Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutTRAILS END BLK 3 LT 1Trails End Block 3 Lot 1 #015-191-40 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.cl.anchorage.sk.us (907) 343-7904 Page 1 of 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW020218 PID Number, 015-191-40 Name JAMES MERRINER Wastewater System: ■ New ❑ Upgrade Address: P.O. Box 7 ► EGEGIK, AK 99579 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 644-2254 4 ODeep Trench ■Shallow Trench OBad OMound OOther LEGAL DESCRIPTION !e" °alk'¢ ►3.0 T-W Do" from eVnd,rade, CPD/aa R ►►3.0 MAX n Block: tot• Subdivision: 3 1 TRAILS END Death to P'Pe beaa„r ham 010 ewe: Grorsl dWh eei"U pipe: 1.63-2.41 rL 0.59 n Township: — Range: Section: — ry added eko.e "n eraac cera M„pu: — SEE DWG. n 40 n WELL: ■ New ❑ Upgrade GMM 06,14Nu 5 ler d r.e, DWome eete CMwfm Pn.ote. AA,c : Told OWN Gree To: Told ek.aptbn arse, rL 1 — n PIPs nalMal: PRIVATE 267 n 78 n 200 so. rt D-3034/F-810/SCH 40 PVC Der' HEFTY DRILLING Data DeAW: 6/10/2002 stow TZ lent: 30 kwt~ ALASKA GENERAL Dots kwl ! 10/22-30/2002 rL rlelm Pwro so M: cc" Natant MNee cro nip 2 opN I UNKNOWN R I 2 n TANK SEPARATION DISTANCES aseptic oHolding ■S.T.E.P. ■Other► To From Septic Tank Abso tion Find Lin station Holding Tank /Prtwte s...r lA.. tbwl«ue.e: ORENCO SYSTEMS eaPadO' in eine: 1500 Well 100'+ 100'+ 100'+ — 25'+ M.L"�ok FIBERGLASS 2 Surface Water 100'+ 1000+ 100'+ — — LIFT STATION Lot Une 5'+ 10'+ 5e,+ — — sue k, gwww Mo da.ueo: 1500 ORENCO SYSTEMS Foundation 5'+ 10'+ 5'+ — _ urea en level el aL HO weer O10m at TIMER TIMER 45" Curtain Drain NONE KNOW Pw"P b0" • Yodel' EW&,% I kwpe`tww pwbmed y, I ORENCO M.O.A. Remarks: *THIS IS AN ADVANTEX TREATMENT SYSTEM BENCH MARK teeetbrr arW Deeulpum **TO TOP OF M.O.A. APPROVED SAND CONCRETE SLAB ® POINT "A" Aewened UamUc c 01.10 n ENGINEEIr!! L o �•...... gSpO Inspections performed by: AKWWC, INC. Dates: 1st 10/22/2002 .t 2nd 10/26/2002 ......... .............. 3rd 10/29/2002 0 4th 10/30/2002 y G ness: ' Q QQOe Development Services Department Approval _ E3.... 4o vierowfed and approved by: Date -/2-03 J'•. �0 �O tR�e relll0n p� �DOOoo��a PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: - SWO1O232 015-191-40 CULVERT \ SHEBANOF AVENUE CURTAIN DRAIN OUTFALL � _ — — — 10' UTILITY EASMENT I �7U5 ADD NEtt NEW GRAINFIELD CTrIl \ T NEW 4 BEDROOM I I �TM�1 HOUSE II 1 T2 i M FCO I I T1 IL I CO3 �H12 I DBL2 DBL1 NEW 1500 F113ERCLASS ADVANTE7( TREATMENT SYSTEM SITE I, I All r� 6/24/2003 0(� OF 52.7 29.8 ST2 55.4 38.3 MH 57.2 39.8 DBL1 57.9 43.1 DBL2 57.6 43.7 CO1 48.6 65.1 MT1 49.5 65.5 MT2 56.5 55.4 CO3 71.1 54.7 FCO 47.1 12.2 CTI r� 6/24/2003 0(� OF 52.7 29.8 ST2 55.4 38.3 MH 57.2 39.8 DBL1 57.9 43.1 DBL2 57.6 43.7 CO1 48.6 65.1 MT1 49.5 65.5 MT2 56.5 55.4 CO3 71.1 54.7 r� 6/24/2003 0(� OF DRAWN BY: ' ALASKA WATER & WASTEWATER J.L.M. Op��• SSE: 1. = 30. CONSULTANTS, INC. ' 0 ...... ........:.°. 000 DF9AR4 ROAD. SUITE to • AHCeORAOF. AK Yo504 • MOeF (00)73]1.6A0 • FAx (901)5]IIJT4A PREPARED FOR: PHONE NUMBER: PACE NUMBER: JAMES MERRINER (907) 644-2254 2 OF 3 Q 1 y A. ss:' Qa 13 C 7953 •' :c O�0 LEGAL DESCRIPTION: TRAILS END SUBDIVISION; LOT 1, BLOCK 3; ewe '•., ;OG s''D, TMP AS—BUILT OF NEW WELL LOCATION AND SEPTIC SYSTEM E OF WORK:�Ooo SW020218° AS -BUILT DRAWING °015-' 9;°40 TOP LI 99.8. (AVG.) (AVC.) FINAL GRADE 98.22 (AVOJ� TOP OF TANK 25.16- PE INVERT OF Pl_/� FILTER FABRIC F INSULATION W H TOP OF SAND 93.08 (AVG.; — RELATIVE ELEVATION OF GROUNDWATER . 86.08 RELATIVE ELEVATION OF BOTTOM OF TESTHOLE • 84.08 ALASKA MIATER & WASTEWATER CONSULTANTS, INC. 6001 DFRARR ROAD, SUITE 24 . ANO.NORAr,F, AK 00806 . FNONF (00713316170 • FAX f00)131e-]]� PREPARED FOR: PHONE NUMBER: JAMES MERRINER (907) 644-2254 LEGAL DESCRIPTION: TRAILS END SUBDIVISION; LOT 1, BLOCK 3, TYPE OF WORK: PROFILE AS—BUILT DRAWING OF NEW SEPTIC SYSTEM P OF TANK 95.16 GRADE . 96.38 - 96.91 'ORIGINAL GRADE . 95.70-96.08 INVERT OF PIPE . 93.67 (AVG.) TOM OF DRAINFIELD . 92.08 (AVG.) 6/25/2003n\4 AWN BY: . O.. .. 7, �% J.L.M. ALE: N.T.S. .... .........O GE NUMBER: •„ O 3 OF 3 QQp'•.J e A Gor ess.: Q� 3 6O� Sent BY: F ROBERT BELL AND ASSOCIATES; 007 272 7531; Jun -16-03 13:09; - Page 111 KAIX4 ___.---Sk1EBANOFI►VE.__—. -- ______- sB9s9�iev.o6'IUT--- • Se9S9'•0-E 109.06'(R�7' CVP � H I � Z `C?TIC CT.CANWT (IYP) .i P LOT 1 , '6 133 .. is e 2-SIUNY .•I. u .. _• .. _ HOUSIC IQl • mr — SEPTIC IANR W ---W89 59 36 W 189.16'(M) 1 -` ' 7 S09.59'30% 189.16'(R) i Kill IR I I �,g wa CRAVLL I QRIYFW/TY � w 10 I m 3f V I V 1 CD m. (] 7 I y ---W89 59 36 W 189.16'(M) 1 -` ' 7 S09.59'30% 189.16'(R) i Kill � z m 3II� 2 Y I I m (� Li I V I V 1 CD m. (] 7 I y � z z � r fl ` I =; I $8956'23•w 169.39'(M) S6YS9'30-w 1e9.75(R) � 3 I $ I I I LEGEND 1 HEREBY CERTIFY THAT AN _ ACCURATE SURVEY OF THE r0',LOWINO DESCRIBED PROPERTY: 0 FOUND 1/2" REBAR LOT I. BLOCK 3 r FOUND 5/8" REBAR TRAILS END SUBDIVISION O SET O.P.G. (ORANGE PLASTIC CAP) LIAR 1• �1. 