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Home My WebLink AboutVERGASON-JONES LT 2Vergason Jones Lot 2 #017-074-06 Permit Numb Name: Addre s: P O I N Phone: s Number of Bedreems: if Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Pa www.ci.anchorage.akkus (907) 343-7904 ON-SITE WASTEWATER• DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT er. ' �LA)0103f � �/ PID Number: 01% -07t% Verga.60t1 Wastewater System: D4 New ❑Upg f}Ve anchor& , g _5IE ABSORPTION FIELD LEGAL DESCRIPTION Stock: Lot^ Subdivision 19 Uer9 a -we tlafie-5 $ Township: Range: Section Well: 0 New ❑ Upgrade Classification (Private, A, B. C): - Total DepTtGL Cased to� Pr;va+e L L Driller In(� r Date Dnlled: Static WaaW LL'akel' �e � y Df; 1l r /)� r tr7 � CJ— � � � (®� FL Yield: Pumps C ,.e Casing Height Above_rroound GPM L4 eJ�(no VJVJ Fl. O( FL `p rade ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Roth rj ZF Sol Rating: Q /'1� 0 GPD,Ft= Total Depth from original grade: •—V�•.� 0 Ft. Depth to pipe bottom from original grad Fl. Gravel depth beneath pipe:`—�\\ S �{ Lift Holding Station Tank PubliclPrivate Manufacturer. Sewer Line l r� der p'Q S ��C 5 Fill added above original grade: +y— 3 Ft. Gravel Length: «��J D 0 Ft. Gravel width f Jn( r t/ Ft, Number of Imes: Distance between Imes: g Q.3 Ft. 6 5� 165' ^S l L Material: 3 r� r, „a- 7 F�J( 1' J\ �1../!{.�_ Total absorption area: 3 /r /r� Ftx Ck— �+ ft.5TMP2.'pe Material D � 71V Installer Installer. d + ?e4e �(/,�(%)�,V , YC Date Installed: �� y ,,., /Wry1 TANK SEPARATION DISTANCES kSeptic ❑ Holding ❑ s.T.E.P. ❑ Other. To Septic From Tank Absorption Field Lift Holding Station Tank PubliclPrivate Manufacturer. Sewer Line l r� der p'Q S ��C 5 capacity. 1300 Gal. I B j� i Well f—JI, 1^ 1' 6OC/ 6 5� 165' ^S l L Material: 3 r� r, „a- 7 F�J( 1' J\ �1../!{.�_ Number f Compartments: Surface Water add t I �Dfi I �0 LIFT STATION Lot Lire 8� 1 Olt ((��'y0^ i VSize: Manufacturerj(�� ,/ �0 Gal. Pi e&7,e l a.+di C S V (i,. �,, Foundation D14, / > r' z (•/J• Vv /.I ' 3l(_i 'Pump on level at: 'Pump air levet at: /'7/ y in. in. High water alarm at: 48 in. _3� curtain Drain -�" 1 /� I o n ? Y 0 o, , y ---- VVV r W Pump Make & Model Electdcal Inspections perfcrmed by gj�.�er�OLCBGS i"�a. 0• A Remarks: BENCH MARK Location and Desmpticn: � I op ®.j)'-tpvt�ela-��pn ®i yl 1 1,g ii Ais0®levatic t. I� F:. S L' S Eh'f'raNEERUJG w ��- -tw •.�'i% i Inspections performed by: 171034 Eagle River Loop Road, N� fat !,Z �3 �Q ai Eagle River, Alaska 99577 G v 2nd .. .. _. ,,..:.:..-.....,,..,. , ..q.,. Development Department Approval /+�,,3, ROBERT C. CO1 i p P AA 1+ c�l�• C.. sent Reviewed and approved by: Date: /I3 103 ?�: F:V •..... ,...••'; �'� M. R lrno)\rll,Las moo" PERMIT NO. SW000281 & SW01031 6 PAGE 2 OF 3 MunicipaUt of Anchora e DEPARTMENT OF HEALTH AND HUkXN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 *T ele hone 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WpELL INSPECTION REPORT LEGAL LOT 2, VERGASON—JONES S/D P.I.D. NO, 017-074-06 TELECOM & ELECTRIC EASEMENj,,�- -------- GRAVEL DRIVEWAY I WI ALT. SITEI 1O� FLUSHING M I 10' MIN.H 3 VALVES N D+ M 1 FCO1 �O 0 w I NEW I.D.S.F, m ST2 02 U I DBL1& DBL2 NEW 1300 GALLON TBM I W I HDPE SEPTIC TANK B W w NEW 550 GALLON MH I FAT ALBERT S.T.E.P. �S 10p LLJ rn � Tn w I V1 ~I I I I I p I $ I Sr1" L- - - - - - - - - - - - - - - - - - - - - - -- SCALE: 1" = 50' �gJNGF t w C") ?� ROBERT C. COWAN ��'i�,'•� CE -8801 l♦ti ,ry PERMIT N0. SWO 1 031 6 & SWO 1031 6 PAGE 3 OF 3 Munlbpalit of Anchora e DEPARTMENT OF HEATH AND HUNIRAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 2, VERGASON-JONES S/D FINAL GRADE 100.1' DOUBLE CLEANOUT INSULATION 96.0' NEW 1300 GAL. �- POLY. TANK 95.7' MT=102.1" � T MT=99.1' DIST. LINE=99.4 P.I.D. NO. 017-074-06 97.6' 97.8'N ELECTRICAL CONDUIT IJ 1Y4" DISCHARGE PIPE I At, 550 GALLON FAT ALBERT WITH PUMP ASSEMBLY FINAL GRADE i- INSULATION PEA ORAVEL A B FCO 18.0' 38.0' FCO2 19.0' 37.0' ST1 46.0' 30.0' ST2 47.5' 28.0' DBL1 50.0' 27.0' DBL2 50.5' 27.0' MH 76.0' 39.0' FV1 55.5' 43.0' FV8 71.5' 57.0' MT 73.0' 59.5' P.I.D. NO. 017-074-06 97.6' 97.8'N ELECTRICAL CONDUIT IJ 1Y4" DISCHARGE PIPE I At, 550 GALLON FAT ALBERT WITH PUMP ASSEMBLY FINAL GRADE i- INSULATION PEA ORAVEL 3' UNDER LATERALS FILTER ,-1/Z' AIR UNE - -,SAN➢ BOTTOM OF SAND=97.1' A GROUNDWATER AT 92.6 87.1' B.O.H. ORIGINAL GRADE N. T. S. hCk6 Y V •• •:�4 }0 4 ROBERT cCOWAN �4 '� . CE - i801 HEFTY DRILLING STATE OF A LASK A 3540 AKULA DRIVE - 11 1)1,'I�Al�'I'MVN-rOriNA,rt)IkALIUI ..f�:':�O2C�,,S ANCHORAGE, ALASKA 99516 1\11NIN('., LAND, WATER Ily][1111 . (A ()(III[C NUIvry (907) 345-0593 WATER WELL LOC' Drilling Started: 4L/)1k_L_, comple'("(11AD /—JE/ t. 61 City/136rough: Subdivision/USS: 131ock Lot Property Owner Nanic & Addrcss•. 