PRIVATE WATER SYSTEM Send Send Invoice ❑ Send Resrrns 1— E3 Sendfavoke u4iy AJbw - +r SAMPLE DATE: M® ® Year SAMPLE TYPE: oL Routine ❑ Repeat Sample (for routine Sample with lab ref ❑ Special Purpose SAMPLE LOCATION Comments: Analysis shows this Water XSatisfactory ❑ Unsatisfactory ❑ Sample over 30 hours old, results may be unreliable ❑ Sample too long in transit; sample should not be over3lohoum old at examination to indicate reliable results. Please send new sample via special d livery mail. Date Received to D Time Received 3��2 Analysis Began Ile 1� Analytical Method: '"MMaMUO iter • Number of eoloniesl100 ml. Result* Analyst 1014203 ❑ Treated Water ❑ Untreated Water Time Collected Collected By rkn his Ili Fbkx Jan Faxed Date: Time: Client notified of unsatisfactory results: 11 Phoned Spoke with Fed Dote: Time: BACTERIOLOGICAL WATER ANALYSIS RECORD MMO.MUG Result: Total CoUform B. Coil Membrane Filter. Direct Count Colonles1100 ml Verification: LTB BCB Fecal Coliform Confirmation COLIFIRM Final hlembnneFIlter Results lJ Coliforn✓100 ml Reported By art 0 Tlme hrs mrc-Tw jv a T. Craw oa-aana«+nie VEMB Member of the SGG Group ISoci0 b Generale do Surveillance) ENVIRONMENTALRecei Received ,TimeSJu 1�,13,.Jf..B 3JAM.IDA. ILLINOIS. MARYLAND. MICHIGAN, MISSOURI, NEW JERSEY. OHIO. WEST VIRGINIA