2003AND MAUI UN—.—:— WAS tHAf THE IMPROVEMENTS SITUATED HEREON S AND DD a WATER WCLL NOT OVERLAP OR ENCROACH ON THE SEPTIC CLEANOUT PROPERTY LYING ADJACENT TO THE IN QUESTION AND THAT THERE 14, UTILITY POLE PRrM15rS ARE NO ROADWAYS. TRANSMISSION LINES OTHER VISIBLE EASEMENTS ON SAID (y) MEASURED OR PROPERTY EXCEPT AS INDICATED HEREON. (R) RECORD PLAT P-604 F.R. BELL A ASEM .w... . . pwF.M .Ml AS -BUILT LOT 1 BLOCK -3 .AL1 LIERRINER 2641 03-27-03 Sent By: McGee Industries Inc.; 907 345 1553; Jun -24-03 2:28PM; Page 2/2 Jun 24 03 01a07p p.l HEFTY DRILLING STATE OF ALASKA 3540 AKULA bRNE DEPARTMENT OF NATURAL RESOURCES ANCHORAGE, ALASKA 99516 MINING, LAND, WATER IIYDROLOGIC SURVEY J907) 345-0593 WATER WELL LOG Drilling Started:.L � 0 /Completed: /a,/ /40 / �1. Chy/Boroo h: SubdivislowUSS: Block I Loc PmpayOwnerNxwAAddress: "A16), arse 3 Merid61 Townrhlp_,•__,_Raw<e„___.._Section.._.._.. _�%of___Yiof.__%ofI/4 Ix: N_—.............._.__1.on ' W..�_.....�._.....---_........NAD:22 OR 12 ------ BOREHOLE DATA. (from ground surface) Depth Drilling method:AAirrotary,O Gble tool, Other_ Material. Type, Color& wetness I EM I To Well use: 0 Public supply, omestic, 0 Other _ Depth of hole:.* % R, Cuing stickup: Z ft 3 Casingbpe: :;fez/ Thickness, OLS_,_ ..Inches Cuing diameter, 6' inches Casingdepth 7x, , ft ICUA(xi 3 �r 3 p Liner”: Diameter.:_ Inches Depdc...._.ft Stack water (from top of casing): 30. ft on ('1 /(_,! 0 Z.- 940 40 �p1G �� Pumping level do yield: feet atter hours at • _ _— gpm Recovery rate: :2 gpm, Method ottwt,teg:_ ,q/r2_4ja:t 1 141 3 Development method. „ Duration:. Well Intake opening type: G7Jpert. end)(Opan hole 0 Sareerod;Start ; ft, topped .. ._........_rt Screen type: Slot/mesh sin k s� /1267, O Perrorared;Start . R, Stopped Start fl, Stopped s ARd4vieeS _.__......ft Note:. ... _....._....:. _........ _.__..�. — Grout type: j?el»d ys/ fe Volume / O r Depth: from ft, to ft Pump intake depth: ft O yO Pump sin hp. Brand name: Was well disinfected upon eomplciion? Ayes, 0 No Method of disinfection: Driller commentsJdlselaimen:.__,,_........... I Well Driller Name: I :s Comparry Name: RI Mailing Address: 3540 AkULA DRM y City: ANCHORAGE State: •ALASKA Zlp: 99516 Phone Number: 0 ' Drillers Sionaturr wile taw n9uire, ow a copy ormis *oil k4 be scat lu the Suv or Alaska vhhin 45 dry+. Fate nr acrnuhb. (AK Asha 3L07.0M 31.OS.03S. 61.05.030.44.13.030 eM AK,rgeu6lens I I AAC 9].140} DfYARTMEN? OF NATURAL RESOURCES • Mialag. Land t Water Hydrelegle Sorvey SS0 W 1M Ave., Sette 900A Anchorage. AK 995011-3577 Tesepaeae (907) Z69 -W9 and FAX (907) 562-13114 Within the City of Anchorage. It 4 required that a copy of the sent to the appropriate city office within 60 drys and that anon the well log be sent to the well/ptoperty owner within 30 days. PormitNumber. Date of Issue Parcel Identification Number. Is well located at approved permit location? 0 Yes or 0 No MUNICIPALITY OF ANCHORAGE Development Services Department _0 2 `` 2 O d On -Site Water 8 Wastewater Program 4700 South Bragaw Street _ . p 2 P.O. Box 196650, Anchorage, AK 99519-6650 C (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Renewal Permit Number: SW020218 Date Issued: Jul 10, 2002 Expiration Date: Jul 10, 2003 Parcel ID: 015-191-40 Legal Description: TRAILS END BLK 3 LT 1 Design Engineer: 0041 AK Water & Wastewater Consultan• Site Address: Owner Name: Jim Merriner Lot Size: 22678 SO. FT. Owner Address: PO Box 7 Total Bedrooms: 4 Permit Bedrooms: 4 Egegik . A 99579 - This permit is for the construction of: [Vj Disposal Field ❑✓ Septic Tank E] Holding Tank O 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 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: �%l_ rLS�iii-7 1002 — /a r1% Date: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. nI 5—Ig /_`1 tp Permit Number 5-WO20218 Property owner(s) JIM MERRINER Day phone 644-2254 Mailing address (1) P.O. BOX 7 EGEGIK. AK 99579 Mailing address (2) Zip Code Legal description (Lot, Block & Sub'd.) TRAILS END SUBDIVISION: LOT 1. BLOCK 3 Legal description (Section, Township & Range) N/A Lot Size 02 67 cres/ q.Ft. Acres/G). Number of Bedrooms 4 THIS APPLICATION IS FOR: 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 that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. ALASKA WATER & WASTEWATER CONSULTANTS, INC. -(&gneture ef prepeFly ewneF of eu hw{ie�)- Permit Fees: /720. �a &A_� Waiver Fees, Date of Payment: 1L=0 16 2 Date of Payment: Receipt Number: 9c2 1VReceipt Number:. 