'ACA �a P_ Mtridinn, Township Range Swim Y4 or V4 or Y4 Lai: N Long: W NAD: 2.7 OR R.1 F,1citation: UORtHOUE DATA: nk'k.) Depth Drilling riethod:A' Air rotary, 0 Cable tool, Othi I Material: Type, Color & wetness From Well use: 0 Public SUpplyXIDomestic, 0 Other - _33 Depth of hole: 0 fl, Casing stickup: Casil Thickness inches Casing diameter inches Casingdepth .AcaL :)'j Liner type: Diameter: inches Static water, Pumping level & Yield; feet after hour; 19C I gpm - Recoveiy rate: 5 gpni, Mediod oFtostin:1,'- �A 04'44� Development method: Duration: Well intake opening type: 'KOpen end, b Open h(*1'0 0 Screened; Start: fl, Stopped ft gSlotfffiesp size Semen type: 13 Perforated;Start: fl, Stopped ft Start: ft, Stopped Note: 3 t ' rout type: t. Volume Depth; from ft to ft intake depth: Pump size lip, Brand name: 0 upon Ivy Was well disinfected 10,0117 /IrY es, 1.1 NO IVIciliod of 4isinrcction. Driller comments/ disclaimers: kit 'Nell Driller NameYaQ. 04 Company Name- HEFTY DRILUN Mailing Address: 3540 AKULA DRIVE City: ANCHORAGE S ALASKA 96516 Phone Number 07 46-0593 1 DEC 2 3 2002 Drillers Signature: .1 IN SMW of Al"'ka wit ��4<, days. (AK Mames 38,05.020,38.0s.03s, Within the City of Anchorage, it is required that a c( py of the will log be .102046.15.020 and AK rcgulationi I I AAC 93.140). sent to (lie approprinte city orrice witiiin 60 days and ;Nal er.o:her 6py of DFPAlkrt*IFNTorNATURAL lkrSOL)IICI,'.S I[)%: well log he sent In the ciltProperty owner within 30 dn,y!% Mining, Land& Water hydrologic Survey Permit Number: 550 IN 7'(h Ave., Suitc 900A Date of Issuo: Awchcragc, AK"$01-3577 Parccl Identificat'1011 Number: Telephone (907) 269-8639 And FAX (907) $62-1384 Is well loc;wcd a( amirovod permit location? 0 Yes or To ' <3 W� . _ w RightFAX 12/12/2002 1;21 PAGE .1/1 RightFAX inspection Finai Electri®I Reinspection Y NO NONCOMPLIANCE OBSERVED ❑ CORRECTIONS ESSENTIALAS EXPLAINED BELOW J ' ❑ WILL RE-EXAMINE AT NEXT [] DO NOT CONCEAL UNTIL REINSPECTION INSPECTION COMMENTS: (far inspectcr'use only) 0 t Inspector z'd S96'0N 1df Ir Disb W869:i 2002 9ti'Z&I - Inspection Report Municipality of Anchorage, Building Safety Division ,� .. 4700 South Bragaw 'INSPECTION. VOICE 343-8300 INSPECTION: FAX (907)249-7777 INFO: 343-8211 ' Name bruce vergason Permit 00-0922 Address 13301 MESSINIA ST Phone 249-4202 •.� 301-5235 :.;r...=.=_ .•: t.. ._ . .I,•,. ... , .. .. .Legal LT, 2 Ingmction Date 12/1312002 Subdivision VERGASON-]ONES Comments or Directions request pm Inspection, one hour notice thank you . inspection Finai Electri®I Reinspection Y NO NONCOMPLIANCE OBSERVED ❑ CORRECTIONS ESSENTIALAS EXPLAINED BELOW J ' ❑ WILL RE-EXAMINE AT NEXT [] DO NOT CONCEAL UNTIL REINSPECTION INSPECTION COMMENTS: (far inspectcr'use only) 0 t Inspector z'd S96'0N 1df Ir Disb W869:i 2002 9ti'Z&I - MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WATER SUPPLY PERMIT Renewal Permit Number: SWO10316 Legal Description: VERGASON-JONES LT 2 Design Engineer: 0003 S & S Engineering Owner Name: Bruce Vergason Owner Address: 11801 Mary Ave. Anchorage , AK 99515 - Date Issued: Aug 13, 2001 Expiration Date: Aug 13, 2002 Parcel ID: 017-074-06 Site Address: 013301 MESSINIA ST Lot Size: 210530 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: Disposal Field E Septic Tank F] Holding Tank [-] Privy All construction must be in accordance with: 1. The attached approved design. Z Private Well D 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 DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 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: Date: V -1 S-- — d 1 Date: 16-1.3-01 Municipality of Anchorage O •ice Development Services Department o'�E Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. POB 196650 Anchors a AK 99519 6650 UA g , www.ci.anchorage.ak.us Al (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING t 06 Parcel I.D. j j — N '. J Permit Number SW010 1,6 Propertyowner(s) �wL� ��!l?L>`�i\� -t �t�O�t Dayphone �ZLN i4202, Mailing address (1) 1 li 60 ( tM A -j2 Ll tkVK— Mailing address (2) / Zip Code Cl Iq Ste( 57 - Legal -Legal description (Lot, Block & Sub'd.) 1-- %^ Legal description (Section, Township & Range) Lot Size "'AC)'50;(i Acres/Sq.Ft. Number of Bedrooms THIS APPLICATION IS FOR: 7G'i(/ V/0,�t% Sewer Only ❑ Well Only Sewer and Well ❑ Water Storage Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify th e a ove information is correct. I further certify that this application is being made for a Single F ily D elling and is in accordance with applicable Municipal Codes. (Signature of propeo wner or authorized agent) Permit Fees: Date of Payment: Receipt Number: (Rev. 12/00) Waiver Fees: Date of Payment: Receipt Number: 15 STY LEM; Sec 25 T12N R3W NW4 NW4 SE4 z vp4m e+; caro art: are: sun; CD R.D.P. I R.C.C. I 04-27-98 1 OF 1 Lo _� ♦-m# 2 a) STRUCTURES, EASEMENTS, OR ENCROACHMENTS "ins SHOWN ON THIS SITE PLAN ARE AS SHOWN ON n AN AS–BUILT SURVEY DRAWN BY. I I WILLIAM D. FLEMING ( IT IS THE RESPONSIBILTY OF THE CONTRACTOR 10 VERIFY EASEMENTS, REQUIRED SEPARATION 17m EMU 99m uw No cAatt rc AUSKA 99677 %rA>oj L DISTANCES. AND PROPERTY LINES PRIOR TO CONSTRUCTION. (407)894-4978 FAX/ (907)994 -ITIS UPPER _ — — DE ARMOUN ROAD 660.00' S89'57*49"E M �' T_ F - ------------- _vF------- —61Q.00' ----- UTI EASEMENT — CDMiUACTOR IS REQUIRED TO OBTAIN UTILITY LOCATES PRIOR TO ANY EXCAVATION WORK_ — — aI00 "I .. 21oo' LOT 1 I Lof 3 rr T 5' UTILITY EASEMENT i ' ( I t5 z ~— — 12,000E IC RESERVE AREA g I Ln 1 a� N �— LO(2 IWo Q91 630.00' z t on LD I LOf 10 _ o g C - TENTATIVE 9fE1,1, SITES WELL 40 40 I Y , V I O # Ilio - ,�• � `� LOT 2 � s v' COX DRIVE Nr AIL PORTIONS OF SYSTEM ~ -.---30' DEDICATED TO RIGHT OF WAY 1 LESS THAN 3.5' OF J REQUIRE INSULATION.`"' _ – Nj o 0 on a a a 0 z THC CWWR Yh7 MARO THE DUCT OIMINSONS MD DESIGN PARAmEim - TN¢ mm i / ommHAY _ ELT St1F - I L JO z 1 p(q PROP SEPTIC RESERVE AREA 6 I I SQ FT in14,000 Ln W o LOf 5 _� ♦-m# 2 a) aI00 "I .. 21oo' LOT 1 I Lof 3 rr T 5' UTILITY EASEMENT i ' ( I t5 z ~— — 12,000E IC RESERVE AREA g I Ln 1 a� N �— LO(2 IWo Q91 630.00' z t on LD I LOf 10 _ o g C - TENTATIVE 9fE1,1, SITES WELL 40 40 I Y , V I O # Ilio - ,�• � `� LOT 2 � s v' COX DRIVE Nr AIL PORTIONS OF SYSTEM ~ -.---30' DEDICATED TO RIGHT OF WAY 1 LESS THAN 3.5' OF J REQUIRE INSULATION.`"' _ – Nj o 0 on a a a 0 z THC CWWR Yh7 MARO THE DUCT OIMINSONS MD DESIGN PARAmEim - TN¢ mm i / ommHAY _ ELT St1F - I HEALTH AUTHORITY APPROVALS ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. CIVIL ENGINEERS (907) 694-2979 Date: FAX (907) 694-1211 � ��.�C30 Municipality of Anchorage SEWER&WATER DEPARTMENT OF HEALTH AND HUMAN SERVICES MAIN EXTENSIONS 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 4 SEWER & WATER INSPECTION REFERENCE: Loy a1 VtR(-4'$0A j/'0 ENGINEERING STUDIES AND REPORTS The septic in pe tions fora i�rreferenced property were performed on S�a�%a0 and 8f -'X3/00 . Prior to submitting the On-site Wastewater Disposal System and/or Well Inspection WELLINSPECTION Report we are waiting for the fis/3ui-r XiiAvt-Y to be &FLOW TEST completed. If we may be of further service please contact us. SITE PLANS Sincerely, ROAD DESIGN - s Robert C. Cowan, P.E. SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP Y SUITE 204 - EAGLE RIVER, ALASKA 99577 R MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 / "Pec' fi 84?- -3 /v -c(? F" 40a, ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW000281 Legal Description: VERGASON-JONES LT 2 Date Issued: Aug 04, 2000 Expiration Date: Aug 04, 2001 Parcel ID: 017-074-06 Design Engineer: 0003 S & S Engineering Site Address: Owner Name: Bruce Vergason Lot Size: 210530 SQ. FT. Owner Address: 11801 MaryAve. Total Bedrooms: 4 Permit Bedrooms: 4 Anchorage , AK 99515 - This permit is for the construction of: ❑✓ Disposal Field ✓❑ 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. Received By: I Issued By: By: Date: �r — 7-0,) Date: ig — L O 0 I nG ROBERT C. COWAN, P.E. CIVIL ENGINEERS (907) 694-2979 June 28, 2000 FAX(907)694-1211 HEALTHAUTHORITY MUNICIPALITY OF ANCHORAGE APPROVALS Department of Health and Human Services P.O. Box 196650 Anchorage, AIS. 99519 SEWER & WATER MAIN EXTENSIONS REFERENCE: Lot 2, `lergason - Jones S/D SEWER&WATER It is requested that you issue a permit to install a septic system (Intermittant Dosing INSPECTION Sand Filter) and well to serve the proposed 4 bedroom house on the referenced property. ENGINEERING STUDIES A test hole was excavated. The approximate location of the test .hole is located on the attached site plan. At the time of excavation on 12/12/95 water was not found. After subsequent ground water monitoring until 4/28/98 water was found at 6.5 feet. WELLINSPECTION p y yCTION &FLOW TEST We do not anticipate an adverse effects on neighboringwells, septics stems, reserve areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. SITE PLANS If you require additional information, please contact us. ROAD DESIGN Sincerely, " �� 2 SOIL TEST Robert C. Cowan, P.E. RCC/jhm PERCOLATION TEST Enclosure STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSALSVSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 4 LOT 2, VERGASO DpKgry DT: I CHECKED M. J.H.M. DESIGN CRITERIA: nq 4 BDRM = 800 GPD 380 SQ.FT. RE@'D. SAND FILTER CRITERIA: 2' DEEP AD 20' WIDE 18' LONG wl ;�I I -T I { P I I LOC3 I I W LOT 2---- E� I I LOf l ALL PdRTiONS OF�YSTEM j WITH LEISS THAN 3.W OF I C®VER I REQUIRE INSULATION. I — — r J_ N — JONES S/D BITE: R.C.C. I 7-11-00 PROPOSED 20' X 18' —INTERMITTANT DOSING SAND FILTER a ER 1 aTH#3 f--7 ALTTE 1�_, iTE PROppSFO ORryEWAY PROPOSED 550 GALLON FAT ALBERT' SEPTIC TANK— WITH PUMP BASIN PROPOSED 1300 GALLON PREMIER POLYETHYLENE — SEPTIC TANK SHEET: 1 OF 5 STRUCTURES, EASEMENTS, OR ENCROACHMENTS SHOWN ON THIS SITE PLAN ARE AS SHOWN ON AN AS -BUILT SURVEY DRAWN BY: WILLIAM D. FLEMING IT IS THE RESPONSIBILTY OF THE CONTRACTOR TO VERIFY EASEMENTS, REQUIRED SEPARATION DISTANCES, AND PROPERTY LINES PRIOR TO CONSTRUCTION. PROPOSED 4 BDRM HOUSE C1 IL ROBERT C. COWAN f `oma •� CE . 