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 ONSITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SWO10232 Date Issued: Jul 10, 2001 Expiration Date: Jul 10, 2002 Parcel ID: 015-191-40 Legal Description: Traits End Block 3 Lot 1 Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: NHN Shebanof Ave Owner Name: Jim Merriner Lot Size: 22678 SQ. FT. Owner Address: PO Box 7 Total Bedrooms: 4 Permit Bedrooms: 4 Egegik . A 99579 - This permit is for the construction of. 0 Disposal Field 0 Septic Tank E] Holding Tank E] Privy Private Well E] 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 (1SAAC80 ). 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. 16/02 Site cAielvEEI? 'S 09'IEW'619 6P F9 VM /9 I. D.S. F. Td AA1 A0v19N17FX srsTEM. �� Received By: Issued By: Date: 7 IN 101 Date: % — /e —D/ Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.enchorage.ek.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. LC) PermitNumber5WO/U232 Propertyowner(s) JIM MERRINER Day phone 644-2254 Mailing address (1) P.O. BOX 7 EGEGIK AK 99579 Mailing address (2) Zip Code Legal description (Lot, Block & Sub'fl TRAILS END SUBDIVISION: LOT r RI OCK 3 Legal description (Section, Township & Range) N/A Lot Size 2.267 R Acres/ .Ft Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well N Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is In accordance with applicable Municipal codes. ALASKA WATER & WASTEWATER CONSULTANTS, INC. -(Signetur"f 3fopedy-owner-0reuthorizedegent} Permit Fees: cdgyo • ao Date of Payment: Receipt Number. 5Ar71 Waiver Fees* Date of Payment: Receipt Number. ALASKA WATER & WASTEWATER CONSULTANTS, INC. June 4, 2002 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 ovt0 e�D 4,1t- � Ref: REVISED DESIGN: SWO10232 Well and Septic System for Lot 1, Block 3; Trails End Subdivision ADVANTEXT" TREATMENT SYSTEM To whom it may concern: 1. GENERAL: A well and septic permit was issued on July 10, 2001, for the referenced property (Permit #SW010232). We are proposing to change the septic system from a Bottomless Intermittent Sand Filter (ISF) to an Advantex Treatment System. Following are the design revisions. 2. DRAINFIELD APPLICATION RATE: The intent is to install an Advantex Treatment System that will allow the use of a small drainfield in the area around the 30 foot radii of the test holes. A percolation test was performed in each test hole and found the rate to be 8.6, & 10 minute/inch in the proposed accepting stratum. Given the fact that the Advantex System has a Class III rating, the allowable application rate is 5 gallons/day/ft. We are going to conservatively assume an application rate of 3.0 GPD/FT2. 3. TRENCH DESIGN: a. Percolation Rate: 8.6, 40 & 10 minutes/inch b. Design Application Rate: 3.0 gallons/day/112 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 200 ft2 f. Total Depth: 4.0 feet (max.) g. Sand filter 1.0 feet h. Effective Depth: 0.5 feet i. Width: 5 feet j. Minimum Length: 40 feet long k. Effective absorption area: 200 ft2 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 4.ORENCO PACKAGE SYSTEM: The STEP tank with the Advantex Treatment System will be manufactured by Anchorage Tank & Welding to meet the latest design criteria established by Orenco Systems, Inc. The point of contact at Anchorage Tank is Lowell McNutt. As with their standard STEP tank, it is equipped with a high water alarm per M.O.A requirements. 5. SURFACE WATER: There is a continuous surface water present in the road ditch that parallels the north side of Shebanof Ave. The origin of this water is from a curtain drain that discharges from Kasilof Hills Subdivision; Lot IA, Block 3. There is no surface water within 100 feet of the proposed septic system. 6. TOPOGRAPHY: As can be seen on the attached topography site plan, the lot slope gently, from east to west at approximately a 5%-10% slope. There is a cutback at the western property line that drops off sharply down to Cobra Avenue. The slope from the bottom of the trench to the bottom of the cutbank will be less than 25%. In short, there are no slope concerns 7. CLOSING: I am open to any suggestions from your department that would be an improvement to the proposed system. I am unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems. If you have any questions, please call us at 337-6179. .E., M.S. NOTE: Attached is a site plan drawing, a design drawing, an Advantex detail, two soil logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 .� Municipality of Anchorage ARL Department of Health and Human Services 825 V Street Rick Mysrrom• P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor hltp://www.ci.anchorage.ak.us ENGINEER BULLETIN 2000-1 July 7, 2000 TO: Engineers involved with the Design, Inspection and construction of On -Site Water and Wastewater Disposal Systems. SUBJECT: I. Application rates for Advanced Wastewater System Technologies. II. Requirements for the Design and Installation of HDPE Septic Tanks. I. Effective immediately, application rates for all approved advanced wastewater system technologies will be calculated according to the following table: All Categories must use a sand filter layer in gravel soils which have a percolation rate of less than 1 minute per inch. Soil Percolation Rate Category II System Category III System 1-5 4 galJday/R 6 galJday/ft 6-15 3 gal./day/ft' 5 galJday/ft 16-30 2 galJday/R 4 galJday/ft 31-60 1 galJday/ft 2 galJday/R 60-120 0.5 galJday/R 0.5 galJday/ft Note: The above application rates are valid for systems using a discharge pump.only. Systems using gravity feed only shall be allowed 50% of the above application rates. For clarification, Category H Systems currently approved include the BioCycle System and the Reactex (Upflow) Filter System. Category III systems currently approved include the Intermittent Dosing Sand Filter. II. Effective immediately all permit design submittals for wastewater disposal systems must state the type of septic tank proposed for use (steel, concrete or HDPE). All permit design submittals using HDPE septic tanks shall include seasonal high water table information for the proposed location of the septic tank. Note also that the maximum burial depth for HDPE septic tanks is 4 feet from top of tank to finish grade. If the tank type is changed to HDPE after the permit is issued, the DHHS must be notified, and the necessary ground water and burial depth information must be submitted prior to installation. Manager, On -Site Services 1 I I I i LOT 31, BLOCK 1, 1 BOULDER SPRINGS S/DI I I I 11 -- - II PROPOSED 4 BEDROOM w 11 it (APPROXIMATE LOCATI c II II �� I ALTERNATE �VACrWTT .b ' r I I I I I I LOT SA BLOCK 3. KASILOFF HILLS I I I I KKASIL7O�FF BLOCK HHILLS35/D BLOCK 3 KKASILOFF HILLS S%D LOT to BLOCK 3, \ KASILOFF HILLS S/D\\ LL I ALASKA WATER &: WAS TEWATER=GAS C.J.G. CONSULTANTS, INC. 11" = 100 6901 DFNA99 GOAD. SURF M • ANCNONAOF. AX 996D6 • P ANF (001)]3)-1)9 • FAX • 9-3]66 PREPARED FOR PHONE NUMBER: PACE NUMBER: JAMES MERRINER 644-2254 1 OF 3 LEGAL DESCRIPMN: TRAILS END SUBDIVISION; LOT 1, BLOCK 3, TYPE OF WORK: SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM LOCATION MQ Mw HOUSE Je ey mess.: ;� C 7953 .`1 -- - —_�—�— -- �- � PROPOSED 4 BEDROOM �- (APPROXIMATE LOCATI 141 \ j Tfi�i I j LATS BLOCK 3, I � TRAILS END S/D , LLI �, TN Zi I u Ld PROPOSED SEPTIC SYSTEM I II (SEE DESIGN PAGE 2 OF 4). I II QI LOT 2, BLACK 3, I 7RILS END S/D 1 II LAT 9. BLACK 3, II TRMLS END S/D II �IrI Mi ACANT ACANi II of -----------J - - - - - - - - U----------- I I ------------ II I II LOT 3. TRAILS ENBLOCK S/D� I II LOT 8, BLACK 3, TRAILS END S/D I 11 wACANT Ir I \ I I I ALASKA WATER &: WAS TEWATER=GAS C.J.G. CONSULTANTS, INC. 11" = 100 6901 DFNA99 GOAD. SURF M • ANCNONAOF. AX 996D6 • P ANF (001)]3)-1)9 • FAX • 9-3]66 PREPARED FOR PHONE NUMBER: PACE NUMBER: JAMES MERRINER 644-2254 1 OF 3 LEGAL DESCRIPMN: TRAILS END SUBDIVISION; LOT 1, BLOCK 3, TYPE OF WORK: SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM LOCATION MQ Mw HOUSE Je ey mess.: ;� C 7953 .`1 CURT/ N DRAIN OUTFALL / CULVERT\\�...__�/ SHEBANOF AVENUE NOTE: THE CONTRACTOR SHALL HAVE THE 100 FOOT SETBACK FROM SURFACE WATER AND THE SOUTH LOT UNE FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. s I 10' UTILITY EASMENT ------------------ US P� t° WEIl R'M I I I I � I I K ROAD ALTERNATE SffE I ( I R PROPOSED 4 BEDROOMHOUSE I I I I I I \ (APPROXIMATE LOCATION) ITMfII I \ I I II II \ I I I I MTIR I s ' I i LJ THf2 INSTALL FOUNDATION CLEANOUT i PROPOSED 4 BEDROOM FIBERGLASS I I I ADVANTEX TREATMENT SYSTEM (SEE DETAIL, PAGE 3 OF 4). I I I PROPOSED DRAINFlELD. EXCAVATE A TRENCH THAT I IS 4 FEET DEEP MAXIMUM BY S FEET WIDE BY 40 I I I FEET LONG. ADD 1 FOOT OF SAND FILTER AND 0.5 FEET OF CLEAN. WASHED SEWER DRNNROCK. INSTALL TRENCH PARALLEL TO SLOPE CONTOURS. I I I �nA Q OF WORK: DESIGN DRAWING OF PROPOSED WELL AND SEPTIC SYSTEM DRAWN BY: ALASIU NVATER & WASTEWATERS C.J.G. SE CONSULTANTS, INC. 6001 DFRARR ROAD. SUITF ?0 • ANCHORAGF. AK 00504 • P F (001)3314,70 • FAX (OOA33R S?46 — 1 — 30• REPARED FOR: PHONE NUMBER: PAGE NUMBER: JAMES MERRINER (907) 644-2254 2 OF 3 p ' Je a A. arness: •`FO -GAL-7953 TRAILS END SUBDIVISION: LOT 1, BLOCK 3. QO��s^' —79$3 .•. •. cvq� OF WORK: DESIGN DRAWING OF PROPOSED WELL AND SEPTIC SYSTEM FINAL 6. 