8801 s� , r ,F �ia, �i1..::\r .�^♦ CONTRACTOR IS REQUIRED TO OBTAIN UTILITY LOCATES PRIOR TO ANY EXCAVATION WORK. -------------------------- E&SEMENT -------- ------------------------- 50' T & E EASEMENT .,n ,si si W WELL / SEPTIC VITA 1 WAG EAGLE RIVER, ALASKA 99577 PHONE/ (907)694-2979 FAM¢ (907)694-1219 LOT 2, VERGAS M DESIGN nT 600 GPD 360 SOXSOXT. - SAND FILTER CRITERIA: 2' DEEP 20' WIDE 18' LONG — JONES S/D R.C.C. 7-11-00 ®F 5 STRUCTURES. EASEMENTS. OR ENCROACHMENTS SHOWN ON THIS SITE PLAN ARE AS SHOWN ON AN AS—BUILT SURVEY DRAWN BY: WILLIAM D. FLEMING IT IS THE RESPONSIBILTY OF THE CONTRACTOR TO VERIFY EASEMENTS, REQUIRED SEPARATION DISTANCES, AND PROPERTY LINES PRIOR TO CONSTRUCTION. r' v/ CONTRACTOR IS REQUIRED TO OBTAIN UTILITY LOCATES PRIOR TO ANY EXCAVATION PROPOSED 20' X 18' WORK.r (� �� y' W — INTE RMITTANT ,I DOSING SAND FILTER ------------------------------------ Vl 10 T (c E EASEMENT 10' T & E EASEMENT 0 In �. d ATH#3 Ilk�`. ALTERN TE i i IT R—� POP IVEWAY OS� PROPOSED AIRLINE PROPOSED 550 GALLON z 'FAT ALBERT' SEPTIC TANK— a WITH PUMP BASIN P4 PROPOSED 1300 GALLON va PREMIER POLYETHYLENE— SEPTIC TANK PROPOSED 4 DDRM HOUSE INSTALL FCO ALL PORTIONS OF SYSTEM WITH LESS THAN 3.5' OF COVER REQUIRE INSULATION. tY` ng LOAD EAGLE RIVER, ALASKA 99577 PHONE# (907)6942979 FAX# (907)6941211 SCALE: N.T.S. I INLET CO LEGA, LOT 2, VERGWSON-JONES S/D DRAWN DY: CHECKED BY: ME; J.N.M. R.C.C. � DA7-7-00 HEET: NOTE: BLOWER UNIT TO BE INSTALLED IN HEATED AREA/CRAWL SPACE OR GARAGE. BLOWER SWITCH TO BE INSTALLED ON OUTSIDE OF HOUSE. C_0 GRADE PREMIER POLYETHYLENE SEPTIC TANK (1300 GALLON) 2" INSULATION EXTENDING AT LEAST 2' MIN. BELOW GRADE H� INSULATION OUTLET O 0 �v 4 24" RISER EFFLUENT INLET I 61 5 OF 5 *:i n49t3� Y; 16 ROBERT C. COWAN FQ� rc ti CE - 8801`4', COVER (UNDERSIDE INSULATED) 1-1/4" CHECK VALVE _ J_®OK r GRADE ELECTRICAL CONDUIT 1-1/4" FLEX DISCHARGE ASSEMBLY 1-1BALL VALVE 2" INSULATION EXTENDING AT LEAST 2' MIN. BELOW GRADE 1-1/4" DISCHARGE PIPE 1/16" HOLE (ON, OFF, ALARM) FLOAT TREE PUMP BLASTER GOULDS TURBINE MODEL 20EB05 OR EQUAL 550 GALLON FAT ALBERT EFFLUENT FILTERS SAW WITH PUMP ASSEMBLY FILTE 1/4", FILTER 81 PUMP ASSEMBLY tring 17034 EAGLE RIVER LOOP ROAD EAGLE RIVEN. ALASKA 99577 PHONE) (907)894-2979 FAX# (907)694®1219 LEGAL: LOT 2, VERGWS®N-JONES DRAWN BY: CHECxEO 8N R.C.C. DATE: SHEET: . J.H.M. p .C.C. _..7-11-00._._ _ ._..� 3 OF 5 4" PERFORATED MONITOR PIPE — VALVE BOX (WRAP WITH FILTER FABRIC - - EXTEND TO BOTTOM OF PEA GRAVEL) MOUNDED SOIL COVER TO INCLUDE TOP SOIL & SEEDING 3/4" TO 2" JACKETED INSULATED ARCTIC AIR LINE /FABRIC R + SLOPE PO LLI MOUND SLOPE NOT -- ARCTIC HOLES I DRAIN -® ® TO EXCEED 3:1 �® r6" PEA GRAVEL r ORIFACE FACING 2' DALN, J f SHIELD UP COVER 2' INSULATION EFFLUENT FROM THE—' ..%....dY;3.>C' .«., .oaA.....Po..11..tti...d0....e�6 ..' 9300 GAL. S.T.E.P. SYSTEM (USE FLAT CONNECTOR) 24" .E 9/2" DIA. SCH 40 PVC LATERALS 3* UNDER GRAVEL -INSULATE TOP OF LINE) FILTER; - SAND LATERALS 1.25" DIAMETER SCH 40 BOOT - Jd I (THE BOOT FLANGE IS BONDED F)LTft' TO THE 30 MIL. LINER) '.;SAM t TRANSITION FROM ARCTIC -^ i Ld J RISER PIPE TO DIFUSER LINE E AB L, SAND FILTER PERIMETER ' �TTOMROFNSAND�E ® SUPPORT FRAME: 2" INSULATION +35 PSI ce 1/2PLYWOOD SHEETS BURIAL RATED 1L 10' % 20' INTERITTANT D®SING SAND FILTER 2�N FLUSHING VALVE 6'R PVC BACKFILL BETWEEN THE PLYWOOD ffi - THE EXCAVATED WALL 2' INSULATION +35 PSI BURIAL RATED GRADE NOT Ali ui J E+ �V) EAGLE RIVER. ALASKA 99677 PHONEJ (907)694-2979 FAX/ (907)694-1211 m _.._ `E LOT 2, VERG14S®N-JONES S _r _... DRAWN @0 NECKED DY:SHEET: DATE: - J.H.M. R.C.C. 7-11-00 4 OF 5 _ . .. ....... . .. ;r FLEX CONNECTOR 1-1/4`° DIA. FLEXIBLE PVC HOSE 1" OR 1-1/4w DIA. PVC BOOT (THE BOOT FLANGE IS BONDED TO 30 MIL. LINER) O N ME 15' 310„ EFFLUENT FROM c a - SEPTIC TANK 1-1/4' DIA. PVC I-1/4" DIA. MANIFOLD PVC SKIN. TRANSITION TO DIFFUSER LINE (USE FLEX CONNECTOR) PVC BOOT (SIZE TO FIT) a 3/4'-2- JACKETED INSUL. HOPE PIPE p 1 ROBERT C. COWAN CE - 8801 y 2' INSULATION �® AROUND