61 FVO PuMP-our (TYP.3) B- PVC COUPLING CUIED TO TANK (TYP.2) INLET pt �I AdvanTex" Treatment System ' P „ TM OSS. see7)X20 ULATION O BE � OVE�DEBSEPTIC TANK & 4- - Mode l a '° ° AnvANTEX `"N""L O °�" ""� 70 o BEYOND ON ALL SIDES EXCEPT UNDER THE ADVANTEX FILTER. THIS WILL ALLOW 4 BEDROOM FOR TO RABBOOVTANK 40x94Pod = ADVANTEX ISEATO ER E IT. TANK FINAL 6. 61 FVO PuMP-our (TYP.3) B- PVC COUPLING CUIED TO TANK (TYP.2) INLET pt �I SURE SECTION OF S- PIPE --- O °�" ""� 70 o 4 BEDROOM $HEFT ��N- ADVANTEX TO BRIDGE OGv"A°TIoH TANK ALASKA «'ATER & WASTENVATER s CONSULTANTS, INC. N.T.S. 6001 DFRARR ROAD. SUITF r) - ANCHORAGE, AK 0910E - PNONF (907)317-009 - FAX (907)116-SR6 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JAMES MERRINER 644-2254 3 OF 3 TRAILS END SUBDIVISION; LOT 1, BLOCK 3, E OF WORK: DETAIL DRAWING OF FIBERGLASS S.T.E.P. TANK AND ADVANTEX SYSTEM =01 BIOTUBE SCREENED VAULT EFFLUENT PUMP A Gorn ss: 7 �Fa 30.0' SHEBANOF AVE. -�-- PROPOSED GRAVEL DRIVE 30' 92.0 101.41 I ELE (�) Sao -9190E 180.08 (R) 10' UPL W Q m O 1 30.0' 30.0' 1 55.2• -- � Bio 2ZO70 SF. I r 0.52 ACRES �It 10m ly 1 PROPOSED I !� 1 TWO-STORY It //ROOFVERIAANC 80.2' ` HOUSE (SEE NOTE 6) i� v :•;;� 68.2' 15.0' SECOND -STORY 0-0-0-51 WOOD DECK S89 -59.30-W 189.18 (R) 7r— \ — 2 �v � poi Mcj O 1 1 O \v V 0 W 3 cj o , N_ O \\ O \�/ O O CI� 1 Z MUNICIPAL OF ANCHORAGE TRAFFIC DEP NRTMENTI'_„ CITES: „PPROVED AS . IENCED O APPROVED A' ;DYED 1) BASIS OF BEARINC AS PER RECORD O APPROVED A: RESUCAI!T PLAT (P-604). O� N�OTT,.AP�PROV' 2) LOT DESCRIPTION AS PER RECORD " ; • DATE 9t,-12- PLAT (P-604). 3) LOCAL ELEVATIONS WERE USED. ASSUMED SOUTHEAST PROPERTY CORNER ELEV." 100.00' 4) PROPOSED FINISHED FLOOR EL." 101.0' 5) PROPOSED LAND BUILDING CORNER EL.- 99.0' 6) PROPOSED ROOF OVERHANGS VARY: WEST SIDE OVERHANGS - 2.0' NORTH & SOUTH OVERHANGS - 1.2' EAST SIDE OVERHANGS - 1.0' SCALE: 1" = 40' 1 HEREBY CERTIFY THAT I HAVE SURVEYED HE .•��9�1 H PROPERTY DEPICTED ABOVE AND AT THE LOT � �'`Q.'• •. CORNERS HAVE BEEN FOUND OR ESTABLISHED AS 9TH * . 49TH SHOWN. TO THE BEST OF MY KNOWLEOCE AND ....... ..... ........ ABILITIES. ALL DIMENSIONS HAVE BEEN MEASURED TRUE AND CORRECT. IT IS THE RESPONSIBILITY OF TO VERIFY HE OWNER, PRIOR TO CONSTRUCTION, ••/ HE PROPOSED BUILDING LOCATION ON LOT, BUILDIN p' ; "•' i• •, FRANK R. 8 U. DIMENSIONS, GRADE AND UTILITY CONNECRONS TO DETERMINE HE EXISTENCE OF ANY EASEME S. , d'� '. NO. 3252-S i '�jf�fO RESTRICTIONSCOVENANTS. OR APPEAR ON HE RECORDEDSUBDINSION PLAT. p�'•••••''•��0^� - DATE OF SURVEY: 5-17-00 �rsiloOtI • FOUND 5/8• REBAR & PROPOSED DRAINAGE PATTERN GRAVEL DRIVE LOT 1 BLOCK 3 TRAILS END SUBDIVISION �� _.00aoop4 re �` ALASKA NVATER & «'AS7 EVVATER o CONSULTANTS. INC. $001 DEWM RW.0 SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: TRAILS END LOT 1, BLOCK 3 QO p ,J y A G ss: PERFORMED FOR: JAMES MERRINER DATE. 5/11/01 E 953DEP J � F� (feet) ��04°d Pro (es e\o��aco 1 ORGANICS ITEST HOLE 1 ��oppoo� 2 SOIL CLASSIFICATIONS\ b o`. GW ORG i �\ 3 ..;,=. GP 7M ML PRIMARLY ML GM CL �I 4 WITH GM/SM E ° " ' SW MH TLOT RA L1 ENQS/D, �$ ° DI 5 °• SP CH 1 SM OH 6 SC n+/1 o TH/2 I 7 DEPTH TO GROUNDWATER 10.5 WEEPING 5/11/01 DATE °�.�` +moi -- II 8 ; LOT 2, BLOCK 3. 10.0 5/25/01 l TRAILS END S/0 i 9 SITE PLAN 10 i 1 100' I , 11 12 13 14 15 16 17 18 19 PERCOLATION RATE 8.6 (MIN./INCH) PERC. HOLE DIA. 6° (INCHES) 20 TEST RUN BETWEEN 3.5 FT. AND 4.0 FT. COMMENTS: PERC-HOLE WAS PRE-SOAKED FOR 4+ HOURS PERFORMED BY ALASKA WATER & WASTEWATER I, JEFFREY A. CARNESS, CERTIFY THAT THIS W ERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: G DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/25/01 1 12:01 - 6• _ 2 12:31 30 MIN. 2.5 3.5 3 12:31 - 6• _ 4 1:01 30 MIN. 2.5 3.5 5 1:01 - 6• _ 6 1:31 30 MIN. 2.5 3.5 ALASKA WATER & CONSULTAN' �ASTENIVATER INC. LJVIL L.vu — rcKGULAIIUN TESTI LEGAL DESCRIPTION: _TRAILS END LOT 1. BLOCK 3 PERFORMED FOR: JAMES MERRIER DATE: 5/11/01 (f ° ORGANICS TEST HOLE #1 1 2 LY jilijill WGM/SOM SM EL 7 8 9 10 11 12 13 14� 15- 16. 17- 18- 19- DEPTH TO DATE GROUNDWATER 10.5 WEEPING 5/11/01 10.0 5/25/01 -- YL -11 i WATER LEVEL READING NET DROP (INCHES) 5/25/01 1 12:02 — 6• LOT 1. BLQCK 3, i r-------- TRAILS ENDI S/D $ I 1 III TN/1 !II % o 12 ; &I I _ 4 1:02 30 MIN. 5.25 .75 5 1111114, — ROM _ LOT LOT 2. BLDCK J 1:32 30 MIN. DEPTH TO DATE GROUNDWATER 10.5 WEEPING 5/11/01 10.0 5/25/01 -- YL -11 i WATER LEVEL READING NET DROP (INCHES) 5/25/01 1 12:02 — 6• LOT 1. BLQCK 3, i r-------- TRAILS ENDI S/D $ I 1 .75 TN/1 !II % o 12 ; &I I _ 4 1:02 30 MIN. 5.25 .75 5 1:02 — 6• _ LOT LOT 2. BLDCK J 1:32 30 MIN. TRAILS END S/D II SITE PLAN 1'100'II DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/25/01 1 12:02 — 6• _ 2 12:32 30 MIN. 5.25 .75 3 12:32 — 6• _ 4 1:02 30 MIN. 5.25 .75 5 1:02 — 6• _ 6 1:32 