PERIMETER OF FILTER ALL PORTIONS OF SYSTEM WITH LESS THAN 3.5` OF COVER REQUIRE INSULATION. TOP VIEW 18' X 20' INTERMITTANT DOSING SAND FILTER THE ENGINEER MAY VARY THE EXACT DIMENSIONS AND DESIGN PARAMETERS IN THE FIELD, IF NECESSARY, TO MEET SITE CONDITIONS. ORIFICE SHIELD CONTRACTOR IS REQUIRED TO OBTAIN UTILITY LOCATES PRIOR TO ANY EXCAVATION s x a a s DIA. SH 40 PVC LATERAL x WORK. 1/8" DIA. ORIFICE SPACED Zi°° O.C. a; ---- ---------------- MONITORING TUBE I I �a Igo I I ® \ I I I I i I la- I Igo 1 I ----------- I 1 I°-------------------� I l a �-1/2' AIRLINE a n a a — _ — FLUSHING VALVE AND ENCLOSURE 2' INSULATION �® AROUND PERIMETER OF FILTER ALL PORTIONS OF SYSTEM WITH LESS THAN 3.5` OF COVER REQUIRE INSULATION. TOP VIEW 18' X 20' INTERMITTANT DOSING SAND FILTER THE ENGINEER MAY VARY THE EXACT DIMENSIONS AND DESIGN PARAMETERS IN THE FIELD, IF NECESSARY, TO MEET SITE CONDITIONS. Municipality Ot Anchorage bEPARtMENT OF HEALTH & HUMAN SERVICES 825 ,L'" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: RAJ Ct- rf g /'tl 0-R SO /l% DATE PERFORN LEGAL DESCRIPTION: y N r)� j 5 ray Township, Range, Section: l .2 1V 2.7 f.,./ DEPTHSLOPE SITE PLAN tFEET) 'rf5T HaLe -H 3 S ft > 'DRaej&) C S. "N 2 J r/r a east. s/k, 3-r / r !°- 5 q00 6 - e�4 $'(L7- 8- - -- 4 r N jt3 -- g_ r r 1(j _ / WAS GROUNb WATER N ENCOUNTERED? IF YES, AT WHAT L . �. N. DEPTH? p 12 - tR E bA T E t..)a V44 Lf d f t Depth to Water Alter 7 � � 13- Monitoring? bAY Dale: I 14 S- 14 pa — 14 — Gross Net Depth to Net t U /S /G' 1� y Reading Date Time Time Water Drop 15- ti h. PA. E;eq 3/4 " 16- 6'i� �S'rt„v aV 6: 31 u 7 va ” t '/} " 17 - 4 . rf 9 „ q ° i ,fix r. 7, 04 1.IO�s" 18- 19- 20- PERCOLATION RATE (mihutes/Inch) PERC HOLE DIAMETER � T EST RUN BETWEEN ;I ,>Z FT AND COMMENTS PERFORMED ElY; I �4x��-o ,_ DERTIFY THAT TPJIS TEST WAR PERFORMED IN 17034 Eagle RiverLyoCo pp�' Ned N6 2 / � / a, /,I S- ACCORDANCE Wil 11 ALIaEqI*j�,AM&&i 'I995 GUIDELIN SIN EFFECT ON THIS DATE. DATE: r:` (11111 031`o 4-W0 ROBERT C. COWAN, P.E. CIVIL ENGINEERS (907) 6942979 FAX (907) 694-1211 HEALTHaurrloam INTERMITTANT DOSING SAND FILTER SPECIFICATIONS (Bottomless) APPROVALS Lot 2, Vergdson-Jones Subdivision July 3, 2000 SEWER&WATER MAIN EXTENSIONS GENERAL STATEMENT OF WORK The work and plans covered by these specifications consist of furnishing all labor, SEWER&WATER materials, tools, transportation, and equipment necessary to complete an Intermittent INSPECTION Dosing Sand Filter system as described herein and on the attached drawings. All work under this project shall comply with current Municipality of Anchorage (MOA) ENGINEERING STUDIES Regulations. AND REPORTS 4 Bedroom House 600 GPD Use 18' x 20' Bottomless Sand Filter and absorption area (360 S.F. required) WELLINSPECTION Sand filter to be constructed on accepting soil with all organics removed. & FLOW TEST SITE INVESTIGATION SITE PLANS The Contractor must carefully examine the project documents, have full knowledge thereof. have investigated the site, and be satisfied with the conditions affecting the work. Conditions include, but are not limited to those bearing upon transportation, disposal, ROAD DESIGN handling and storage of materials, availability of labor, water, electric power, roads, and uncertainties of weather, physical conditions at the site including all underground utilities, the conformation and condition of the ground, the character of equipment and facilities SOILTEST needed preliminary to and during prosecution of the work. The Contractor must be satisfied with the character, quality and quantity of surface and subsurface materials or obstacles to be encountered. Any failure by the Contractor to become acquainted with the available information will not relieve him/her from responsibility of performing the work as stated in PERCOLATION theses specifications anddrawings. TEST p STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSALSYSTEM DESIGN Location of utilities will be the contractor's responsibility. 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 Page 2 Lot 2, Vergoson Jones S/D July 3, 2000 SEPTIC TANK / LIFT STATION / AIR COMPRESSOR A. General The work under this section consists of the performance of all operations pertaining to furnishing and installing the septic tank/lift station, air compressor and piping to the sand filter. B. Materials 1. Tank a. Septic tank shall be a two compartment tank of at least the minimum size indicated on the drawings and MOA approved. b. First compartment shall have a separate 4" pump -out riser. The second compartment shall have a separate 4" pump -out riser. 2. Manhole Riser or Lift Station Tank a. An additional second compartment manhole riser shall be capable of being equipped with the following: 1. A junction (Nema 4x) box or equal, bonded or attached to the pump basin. 2. UL listed electrical cord grips, installed in the J -box. DIA b. An additional tank (M.O.A. approved) may be provided for the effluent pumping assembly and the items in (a.) above. 3. Effluent Pumping Assembly, Controls, Alarm & Piping a. Effluent pumping assembly shall be of approved materials, including the following: 1. A 110 volt or equal U.L. Listed effluent pump. 2. High-density PVC cylinder housing the pump, with level controls and screen, serving as a baffle to prevent the screen from clogging. 0 Page 3 Lot 2, VergAson-Jones S/D July 3, 2000 3. All piping shall be PVC or other non -corroding material. b. Pump controls and alarm system shall be an approved system with the following options consisting of: 1. Event counter 2. Elapsed time meter 3. Program timer 4. 10 watt heater 5. Remote alarm panel option with a minimum of 80 DB sound pressure at 24", operating temperature 30AC to 65AC, continuous sound to be located in the home. 6. Oil -tight visual alarm with push -to -silence feature. Automatic audio -alarm reset. 7. 15 amp motor rated toggle switch, double pole, double throw with three positions; manual (man), automatic (auto) and center (off) (H.O.A.). 8. Nema 4x -rated, fiberglass, or equal, enclosure with hinged cover. 9. All controls to be installed as per manufacturer's recommendations. 10. Control panel to be installed on outside wall of home within sight of septic tank/lift station. c. Piping from the septic tank to the sand filter is to be 1 1/4" PVC schedule 40 solvent weld piping properly bedded as described in Materials Specifications and sloped to drain back to the lift station. Insulation board 2" thick and T wide centered over pipe is to be placed where soil cover is less than 4' depth over pipe. d. The air line from the house to the filter is to be HDPE arctic insulated pipe 3/4"-2" SDR - 11. The compressor will have a gauge (0-10 psi) and be installed in a heated area, crawl space, or garage. 4. Air Compressor Page 4 Lot 2, Vergason.lones SID July 3, 2000 a. Air compressor shall be a THOMAS LINEAR SERIES model number 5060-A or 507OV-A or M.O.A. approved equal. CONSTRUCTION SEQUENCE In order to insure proper installation, the system is recommended to be installed in the following order: I. Sewer line from house to tank II. Septic tank/lift station III. Sand filter IV. Final grading CONSTRUCTION 1. Construction Instruments Contractor shall provide instruments such as transits, or levels, for establishing proper elevations and levelness of pipe or materials. 2. Pipe Laying All pipe shall be laid with material free of large or sharp rocks and organic matter. Each section of pipe shall be handled carefully and placed accurately. The spigot end shall be fully inserted pointing in the direction of flow and glued in place to make a water tight seal. Each section of pipe shall be properly supported to insure true alignment and an invert which is smooth and free from roughness or irregularity. At all times, when work is not in progress, open ends of pipe and fittings shall be closed so that no undesirable substance will enter the end of the pipe or fittings. Page 5 Lot 2, Vergoson-Jones S/D July 3, 2000 3. Bedding of Pipe for Sewer Lines The pipe should be bedded with materials free of large or sharp rocks and organic matter, compacted. Native materials may be used as back fill material above the pipe, provided it is free of large rocks and organic matter. All lift stations shall be installed in accordance with the manufacturer's recommendations and standards. Electrical installation is to be in accordance with the National Electric Code (latest adopted edition) by a licensed electrical contractor, with M.O.A. inspection where required. If MOA inspection is not required, a licensed electrician is to provide a letter to the Engineer stating that the system meets or exceeds all applicable codes. 4. Excavation Excavate to proper depth to allow gravity flow, install tank level, tolerance 0.05 foot, on undisturbed or compacted classified sand fill material. Create a level sand surface over the tank and add 2" burial foam +35 PSI directly over tank. Mound unclassified soil over tank with a minimum of 2 feet of cover and anti -flotation weights that may be required in areas of shallow ground water. 5. Connections All connections to be as per MOA requirements, PVC 3034 piping with Caulder or equivalent couplings for inlet riser pipes. All tank connections are to be completely water tight. SAND FILTER The work under this section consists of the performance of all operations pertaining to furnishing and installing the sand filter. A. Materials 1. Sand Filter a. The Contractor shall provide a washed sand to meet ASTM C-33 Concrete Sand Specifications with the additional requirement that all but 1% of the materials passing the #100 sieve be removed. All .sand shall be approved for use by the Municipality of Anchorage (M.O.A.). If the sample does not meet specifications, all sand will be removed and replaced. Page 6 Lot 2, Vergoson-Jones S/D July 3, 2000 b. The Contractor shall be responsible for providing pea gravel that shall be a washed material containing no fines (0% passing the #100 sieve) and a maximum size of 1/4" diameter. c. The Contractor shall provide the manifold assembly. The manifold assembly shall be of approved materials with orifice shields and flushing assembly. All drilled holes to be cleaned of burrs and pipes flushed, prior to assembly. Flushing valve to include riser to finish grade. Lateral distribution piping is to be laid level (@ ± 0.05'). d. Side walls and top of the filter box to be insulated with 2" direct burial polystyrene insulation. e. The Contractor shall be responsible for providing filter fabric. f. Air coil in sand filter to be geoflow WF16-4-24 150 LF placed 6" above bottom of sand. Construction of Sand Filter The sand filter construction is to follow procedures as outlined below, as applicable to this design. Pea gravel and filter sand are to be hand leveled to proper depth (tolerance within 0.05 feet) in filter, taking care not to allow mud or fine soil material into the filter or gravel layer. This would include any soil material picked up by excavation machinery buckets while loading specified material. The Contractor should estimate filter material volumes such that allowance is made for wastage of material in contact with the ground at site. The area over the sand filter to be finish graded with a minimum of 2 feet of cover and to prevent ponding of surface water run off. Side slopes shall not exceed 3:1. The Engineer will reject any sand or pea gravel that does not meet specifications or is contaminated in transit or while handling. If such material is placed in the filter, all soil material may be required to be removed and replaced with new material. CONTRACTOR / INSTALLER r - PROPERTY OWNER AGREEMENT • FOR THE MAINTENANCE OF AN ON-SITE WASTEWATER DISPOSAL SYSTEM This agicement, dated 2000, is made between the Municipaliri,.of Anchorage Department of Health and Human Services (DHHS) and the property owner(s) of Lot 2, Vergason/Jones This agipement is made for the purpose of maintaining an on-site wastewater disposal system.an the subject property. The property owners agree to the following: Submit to the Municipality of Anchorage, on an annual basis, an inspection. and operati:k:'statemeut Roto a regiistCred pru essional engineer. Tilis inspection and operatiu.: statement shah verify that the engineer has inspected all effluent and air pumps, imers, and alarms, and that any deficiencies have been repaired and that the' system is functioning as designed. (Signature) (SignWre) Bruce :Vergason i)oSayL"q zo&Lf "k - (Printed Name) (Printed Name) (Notarize Here) ,+rnrrnrrmr 9' OFFICIAL SEAL STATE OF ALASKA NOTARY PUBLIC # ROSEMARY wAt uK MY Comm, expires: i-0114 Municipality of AnchorageO ' s �e Development Services Department �" ""' 4 Building Safety Division �_ On -Site Water and Wastewater Program 4 s A F E T V 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.2k.us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 017-074-06 HAA j -AC OCC Expiration Date: , r 1 Ivs 9. GENERAL INFORMATION 'J Complete legal description LOT 2: vergason-Jones Subdivision Location (site address or directions) 13301 Messinia St Current Property owner(s) Bruce veraason Day phone 345-3334 Mailing address 11501 Diary Ave. Anchora,5ze, AK 99515 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, HAA will be held by DSD for pickup. /�% _ GIV 1/-3/03 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storace Community Class Weil Public Water System TYPE OF WASTEWATER DISPOSAL: 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. Individual On-site Q ❑ individual Holding tank ❑ ❑ Community On-site ❑I ❑ 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 c X, S F.nainParinQ Phone 69ZL-?Q7Q Address 17034 N. Fap?le River Loon Ste 204 Fagle River, AK 99577 Engineer's Printed Name Robert C. Cowan Date %�-/ 3e%0 Z � E3 �'_''> ate, ••••�•�•r,, 5. DSD SIGNATURE sP1 '1 ROBERT C. CC71AN i Approved for bedrooms. #a,1 _ V a. Disapproved.LZ Conditional approval for —J— bedrooms, with the following stipulations: WATER AND Additional Comments WASTE RAM¢ L = J s ••>R Jai ��• > _C�� SE�� ' At the time of title tran3fer, the new property owner shall sign the attached mairiYe'r u ce agreement that shall be returned to this office before an unconditional approval is issued. Attachments: HAA Checklist Septic System Advisory Well Flow Advisory By: ,Rev. 01102) X Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: t/-7/03 , D., LIFT-,0TATION. E 0 Size in gallons Vanhole/AccessON). YC5 "Pump off' level at. It in. High wateralarm level at Cycles tested Meets alarm & circuit requirements? SEPARATION DISTANCES Curtain drain YJ -A, COMMENTS: G. ENGINEER'S CERTIFICATION I certify that / have determined through field inspectOns and review of Municipal records that the.. above systems are in conformance with MOA HAA guidelines in effect on this date. EngineersPr[n eted Name, �hicle,stc RTffTkkC0WAN 801 /!."; in. 12-30-02;15:18 ;CT and E S & 5Engineering ;5615301 # 2/ 2 CT&E Environmental .a hIs I T-1 ApU Y// jr0tok Laboratory Division 200 W. Potter Drive Drinking Water Analysis Report for Total Coliform Bacteria Anchorage, AK 99518-1606 READ BVSTRUCTIONS ON REVERSE SIDE BEFORE COLLECTING SAMPLE Tel: (907) 562-2343 Fax: (907) 561-5301 MUST BE COMPLETED BY WATER SUPPLIER TO BE COMPLETED BY LABORATORY In PUBLIC WATER SYSTEM I.D. it I I I I I I Analysis shovrs this Water SAMPLE to be: PRIVATE WATER SYSTEM ( Satisfactory ❑ Unsatisfactory Send Results �Y Send Ltvoice ❑ Sample over 30 hours old, results may Water System NamrrCompaUy Name ,�1e be unreliable . S & S ENGINEER INC, ❑ Sample too long in transit; sample should Phone Number 17034 Eagle klve:' ..oup head No, n6i Pox Number not be-cve$bEours old at examination F:4dle River, Alasl_a 99577 to indicate reliable results. Please send Mailing Addrea y new sample via special delivery mail. City smm t Zip Cade Date Received 121v�nZ- Time Received I3'16 ❑ Send Resoles ❑ Send lavoice 14 3� Analysis Began . Compny Nmne MaitingAddra City SAMPLE DATE: Month SAMPLE TYPE: )6. Routine ❑ Repeat Sample (for routine sample with lab ref. no. ) ❑ Special Purpose Cmmammc Analytical Method: X Membrane Filter ❑ MMO-MUG State lap Code a- 6 Day Year ❑ Treated Water )r Untreated Water SAMPLE LOCATION , 1-07- J- V perW vj e.te — 410"a5 sk Comments: Time Collected Collected By o �.'/d"'p,;, Mils' �awq.✓ Please Print * Numberofcolonies/100m1. Lab Ref. No. Result* 1tsz8c�36 Sent to A.D.E.C. Anch Fbks Date: Time: Analyst 9) Jun ❑ Faxed Client notified of unsatisfactory results: Phoned Spoke with Faxed Date: Time: BACTERIOLOGICAL WATER ANALYSIS RECORD MMO-MUG Result: Total Coliform +C- E Coli Membrane Filter; U Direct Count 0SJ�„/B r� Colonies/100 ml Verification: LTB ILIO BGB _,-` % COLIFIRM TNTC -Too Numerous rocanhr Fecal CollformConfirmation N� OB —Other Bacteria Final Membran Filter Results �- Coliform/100 mi ate Ti Reported By , D�� Time — hrs (0 -qu.. p ) R v - a Member of the SGS Group (SociAt6 Gen6rale de Surveillance ENVIRONMENTAL FACILITIES IN ALASKA, CALIFORNIA, FLORIDA. ILLINOIS, MARYLAND, MICHIGAN, MISSOURI, NEW JERSEY, OHIO, WEST VIRGINIA 12-30-02 16:45 FROM-CT&E ENVIRONMENTAL SRV CUE Environmental Services Inc. r�rrr�esrrrrr.+r.®nvrrrrr� CT&E Ref .# 1028636001 Client Name S & S Engineering Project Name/# Verguson Jones S/D 1-2 Client Sample 1D Verguson Janes SID L2 Matrix Drinking Water PWSID 0 Sample Remarks: EP 300.0 - Results for Nitrate and Nitrite confirmed outside of hold time. 9075615301 T-290 P.02/02 F-115 All Dates/Times are Alaska Standard Time Printed Date/Time 12/30/2002 16;20 Collected DatelTime 12/26/2002 16:15 Received Date/Time 12/27/2002 13:45 Technical Director Stephen C. Ede Released By Parameter Results FQL Units Method WaVore Department Nitrale-N 1.77 0.200 mg/L EPA 300.0 Allowable Prep Analysis Limits Data Duro Init (<=10) 12/28/02 1S 10"W MESSINA STREET (A 0 0 N 00009'40"W 225.54' 0 10 FT, T 8 E EASEMENT (TYPICAL)� 00 A 188.31 0(A 0 w000m CU50M itm, ,= > 0 ;Q rn rn r—n CT -4 Z 5vm 2' U5 M cp z W :o o n.m�C mei �xm o, a 0 y 7 O 2/22/02 AS BUILT 8/10/00 PLOT PLAN DATE 56-20 48-56 FLD. BK. Id�.l. IV "b0' .o'.*#e**� ar i •fRp*of, sionotva�0 m at�ti�!►�'� NOTES: Easements not appearing on record subdivision plat are not shown unless description of easement is provided by client. It is the responsibility of the owner or builder, prior to construction, to verify proposed building grade relative to finish grade and utilities connections, and to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. Elevations based on assumed datum unless otherwise indicated, and bearings and distances are record data. SSS Engineering sss 17054 GOLF RIVER LOOP ROAD Erpineerin9 EWU RNER. AUSKA $0577 (907)994-2979 LEGAL DESCRIPTION LOT 2, VERGASON—JONES SUBDIVISION I PLAT NO. SCALE GRID 98-178 I"=40' 2941