30 MIN. 5.25 .75 PERCOLATION RATE 40 (MIN./INCH) PERC. HOLE DIA. 6' (INCHES) TEST RUN BETWEEN 6.5 FT. AND 7.0 FT. COMMENTS: PERC—HOLE WAS PRE—SOAKED FOR 4+ HOURS PERFORMED BY ALASKA WATER do WASTEWATER 1. JEFFREY A. GARNESS. CERTIFY THAT THIS IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: E ALASKA «'ATER & NVASTEWATER CONSULTANTS. INC. I-WIL. Wt.? — VLKUULAIIUN IESTI LEGAL DESCRIPTION: TRAILS END LOT 1, BLOCK 3 PERFORMED FOR: JAMES MERRINER DATE: 5/20/01 ( eetM-:1: I IR ORGANICS TEST HOLE #2 1 2—M 3- 4- 5- 6- a56 PRIMARLY ML WITH SOME SM 7 e 9 10 11 12- 13- 14- 15- 16- 17- 18 2131415161718 19 20 DEPTH TO GROUNDWATER • 6.5 on 7.0 5/25/01 10.0 • - 6' - 2 111/11111 30 MIN. Ililll!11 3 1/8 3 12:31 - 6' - 4 1:01 30 MIN. O� 3 5 111111111 - I ' k,y�� Rpd - 6 1:31 30 MIN. Not 3 1yde • Fm4w. DEPTH TO GROUNDWATER DATE 6.5 5/20/01 7.0 5/25/01 10.0 6/2/01 6' - LOT 1, BL CK 3, TRAILS EN \ S/D 00 j� o/l `\TH12 LOT 2, BLOCK 3, TRAILS END 5/D II SITE PLAN 1'-100, DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/25/01 1 12:01 - 6' - 2 12:31 30 MIN. 2 7/8 3 1/8 3 12:31 - 6' - 4 1:01 30 MIN. 3 3 5 1:01 - I 6• - 6 1:31 30 MIN. 3 3 PERCOLATION RATE 10 (MIN./INCH) PERC. HOLE DIA. 6' (INCHES) TEST RLN BETWEEN 3.5 FT. AND 4.0 FT, COMMENTS: PERC—HOLE WAS PRE—SOAKED FOR 4+ HOURS. •ENGINEER ONLY OBSERVED EXCAVATION TO 7.0' PERFORMED BY ALASKA WATER do WASTEWATER I, JEFFREY A. GARNESS, CERTIFY THAT THIS \yA AS PI IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: !. 12 / PROPERTY OWNER MAINTENANCE AGREEMENT ON-SITE WASTEWATER DISPOSAL SYSTEM This agreement, dated� ite _ � S , 200L, is made between the Municipality of Anchorage Department of Health and Hung Sirvices (DHHS) and the property owner(s) of 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. bc60�iih1 8 MERRin/�i2 7 F. /L�C,rztitR�- operty Owner Name Property Owner Name (Notarize Here) / K� State of [/,g Judicial District SS. On th� day of in the year , before , the undersigned notary blc, personally appeared: ma-rri eco& (mown to me to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged that he/she/they executed the same for the purposes therein contained. rIn witness wbe I hereunto set my hand and / \ official seal. JUNJ2001 Notary li (signatu e)n�P s14-0((Notary's printed name) My commission ares' Municipality of Anchorage ' Development Services Department Building Safety Division ' On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-191-40 HAA#_ O 2 0 ?LqQ! 7 1. GENERAL INFORMATION Expiration Date: ,_ i I' l2 - 0 3 Complete legal description TRAILS END SUBDIVISION: LOT 1, BLOCK 3 Location (site address or directions) 8600 SHEBANOF AVENUE Current Property owner(s) JAMES MERRINER Day phone 644-2246 Hm. 522-8255 Mailing address 4753 W BOTH AVENUE Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well N 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 Health Authority Approval (HAA) based only upon the representations given In paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineers work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, 1 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. 1 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 GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineers Comments: 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 8 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 leatures. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels Chet 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 riot 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 1/00, Approved for 4 bedrooms. Disapproved. Phone 337-6179 Date 17 //b Zo Conditional approval for bedrooms, with the fllowing stipulations: Attachments: ✓ HAA Checklist Septic System Advisory Well Flow Advisory Manitenance Agreements Supplemental Engineer's Reort Other By. az. P_C Original Certificate Date: (Rev. 13101) Municipality of Anchorage Development Services Department Building Safety Division 1 • -� On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-191-40 HAA# ()e:� 1. GENERAL INFORMATION Expiration Date: / /- /a - 03 Complete legal description TRAILS END SUBDMSION• LOT 1 BLOCK 3 Individual On-site 0 Location (site address or directions) _COBRA do SHEBANOF O[1 SV Lb T VA>Z Al/(j Current Property owner(s) JAMES MERRINER Day phone 644-2246 Hm. 522-8255 Mailing address COBRA do SHEBANOF OH i1� A V[t (� Q Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well E 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 Health Authority Approval (HAA) based only upon the representations given In paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As cortifred by my seat affixed hereto and as of the validation date shown below, 1 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. 1 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 ALASKA WATER do WASTEWATER CONSULTANTS, INC. Address 3701 E. TUDOR ROAD. SURE 101 • ANCHORAGE, AK 99507 Engineefs Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, AKWWC, Inc. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily Identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. AKWWC, Inc. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party Is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for bedrooms. Phone 337-6179 Date B 0 Disapproved. _g_ Conditional approval for 4 bedrooms, with the flowing stipulations: At thp-timp of H tlr transfer the t rhall sign maintenance agreement which shall be returned to this office before an unconditional approval is issued. Attachments: HAA Checklist Septic System Advisory Well Flow Advisory ✓ Manitenance Agreements Supplemental Engineer's Reort Other By: Al.Original Certificate Date: /J /,-— 3 (Rw. 7701) Municipality of Anchorage Development Services Department Building Safety Division OnSde Water b Wastewater Program 4700 South Bragaw St. P.O. Box 196850 Anchorage, AK 9951986W www.cl.anchorage.ak.us (907) 3437904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: _ TRAILS END S/D: LOT 1, BLOCK 3 Parcel ID: 015-191-40 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Date completed 6/10/2002 Sanitary seal (Y/N) YES Total depth 267 ft. Cased to 78 ft. FROM WELL LOG Date of test 6/11/2002 Static water level 30 ft. Well production 2 g.p.m. WATER SAMPLE RESULTS: Coliform 9_ colonies/100 ml. Arsenic: - mgJL. B. SEPTIC/HOLDING TANK DATA Nitrate _),-,g(4mg./L. Won Log (Y/N) YES Wires properly protected (Y/N) YES Casing height (above ground) 24 in, AT INSPECTION *NEW WELL ft. g.p.m. Other bacteria _&-colonies/100 ml. Date of sample: 7/30/2003 Collected by: AKWWC. INC. Tank Type/Material FIBERGLASS/ADVANTEX Data installed 10/22-30/2002 Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (YIN) NO High water alarm (Y/N) _45"Y6 Date of pumping NEW Pumper C. ABSORPTION FIELD DATA Date installed 10/22-30/2002 Soil rating .p.d. ftlbdrm) 3_0 System type SHALLOW TRENCH Length 40 ft. Width 5 ft. Gravel below pipe .59 ft. Total depth 3.8 ft. Eft. absorption area220 ft' Monitoring tube YES Depression over field NO *NEW SEPTIC SYSTE Date of adequacy test Results (Pass/Fail) or ems �tuid d n absorption field before test _ in. Water a New depth _in. Elapsed Time: —min. epth _ In. Absorption rate >= nation treatment (past 12 mo.) (Y/N & type) If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/A "Pump on" level at _in. *Pump IevaI. _ n. High water alarm level at in. Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/ ift station on lot 100'+ Absorption field Absorption field on lot 100'+ Water main N/A Public sewer main N/A 100'+ Sewer /septic service line 25'+ On adjacent lots 100'+ On adjacent lots 100,+- Public 00'+-Public sewer manhole/deanout N/A Holding tank N/A SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ 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 CERTIFICATIONS I cedgy that I have determined through field inspections and f ... review of Municipal records that the above systems are in . Y conformance with MOA HAA guidelines in effect on this date. ......... Engineers Printed Na JEFFREY A GARNESS• '•.� –795v 6 Date lS D� d'orofeSS10,d o' HAA Fee $ -3,r75. — Date of Payment 8 $ D3 Receipt Number m (nw.1 Pmt) Waiver Fee $ Date of Payment Receipt Number ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND M Q V r V)QA' THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this _ day of C� 20 by and between \ t_�AM S MO _Y r i Yl Herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System L -I X13-3 (AWWTS), described as TfCA 11-5 END located at R 6 o a Stie 6o.K e' AKc- Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65 B. Certificate of On -Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC Pace I of 5 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. . E. Permit (Construction). An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating). An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all requirements of this agreement, the conditions of the 'Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65. 3. Fee. Owner shall pay to Municipality an annual fee of Z JE t? a (S O .00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. PaL,e 2 of 5 v 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of on site approval is issued to the new owner or transferee of the property. 5. Alterations, Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, owner agrees to comply with all applicable ordinances, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: Paee 3 of 5 . , y C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the systems. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way affect the validity of this Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality as this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. Page 4 of 5 B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner. Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9, Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: X�r-'tlntl� By: S te: STATE OF ALASKA THIRD JUDICIAL DISTRICT foregoing rft MUNICIPALITY: By: _ Title: Date: ss. was acknowledged before me the RW n L, oi` of ` 200 , by -j--on b half of NOTARY PUBLIC FOR ALASKA67 / -W Pate 5 of 5 Sant BY; F ROBERT BELL AND ASSOCIATES; 607 272 7531; Jun -18.03 13:00; P.O. 1/1 WA1!'-'• A5/•NALT . S/R_E�%• i! T.CPnC CLEANOUT � 3 pnq LOT 1 13° _ 2-51(Nr 7e. a• rnAMCD tw _ . Nous[ I . ler adr "��'r.L.lelEl. y�Y IIC IANN � • X IR I I c^ ?CRAVCL I w I DRIWWAIY 10 - ]LU• I, I� I� to LEGEND I N£P"BY CERTIFY THAT AN AC JRATE SURVEY OF THE N89 -59,36"w 169.1 M -- i T� 0 FOUND 1/2' REBAR LOT 1. BLOCK 3 ' 309'S9'30'E 1s9.16'(R) I . Q I 1HAT THE IMPROVEMENTS SITUATED THEREON I g i WATCR WCLL ARE WITHIN THE PROPERTY LINES AND 00 �� NOT OVERLAP OR ENCROACH ON THE . ! ( Z co O a 2 I' a V 'PENIY EXCEPT AS INDICATED HEREON. (R) RECORD PLAT P-604 's Co. _ 30. L ! 1 ', / �$ QIP ., .. I � _ •L Y�� m ,a p , I 56916'73-W 16939':M) — I I I7 I 3 ( 8 AS -BUILT LOT 1 BLOCK 3 JIM MERRINER C0 001 L UH ND 1o3:1 BELL & 2841 03-27-03 LEGEND I N£P"BY CERTIFY THAT AN AC JRATE SURVEY OF THE '^;LOVING DESCRIBED PROPERTY: 0 FOUND 1/2' REBAR LOT 1. BLOCK 3 ' • fOUNU D/8" kEBAk TRAILS END SU@OIVISION WAS MAIR. Ly,IMAR EI{ 13 k 21. 2003AND O SET O.P.C. (ORANGE PLASTIC CAP) 1HAT THE IMPROVEMENTS SITUATED THEREON 0 WATCR WCLL ARE WITHIN THE PROPERTY LINES AND 00 NOT OVERLAP OR ENCROACH ON THE . SEPTIC CLEANOUT PPO°CRTY LYINC ADJACENT TO THE Pgru Srs IN QUESTION AND THAT THERE IQ, UTILITY POLE ARS NO HOADWAYS. TRANSMISSION LINES ^ OTHER VISIBLE EASEMENTS ON SAID (M) MEASURED 'PENIY EXCEPT AS INDICATED HEREON. (R) RECORD PLAT P-604 AS -BUILT LOT 1 BLOCK 3 JIM MERRINER C0 001 L UH ND 1o3:1 BELL & 2841 03-27-03 6- 6-03;10:3EAM: I SCS Ref.# 1034726001 Client Name AK Water & Wastewater Consultants Inc. Project NameM Trails End Lot 1, Blk 3 Cheat Sample m 'Trails End Lot 1, Blk 3 dintris Drinking Water ;907 6616301 • 2/ 3 All Dates rimes are Alaska Standard Time Printed DateMme 08/05/2003 16:30 Collected DateMme 07/30/2003 13:00 Received Date rime 07/30/2003 15:15 Teckakal Director StcpheD Ede Released /� Sample Remarks: Parameter Qualif;aa Raults PQL Units Method Container ID Allowable Prep Analysis Limits MICD� Init Waters Department Nitrate -N 1.76 0.100 mg/L EPA 300.0 B (<-10) 07/30/03 )IB Microbiology Laboratory Total Coliform 6 OB, No Coli COVI00mL SM18 92228 A (<-1) 07/30/03 KC [I 8- 6-03t10:36AM; :907 6616301 CT&E Environmentalrvices Inc. 200 W. Potter Drive Anchorage, AK 9951&1.05 Telephone: (907) 562-233.43 Facsltnlle: (907) 561-53Q1 • 3/ 3 200 W. Potter Drive )rinking Water Analysis Report for Total Coliform Bacteria Anclorage. AK 99518-1605 43 R$AA•,W=UCTIOIVSON,Mt=SZ$g),,URFFORECOLLEC7D GSAMPU Tex b07) Fax: 19071 sstssi.F; ni �m MUSTBE COMPLETED BY WATER SUPPLIER o PUBLIC WATER SYSTEM VD. N a PRIVATE WATER SYSTEM O Srndt/Resufts O . Sendlnrolce WTtra'A� ar . v O Send Resufs O Sendlnwice b Analysis shows this Water SAMPLE to be: kSatisfactory C1 'Unsatisfactoy O Sample -over 30 hours old, results may be unreliable O Satalile too fo7tg 6i transit; sample should not be ove0tthmars old'st examination to indicate reliable results. Please send stew. sample via Itecial delivery.mail. c Date Received 7 Time Received r7 (!s Analysts Began Analytical Method: X Membrane Filter - a MMO-MUG 00 ml. 1034726"14— Result* Analyst \_ T��l— SAMPLE DATE:' L�sy Month Day Yeaf OR . �� I SAMPLE TYPE: V. La 1i V. a Ro tine n Treated Water H ,. Repeat Sample to Untreated sent 1a e.n.E.C_ : Arth Fbks dun ❑ o (for roptlne satn Water Faxed withUab ,eE-tto: Date: Time a Special Purpose Time Collected Client notified of unsatisfactory results: SAMPLE,LOCATION . Collected By. ❑ ❑ ��It s C�1 �'l, Q•_. z 3 4600 „` •�'T r ^^ 'W, li"`'� ` \ Phoned S;takewith Faxed V\1_µn='Ir'�_- Date: Time: BACTERIOLOGICAL WATER ANALYSIS IXCORD MAO -MUG Remit: Total Coliform E Coit , MembraneFliter.DirectCount iR ©y /yw (_p 1. Colonies(100mi -Verification: LTB RGB _• COLIFIRMc'�»Na+a..,so.,r Fecal Coliform Confirmation Os-Ora\.sftwie Final Membrane Filter Resultstt Sa±-}i S r -i-0 rtA Coliform/100 ml Reported By - �t✓- r..J/ Date 011103 Time _IOL(Sr hrs Comments: