No preview available
HomeMy WebLinkAboutTHE VILLAGES TIDE VIEW LT 9The Violla!3es T'adeview Lot 9 #020-091-53 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.ei.anchorage.ak.us (907) 343.7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report - Permit Number. • SW040380 PID Number. __ Q,Il-)— Oq 1— 5-5— Nome: NOTe`JOHN MORSELL Wastewater System: ❑ New ■ Upgrade Address: 17120 TIDEVIEW DRIVE • ANCHORAGE, AK 99516 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 345-8195 4 O Deep Trench ■ *Shallow Trench O Bed 0Mound 0Other LEGAL DESCRIPTION SW ao": 4.0 Tall WPM ben, oivM Veer tmcng. R 3.0 MAX R Block: Lot: Subdivision: — 9 THE VILLAGES TIDEVIEW 0.904 to pi" Batton, hen w4lwl pad.: SEE DWG. cnnl dwh bw,.an pk,r 0.5/0.5 R R Township: Range: Section: rsi add.d dna+a 010 Is crest r,gtn: _ — — SEE DWG. R 15/15 FI WELL: ❑ New ❑ Upgrode raw wldn: 5.0/5.0 11,.,,pw Of g,wc 2 Date W .n bwc 15+ R R ClowAcdiw, CPdva.. Ae.C): Told pan Cerra Tr Total ob.wpaan ane: Pp. nawtat PRIVATE - Ci R 150 so. R D 3034/ F-810 DdlW. �/,S \`� shA4 wa« LwN: E lIvrt .r, A+ HOME SERVICES bola W �23-24/2004 R vldd: Parry SM Mcaring "ht Ma.. rdpana: TANK VPN R R SEPARATION DISTANCES aseptic 0Holding 0S.T.E.P. ■Other• To rrom Septic Tank Absorption Field Lift station Holding Tank baa/Prhot. S. Lkwa Ma'"Ao�'w'r' ANCHORAGE TANK COpOd� ~ �'0"'' 1500 Well 100'+ too'+ too'+ — 25'+ S EEL W/ POLY COATING vane. a C nya.ln 2 Surface Water too'+ too'+ too'+ — — LIFT STATION Lot Lne 5'+ ••5'+ 5'+ — — Svr In O•aorw: 1500 Mawtacturw: ANCHORAGE TANK ORENCO SYSTEMS Foundation 5'+ 10'+ 5'+ — — en 4.d .t r.ry al r.d at: ,apn .atw darn a: TIMER TIMER 46* Curtain Drain NONE KNOWN puppy Mo1w A Vo°'l /20 OSI 05 HH F FMetrba awP.ckarw pMo W. M.O.A. Remarks: BENCH MARK t•pauan ww o.wrafia,r: *THIS IS AN ADVANTEX TREATMENT SYSTEM. TOP OF FOUNDATION NEAR FCO "WAIVER GRANTED. L.ifbt{OOtoa OLD TANK AND DRAINFIELD WAS COMPLETELY A.wwn.a 101.04 R ABANDONED. EwaINEeR � s _ �F . �qsrp4 Inspections performed by: GEG, Ltd. Dates: 1st 9/23/2004 °�' 4 o........... ...........:.'..00 2nd 9/24/200�y 0 3rd Q P' Jef e G rness: Development ervices Department Approval Q ° —79 ADO p I% Reviewed and approved by: ate: 0\ oar (R". X040000 SW040380 AS—BUILT DRAWING , � PARCEL ID 5' LAT UNE WAIVER FCO 36.8 65.71 STI 66.87 91.10 MH 74.29 96.50 FCO 96.12 118.56 MT1 93.74 116.18 MT2 107.57 131.88 COI 95.27 117.86 CO2 1105.591129.68 CO3 188.20 1113.0 C04 199.65 1125.40 FLOW 2' PVC TO i FLOW SPUfER \ )0 GALLON fEl( TANK � NEW NFIELDSV / \FCO/ E / EXISTING 4 BEDROOM / HOUSE -------------------- ----------- 33' ----------33' SECTION UNE EASMENT \ STRF \ UNDEVELOPED POND . 9/28/2004 0 GARNESS ENGINEERING GROUP Ltd. DRAWN A.J.G. .. ROSCALE: p�.4 off: CONSUITANTSd GENERAL CONTRACTORS 1" — 40' � � ! 3)01 F. TIOOR AO(W . SUITF 101 • AN[HAGF. AK 0050) • FYONF (907)33)-6119 • FAX (001)119.1766 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JOHN MORSELL (907) 345-8195 2 OF 3 THE VILLAGES TIDEVIEW SUBDIVISION; LOT 9 OF WORK: AS—BUILT DRAWING FOR SEPTIC SYSTEM UPGRADE WELL F. �4p '37 .... ......... G A G ess: •..�to � .e7) 0 SW040380 AS -BUILT DRAWING PARCEL ID NUMBER: FINAL GRADE - 94.42— TOP OF TANK - 90.08— INVERT 0.08— TOP OF ADVANTEX POD - 94.45 - INVERT OF PIPE 1,500 GALLON 89.50 STEEL ADVANTEX TANK 9+ r ORIGINAL GRADE 87.20-87.36 BOTTOM OF TRENCH - 85.82 STOP OF SAND - 85.36 • DISTRIBUTION UNE - 83.86 OF MANHOLE 94.46 IP OF TANK - 90.10 FABRIC Fo.I TOP OF SAND 86.82 t-BUTION 87.37 BOTTOM OF TRENCH - 84.36 10'+ LTESTHOLE 78.36 RELATIVE ELEVATION OF BOTTOM OF RELATIVE E76.36 ( BEDROCK OF BOTTOM OF TESTHOLE 77.82 (BEDROCK - 79.8 78.36 DATE: c oQpp a^' 9/28/2004 0 0 OF pp DRAWN BY: p�.`�•...... O GARNESS ENGINEERING GROUP, Ltd.6GA� R.A.L. L?` S�oOppp CONSULTANTS& GENERAL CONTRACTORS O* e 0 �. S)Oi F TC04 POG]. SJITF 101 • GNi NOPGOF GK 00507 • FMONF (00)1}5).yA1n � 40• ..... .. .. . ....... ......... O •FGR (op))Syp_5)Gy D PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 JOHN MORSELL (907) 345-8195 3 OF 3 ....."• ..•. LEGAL DESCRIPTION: pp �,•.• E--795 epi THE VILLAGES TIDEVIEW SUBDIVISION; LOT 9 TYPE OF WORK: 4Qp��eyP•"IF3 AS -BUILT OF NEW SEPTIC SYSTEM p�040o0��000 a■ EP -28-2004 12:25P FROM:R+ HOME SERVICES IN 90'-868-6770 70:3383246 P:1/1 �■ RightFax 9/20/2004 5:4B PACE 1/1 RightFax 333G,• i Page IofI Ins Ion Report Munlclpallty of Anchofage, RUllding Safety Division 4700 S4th Dragaw INSPECTION; VOICE 347-8300 Name Address Legal Subdivision Comments or Directions ED'S ELECTRIC 17120 TIDEVIE1 LT 9 THE VILLAGES AM CALL 54 -Inspection Retro Elettrirat NO NONCOMPLIANCE OBSERVED 0 CORRECTIONS ESSENTTALA9 EXPLAINED 0 WILL RE-EXAMINE AT NEXT INSPECTION COMn17vT5: (tor Inspector ucn only) -Pie, w FT jT,4T t u1 f -i 0 a L, A r01'RoVE_.>, Inspector /C I•1'd0L .N tile:/K-`.�}'cogram°l•2UF'i Ics�RightFax'(hitgoincVN000j 1 a � SEEP -2S-2004 TUE 12:24PM ID:R+ HOME SERVICES. INC. FAX (907)249-7777 INP0:243-7982 :VIEW MTG Permit 04-9074 Phone 272-4591 Inspection Date 9/28/2004 P*PWectioa N DO NOT CONCEAL UNTIL REINSPECTION Dabs: (9— PAGE;-. PAGE:l 9/29/2004 11/22/04 MOV 08:06 FAT 9075617252 nECOS 907/561-7252 Nnv.li. 200i 10:25AM Garm , EnsineerinQ Group; Ltd. No -2280 P. 2 Municipality of Anc-horaoe +..r Mark Jk9kA. Mayor Devviomemw SerNIoee "rtmetrlt P.O. Box 796650.4700 Bmgaw Street Anchorage, Alaska 99519-11650 (907) 343.8101 Office (907) 343.8125 Fax hopliw .mtudorg November 9, 2004 John Merserl 17120 Tideview ]hive Artchurage, AR 99316. RE- E.acroschmrnt: Existing Water Well Lot 9, The Villages Tidcview Subdivision. Odd 3336 Dcumn Morsclk 0002. .. Tr[NT A ov.NT.eNr7.wr�ei'lY"Nr''� i Tho Right of Way Division bas reviewed a request for a letter of nonobjection to an existing well, which ! ereauaches 5.0 feet into the 33400t Section Line Easement on the southern property boundary. On the as -built survey dated September 28, 2004, submitted with the request, the petitioner has shown the - existing well Right of Way Section ides this Jeger of nonobjection with stipulations, and by using it the Petitioner is agreeing to the following. 1. Municipality of Anchorage (MOA) will be bold harmless, now and forever, for any damages or injury to arty person as a result of the eomacbments. 2. All apptk-4bk codes aeul rcguMons will be observed and maintained within The easement 3. chis letter of nonobjection will in no way prtichsdc MOA from full use and enjoyment of its rights within a" portion of the dsetzsc 4. Additional and extraordinary costs incurred during any future required construction, repair or recvosn'tien of MOA improvements to accommodate any or an of the encroachm rets shall be paid by the property owner. S. Obtain lout-rs ofnonobjcction from the following utilities: horage Water & Wastewater Chilily MAlaska. Conununtmtions Systems FC.Mbtimicipal gach Ekctrnc Association. lac abuiuska Telephone Association antuka Electric Association Tnc.EnstarNahual Gas Company Light and Power f Cable of Alaska e= (Girdwood cable TV) All letters ofoonobjection should be retained in your permanent files Should you have any questions, please call me at 343-8033. sincerely, Jack L. Trost, Jr. Right of Way Supervisor 'oncvr, I Property Owners) POWERING ALASKA'S FUTURE October 27, 2004 Gamess Engineering Group, Ltd. 3701 East Tudor Road, Suite 101 Anchorage, Alaska 99507 Attention: Jeffery A. Gayness, P.E., M.S., President Subject: Letterof Non -objection for Existing Well in Section Line Easement Lot 9, The Villages Tideview Subdivision/PID 020-091-53 SW'/. of Section 3, TI 1N, R3 W, S.M., Alaska Grid 3336, OB04052 Dear Mr. Gamess: Chugach Electric Association, Inc. (Chugach) does not object to the existing well within the section line easement on the south 33 feet of the above referenced property, as shown on the submitted As - Built by Fred Walatka dated September 28, 2004. It must be your understanding that the installation of the well within the section line casement is at your risk, and that this non -objection is given without prejudice to Chugach's full enjoyment of any and all rights it may have in and to such section line easement. Enclosed for your information are the Locate Call Center card, and Chugach's What is an Easement? and Electrical Facility Clearance Requirements handouts. If you have any questions, please call Susan Truskett, Right -of -Way Agent, at 762-4735. Sincerely, CZ� Jim K. Topolski Manager, Land Services Enclosure cc: John & Ann Morsell, 17120 Tideview Drive, Anchorage, Alaska, 99516 Chugach Electric Association, Inc. 5601 Minnesota Drive, P.O. Box 196300, Anchorage, Alosto 99519.6300 • (907( 5637494 fox (907)562-0027 • (800)478-7494 , .chugochelectric.com • inLoOchugochelectric.com 10/28/2004 Gamess Engineering Group, Ltd 3701 E Tudor Road, Suite 101 Anchorage, Alaska 99507 To whom it may concern: ENSTAR Natural Gas Company A DMSION S MCO ENERGY Engine ng�epartment 401 E. Intemational Airport Road P. O. Box 190288 Anchorage, Alaska 99519-0288 (907) 3347743 FAX (907) 562-0053 Re: Letter of Non -objection ENSTAR Natural Gas Company has no objection to a well encroachment into a 33 - feet section line easement on Lot 9, The Villages Tideview Subdivision. Acceptance and use of this letter of non -objection by yourself, your heirs, your assigns, or your successors, will constitute agreement to the following stipulations: ENSTAR will be held harmless, now and forever for any damages or injury to any person or property as a result of this encroachment. Any ENSTAR facility damaged or destroyed, as a result of this encroachment will be repaired at no cost to ENSTAR. Any costs incurred by ENSTAR for special construction necessitated by this encroachment will be borne by the property owner. All applicable safety code regulations will be observed and maintained. This letter of non -objection will in no way preclude ENSTAR from full use and enjoyment of its rights within any portion of its right-of-way. 9M cc: File Co pany 1!/02/04 7'M 13:21 YA3 8075017252 N CUS 807_/5.81-7252 oct 416v. 2. 200411 1:57PM Garness Ensineeiins Group. Ltd. October 29, 2004 John Morrell 17120 Tideview Dave Anchorage, Alaska 99516 Dew Mt. Morscll, 10002,_ No•1791 P. 3. Subject to your agreement to indemnify the company as set forth below, GCT Cable Inc. of Alaska has no objection to the well encroaching into the 33' Section Line Tasment on the south property line of Lot 9, The Villages Subdivision. Mown as 17120 Tideview Drive located in Anchorage Municipality city grid 3336. :-- This letter of non -objection In no way precludes GCI Cable from full use and eu jo}went of any rights it may have within any portion of the utmty Casement and or the right -of. way, including unlimited access for scMcing.its facilities. Also any additional and extraordinary costs incurred during any future required construction. repair or . . reeomsuuetion of GCI's facilities to accoaunodate any or all of the encroachments shall be paid by the property owns. , ,I'; 8y signing below, you agree to indemnify and hold GCI Cable harmless, now and forever, for aay damage. costs, e¢pease (including reasonable artorncy's feesj, liabilities trod uUurY to a y Peron or property occurring as a result of the encroachmrnt. Please indicate your acceptance by signing ning this Ietter to myself at the address below. D D� Sincerely, A e Rebecca Colton (t 7, 0 OSP Project Manager Dam rt 5151 Fairbanks Street • Anchorage, Alaska 99503 - 907/868-5600 11/02/04 TUE 13:22 FAX 9075617252. , . ._h'ECOS 907/561-7252 10003,,._., Nov. 2. 2004 1:57PM Garness Ensineerins Group, Ltd. No -1791 P. 2 ACSN': Alas" Cornmunivtian Symms .: 11 Jeffrey A. Gamess Gamess Engineering 37011— Tudor Rd., Suite 101 Anchorage, Alaska 99507 ACS has no objection to the encroachment Of the well lnto a platted easement located on Lot 9, The Villages, Tideview, as depicted on the as -built drawing submitted. Acceptance and use of this letter of non -objection by yometf, your heirs, your assigns, or your successors, will constitute agreement to the following stipulations•. 1. ACS will be held hamdess, now and forever, for any damages or injury to any person or property as a result of this encroachment 2. Any ACS facility damaged or destroyed as a result of this encroachment will be repaired at no cost to ACS. 3. Any costs incurred by ACS for special conshucfion necessitated by this encroachment will be bone by the property owner: 4. Ali applicable safety cads regulations will be observed and maintained. S. This letter of non -objection will In no way preclude ACS from full use and enjoyment of Its rights within any portion of its right-of-way. Sincerely. 4A4'4�v GM94ffud. Foreman Outside Plant Engineering DATE: (( 2 Kpp4.w.LOWLLKe9� •w4 L.91Lt 60o Tekphona Avwwo Andwage, ALx1a 99503-6091 W9073"1000 .. Acsalaalsmm . ANCHORAGE WATER & WASTEWATER UTILITY "A New Standard of Excellence" Owned by the Municipality oJAnrhorage Engineering Division �Anchorage 3000 Arctic Boulevard Anchorage, Alaska 99503-3898 All -America city t fax 907.562.0824 I I I �•� http://www.awwu.biz 2002 Mark Begick Mayor November 1, 2004 Gayness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507 Re: The Villages Tideview, Lot 9 (Grid 3336) Encroachment into Easement Dear Property Owner: The Anchorage Water & Wastewater Utility received your request for a letter addressing AWWU's position regarding the existing well that encroaches into a section line easement located on the south 33' of the referenced lot. An as -built drawing with well location was submitted with the request. The referenced area is controlled by and located within the Hillside Wastewater Management Plan. The referenced lot is outside the AWWU certificated water service area. AWWU has no objection to the encroachment. If you have any questions, please call me at 343-8009 or the AWWU Planning Section at 564-2739. Sincerely, c4w;,.�a" - ` Hallie Stewart Engineering Technician Voted Best Tasting Water in America -1998 U.S. Conference of Mayors MUNICIPALITY OF ANCHORAGE Development Services Department lip 1 " On -Site Water& Wastewater Program n 4700 South Bragaw Street v` P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Sep 14, 2004 Expiration Date: Sep 14, 2005 Permit Number: SWO40380 Parcel ID: 020-091-53 Legal Description: tHE VILLAGES TIDE VIEW LT, 9 J Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 017120 TIDEVIEW DR Owner Name: JOHN MORSELL Lot Size: 57062 SO. FT. Owner Address: 17120 TIDEVIEW DR Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE, AK 99516-4833 This permit Is for the construction of. Q 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 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 dosed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By. �i. •�sA Issued Date: /44 Date: 9 I ` 0 Municipality ofA,nchorage ( P.O. Nx 19(A;.50 - Anchorage. Alaska 9!k519,M50 - Telephone (907) 3434301 - Fac (907) 343.8200 '-� 4700 magas• Stuct - Anchorage. Alaska 90.507 "'n...nl.org Mayor Mark Begich Building Safety DI%iS10I1 7/22/2004 Jeff Gamess Gamess Engineering Group 3701 E Tudor Road, Ste 101 Anchorage, Alaska 99507 Subject: Waiver Request for The Villages Tideview S/D Lot 9 Waiver Request #WR040062 Parcel ID #020-091-53 Dear Jeff Gamess: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to property line has been approved. The approved separation distance is 5.0 feet. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, oodall Civ 1 Engineer On -Site Water & Wastewater Program Community, Security, Prosperity 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 4� !w, FOR A SINGLE FAMILY DWELLING 9`sy Parcel I.D. 0a,07.1- 53 Permit Number Property owners) JOHN MORSELL Day phone 345-8195 Mailing address (1) 17120 TIDEVIEW DRIVE ■ ANCHORAGE. AK. Mailing address (2) Zip Code 99516 Legal description (Lot, Block & Sub'd.) THE VILLAGES TIDEVIEW SUBDIMSON: LOT 9. Legal description (Section, Township & Range) N/A Lot Size -5q - D&9- Ac Sq.FL Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only 0 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. GARNESS ENGINEERING GROUP, Ltd. Permit Fees: t/ �, �j e � if LA Ch rWaiver Fees - Date of Payment: 9II cslog Receipt Number. oQ!3S , VX Date of Payment: Receipt Number. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS September 10, 2004 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic Upgrade for The Villages Tideview Subdivision; Lot 9 To whom it may concern: The existing 4 bedroom house is served by a private well and septic system. The septic system is currently in the state of failure and needs to be upgraded. A test hole was excavated north of the existing drainfield. The drainfield will be designed around the 30 foot radius of this test hole. Due to the presence of shallow bedrock and steep slopes over the majority of the property, we are proposing that a 1500 Advantex treatment system and two 5 -wide trench type drainfields be installed. One test hole was excavated on the property. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that an application rate of 3.0 gallons/day/ft' should be used for the Advantex treatment system. 2. TRENCH DESIGN: a. Percolation Rate: 17.1 minutes/inch b. Proposed Application Rate: 4.0 gallons/day/ft' c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 150 ft' f. Total Depth: 3 feet (maximum) g. Effective Depth: 0.5 feet (minimum) h. M.O.A. Approved Sand Filter: 1 foot i. Width: 5 feet j. Minimum Length: 30 feet total length (2 @ 15 feet long each) k. Effective absorption area = 150 R' 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179' Fax: (907) 338-3246 • Website: gamessengineering.com 3. SURFACE WATERS: There is a man made pond over 100 feet from the proposed drainfields that is leaking from the outlet creating a puddle just to the north of the pond less than 100 feet from the drainfields. We are proposing to fill and grade this area so that no ponding occurs within 100 feet from proposed septic system. 4. TOPOGRAPIIY: As can be seen on the attached topography site plan the average slope in the area is approximately 15 to 20 percent running northeast to southwest. During our site visits by our field technician, Susan Oswalt, it was noted that the lot has been regraded since the aerial topography map was performed. It appears that during the original installation of the septic system, the area was graded so that the slope were decreased from a 25 to 30 percent slope to a 5 to 10 percent slope running east to west in the area of the proposed drainfield. To the west of the proposed drainfield is a slope greater than 25 percent. At a 25 percent slope 2 feet above the proposed drainfield, the slope line does not daylight within 35 feet of the downhill drainfield. We request a 35 foot waiver to the slope greater than 25 percent. The area is heavily vegetated and given the porosity of the soils, it is our opinion that there is minimal risk with the granting of this waiver. 5. WAIVER REQUEST: Due to the limited space on the property, we request a 5 foot lot line waiver from the north lot line to the drainfield. We are unaware of any adverse impact on the neighboring property with the granting of this waiver. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you It c any questions, please contact us at 337-6179. Thank you for your assistance. M.S. NOTE: A site plan drawing, a design drawing, two detail drawings, a topography site plan, a soil log, and a 7 page construction specification letter which are all part ofthe design package for this septic system. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 • Far: (907) 338-3246 • Website: gamessenginecring.com \ \ `�G LOT 6, \ --� ��^ THE VILLAGES TIDEVIEW \ �\ THE VILLAGES TIDEVIEW \` \ / ♦ \ � UNDEVELOPED \ LOT a, \ \ THE VILLAGES TIDEVIEW \ ALTERNATE SITE \\ \ PROPOSED SEPTIC SYSTEM (SEE DESIGN, PACE 2 OF 4) \ \\ EXISITNG \ \4 BEDROOM \ Y \ HOUSE \ THI -\— — \ LOT 9, / \\\ \ \\ THE VILLAGES TIDEVIEW -------------------- - -- ---------- 1 I s 1 EXISTING \ EXISTING I / SEPTIC SYSTE WELL ♦�`` / '''moi - - MAN MADE UNDEVELOPED POND/STREAM _ DATE: 9/10/2004 •, F / till // Y t:' ... ••..�s`AL'I DRAWN BY: In .. __ .. .. _... �._ _.. _ R.A.L. GARNESS ENGINEERING GROUP, Ltd. < �: 4 y+, SCALE'. CONSULTANTS d GENERAL CONTRACTORS , 1 = 10D �,*,;,, �( r ... .. ...... ........ 5101 f Ti ROAD. $IIITf 101 � pNCNORAC.F p0 00501 � PMNF (00)1}11-000 . FAX (001)5N-5}GA 1 +' PREPARED FOR PHONE NUMBER: PAGE NUMBER: JOHN MORSELL 345-8195 1 OF 5 ';; a fn am S.- y ((+yl,l y� •, E 9 LEGAL DESCRIPTION: THE VILLAGES TIDEVIEW SUBDIVISON; LOT 9, +y,' •. �,.F;=' �V`ied prOflSS1o��.-'� TYPE OF WORK: SITE PLAN FOR PROPOSED SEPTIC SYSTEM UPGRADE • ..;;; PROPOSED DRAINFIELDS EXCAVATE TWO TRENCHES THAT ARE 3 'IF GRAVITY FLOW CAN BE ACHIEVED TO DRAINFIELDS, DO NOT INSTALL PUMP FEET DEEP MAX BY 5 FEET WIDE BY 15 VAULT AND CHANCE DRAINFIELD DESIGN TO A CONVENTIONAL GRAVITY DISCHARGE FEET LONG EACH (30 FEET LONG TOTAL) BY ADD 1 FOOT OF M.O.A. APPROVED SYSTEM WITH CLEANOUTS ON EACH END SAND FILTER AND THEN 0.5 FEET OF OF THE DRAINFIELDS AND ON MONITORING TUBE IN EACH TRENCH. ALSO, INSTALL CLEW WASHED SEWER DRAINROCK. -THE DISTRIBUTION LINES ARE TO BE 1.25 INCH FLOW SPLITTER PRIOR TO THE DRAINFIELDS. SCH. PJC WITH 1/4 INCH DIAMETER HOLES \ CO. SPACED 10 INCHES ON CENTER 15 HOLES PER LATERAL/30 HOLES TOTAL) ALTERNATE SITE Sn (SEE DETAIL DRAWING PACE 3 OF 4) \ q \ OPDSED NEW ,p TH/1 1500 GALLON \ 'Pnkp R<•� ADVANTEX TANK \ it 1 ( W/ PUMP VAULT IF NEEDED• \ W _,�µ of ( I �, tot t6; vool k + / \\ EXISTING TANK TO BE COMPLETELY ABANDONED \ / EXISTING \ 4 OM HOUSE \ EXISTING DRAINFIELD TO BE ABANDONED IN PLACE. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ — _ — — 33' SECTION LINE EASMENT �`'✓// ' EXISTING WELL NOTE: THE CONTRACTOR SHALL HAVE MANMADE POND THE NORTH LOT LINE, WELL RADIUS AND STREAM AND 100' SURFACE WATER SETBACK \ FLAGGED BY A REGISTERED LAND \ SURVEYOR PRIOR TO CONSTRUCTION. \ AREA TO FILLED AND GRAD NO DB 0 \ PONDING OCCURS WITHIN \ 100 FEET OF THE PROPOSED SEPTIC SYSTEM. \ UNDEVELOPED „ .../ DATE: O pF OD 9/10/2004 0� R.A.L. GARNESS ENGINEERING GROUP, Ltd. GROUP, �,. 4 T �, O OD SCALE: CONSULTANTS d GENERAL CONTRACTORS 3701 E. TUDOR ROAD. SURE 101 • ANCHORAGE. AK 99507 • PHONE (907)317-6179 • FAX (90 7)3 38-32G6 - 1" 4O• . ... ..... ... Q Q Q PREPARED FOR: PHONE NUMBER: PACE NUMBER: JOHN MORSELL 907 345-8195 1 2 OF 5 O I Cc ness: pp ., E— 5 LEGAL DESCRIPTION:oo� THE VILLAGES TIDEVIEW SUBDIVISION; LOT 9 �� ewe ••..f')�(D AD p§ 4���I ISJOOIN TYPESITE FOR PLAN PROPOSED SEPTIC SYSTEM UPGRADE N FR PU MW LT ARE GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS 1701 F TIMAD D An V IRF 101 . ANfHORAr..F AK 00507 . P~ 100AS17.ARO . FAX 100WSW-VGA JOHN MORSELL PIF GRAVITY FLOW CAN BE ACHIEVED TO DRAINFlELDS. DO NOT INSTALL PUMP VAULT AND CHANCE DRAINFIELD DESIGN TO A CONVENTIONAL GRAVITY DISCHARGE SYSTEM WITH CLEANOUTS ON EACH END OF THE DRAINFlELDS AND ON MONITORING TUBE IN EACH TRENCH. ALSO. INSTALL FLOW SPLITTER PRIOR TO THE DRAINFIELDS. UNES ARE TO BE 1.25 NCH SCK Pip BTIIL 1/4 NCN aAN HOLES SPICED 1 FOOT ON LENTEN 15 HOLES PER LATWE/SO HOLES TWAL). 9/10/2004 1WN BY: R.A.L. 1"=40' 345-8195 1 3 OF 5 THE VILLAGE TIDEVIEW SUBDIVISION, LOT 9, E OF WORK: DETAIL OF DRAINFIELD FABRC AdvanTex Treatment System e AX Series - Mode l arbc INSTALLED OVER THE SEPTIC TANK & 4' One (1) 40x96 Pod °= AND THE ADVANTEX FILTER. THIS WILL ALLOW One (1) 34x4S Pod FOR HEAT TO ESCAPE FROM TANK k INLET "IF GRAVITY FLOW CAN BE ACHIEVED TO DRAINFIELDS DO NOT INSTALL PUMP VAULT AND INSTALL DOUBLE CLEANOUTS BETWEEN TANK AND DRAINFIELDS. IN FROM HOUSE NOTE: JIM CROSS. NOTE: THE BOARD INSULATION TO BE P.E. HAS THE INSTALLED OVER THE SEPTIC TANK & 4' ADVANTEX MANUAL BEYOND ON ALL SIDES EXCEPT UNDER THE ADVANTEX FILTER. THIS WILL ALLOW ...........°. FOR HEAT TO ESCAPE FROM TANK k A. .P RISE TO THE FILTER ABOVE IT. TO PROPOSED DRNNFIELD AORENCO PUMP VAULT 9/7/2004 R.A.L. GARNESS ENGINEERING GROUP, Ltd. SCALE: CONSULTANTS d GENERAL CONTRACTORS N.T.S. 3101 F 111004 POAD. SUITF 101 • ANCHMAGF. AK VOSOT • P~(001)331-0170 • FAX (007)338.3716 PREPARED FOR: PHONE NUMBER: PACE NUMBER: JOHN MORSELL 345-8195 4 OF 5 THE VILLAGE TIDEVIEW SUBDIVISION; LOT 9, TYPE OF WORK: DETAIL OF PROPOSED SEPTIC SYSTEM UPGRADE o� OF. 4 .�qs�p ...� 0( ...........°. A. .P arness- • a ( 5 * w r, O1_�\.f'o * 9/10/2004 SLOPE DETAIL DRAWN BY: R.A..L. GARNESS ENGINEERING GROUP Ltd. F I SCALE: CONSULTANTS i GENERAL CONTRACTORS I,,,,;,, N.T.S. ,,, .. .............. 3701 F TUDOR ROnD. SUITF 101 • ARCNOR>GF. 0K 90507 • PMRF !00))3D -AAO • FAX (00))138-SFLM1 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JOHN MORSELL 345-8195 5 OF 5 •••••,ttr .. .Gorne s.: oo .ECRL DESCRIPTION: 79 •' eG THE VILLAGES TIDEVIEW SUBDIVISION; LOT 9, SLOPE DETAIL GARNESS ENGINEERING GROUP, Ltd. X40 CONSULTANTS d GENERAL CONTRACTORS q 9 ,t ]ill L T1C°. RWA W iOl • MOIGR.GL M. •,!G) • R.l"C: W )-Gln • f/Jl YG) -3]M3 • •'[BY,L p.rwp.r.,q.ra" • • • • • • • • • • • • . • • • SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: THE VILLAGES TIDEVIEW SUBDIVISION; LOT 9 OO .J ey arness.- PERFORMED FOR: JOHN MORSELL CE -7953 ep DATE: 8/24/2004 OD� u� Q�Fop DEPTH ---- 4��dpl^o\`�� (feet) _____= TEST HOLE 1 �04000ro/ess0o 1 - = ORGANICS AND FILL SOIL CLASSIFICATIONS 2 GW =__= ORG 3 lw479 GP I ML GM CIL TH# SILTY SM 4 11411, GC OL • SW MHSP CHSM OH ,� ... SP 7 ••� •••• f ----- ------- , ------ ------------j :•::• I ., �.•. 9 SITE PLAN :^ NATURALLY 1 100' 10 WEATHERED BEDROCK, SILT 11 B.O.1,L 12 13 14 15- 16 17 18 19 PERCOLATION RATE 17.1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.5 FT. AND 3.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE: a 0 DEPTH TO GROUNDWATER DATE DRY 8/24/2004 DRY 9/2/2004 8/24/2004 1 1:50 — DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 8/24/2004 1 1:50 — 6" — 2 2:20 30 4.25 1.75 3 2:20 — 6' — 4 2:50 30 4.25 1.75 5 2:50 — 6" — 6 3:20 30 4.25 1.75 \ � MUNICIPALITY OF ANCHORAGE r) DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ILII ENVIRONMENTAL ENGINEERING DIVISION 825 L Street • Anchorage, Alaska 99501 Telephone 2644720 11 ONSITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME JD /f ►\ (O 1� Q_ / PHONE s = ?yrs EW ❑ UPGRADE MAILING ADDRES 4( N _X yss-Z) 2. LEGAL DESCRIPTION LOCATIONL 11e2r SGP t C P-WFAve Vle NO. OF BEDROOMS O Y DISTANCE TO: Well/D ^� / Absorption area Dwelling PERMIT NO. H2 Manufacturer /// /��' nrie Ma No. No. of compartments rn Liq. capacity in allons IF HOMEMADE: Inside length Width Liquid depth Y Jot DISTANCE T0: Well Dwelling PERMIT NO. 2 Z 4 Manufacturer Material Liquid capacity in gallons D m= DI STANCETO: Well Foundation Nearest lot line PERMIT nn -1l J r Z f Z W No. of lines Length of each ling •F �DIecheS To . I ength of lines Trench width 40 Distance between lines — ¢ f O Top of tile to finish grade / Material beneath the 17— inches Total effective absorption area , ,p ",ii - W Length Width Depth PERMIT NO. Q F ua: Type of crib Crib diameter Crib depth Total effective absorption area DISTANCE TO: Well Building foundation Nearest lot line J J Class Depth Driller Distance to lot line PERMIT NO. W �+ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area OTHER \ � �.� 00SOIL PIPE MATERIALS n TEST RATING 570 INSTALLER j/AC l � 117 Ze/ REMARKS r /'Ls ee6c7 dev e a � \ APPROVED - DATE LEGAL 72-013 (Rev. 3/78) MATiNapau2 mmabl uma wbmulo 1305 1369, STe1R ROIITE A ANCUORAGEv ALASKA 0050 344-7'714 SIX INCH WATER WELL DRILLED AND CASED OUT TO THE DEPTH OF DRILLED AT THE RATE OF 1712 PER FOOT. PROPERTY OWNER r.2 720rt SAmr rt(' ( "nh4 ns lrinrl hr ) LOCATION OF WELL SITE L+ 8j- 51 ,17, 250 iect. DRILLER DeAiUc CtntL4 at rmzncltt n r ilA {nn I'orJ LtUNICIaqCRy_OF AN cH WELL LOG: ENVL c r't r-• OkAGE 0----21' T t{.t F a dtLbt 4ond t a&aue t. 40;6 clax b.{nde'i, g o I een, rated aAwe t. 32--250' GerLiock. A 4ed r. cracyf 2oc1_. RECF1 Vrn {Jotr,t ptodu ALon. of 2.5 C -PR fawn 228 .to 241 feet. 9a c io&ov.: & n&=UCA .bene tach_. Cvvt 3000 aa,{.6 avattnbte p.c�t 24 howt tine- firm. e-. 230 fret of matcJt 3tcnxUAa .in. ca4.ina. 1.6 gaLA pest foot. 314 PG-tdC SUbcee z i.i. tC PUnll ahou,{d be <n4tatted 20 feet og bottom.. 70tat Coot of D.Zzu-n.¢: 0,22.00 pest foot X 250 feet.: ;5500.00 COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF 55500-00 THANK YOU VERY MUCH. BERNIE CLAUS OF RAMPART DRILLING WORKS DATE ,ryaJ 1. 30th. 1982 \ �� ` V Q.i�� SERVICE CHARGEOF IV,% PER MONTH WILL BE ASSESSED ON P'SST DUEACCJJJO���U---NTS. MUr-a I C Ire FILL I -r kr' OF= RtJCF�+F':HGE ► :3U ... DEPARTMENT' HEALTH AFJD ENVIRONMENTAL ROTECTION 825 'L' STREET, ANCHORAGE. AK. 99501 :r3U i 26.4-4720 6 1 -JELL_ nlr-JC• Ot !— c I TE �E4JEF ' FIEF? r•1 I T C J I PERMIT NO. ( 820099 ) APPLICANT JOHN MORSELL SRA BOX 16,01-X 345-4944 LOCATION VILLAGES SCENIC PI(IJY LEGAL L9 VILLAGES TIDEVIEW LOT SIZE 44000 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: DRAINFIELD MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING (SQ FT/E:R)= 90 THE REQUIR.ED SI3E OF THE SOIL ABSORPTIOFJ SYSTEM IS: L.�EF�TH= iC, LEt}LGTH= -44^_- CF?fi'ti'El_ C�EFa'-F :3 - THE THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELD. THE DEPTH OF A TRENCH OP.. PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THE TREt-JCH IJ I CATH I S `~•- 4-"o0U FEET - THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). c,EF„T I r Tl==It-JF': 1JLCDO -f GFiL_L_CrJ' PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. --- Tt4Q c 22 ? I N- -F ECT I Qr4a — F=fF?E RCC>!U I REL> BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING, UPON THE TYPE OF PUBLIC I•JELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER, LINE IS 25 FEET AND TO A COMMUNITY SEWER LINE IS 75 FEET. IJELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS OF THE WELL COMPLETION. OTHER. REQUIREMENTS MAY APPLY. SPECIFICATION': AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER.. INSTALLATION. FPERr't I T F=xF' I REQ LJEGF_=mE ER _ Zs 1L=4e. I CERTIFY THAT 1: 1 Ail FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS, AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. . I UNDERSTAND THAT THE ON-SITE SEWER. SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELE TO INCLUDE MORE THAN 3 BEDROOMS. rUCj0,, SIGNED: _-_VVI --- A - ----------------- L-lo3 AFP AMT JOHN MOP,SELL W �rJ ISSUED BY- !/--------- { � DATE ----3 '---°��: �,,,,_, -_ l�jrJ/ fY/ ' /�"'� / •--�— SOILS LOG ` (/ MUNICIPALITY OF ANCHORAGE •% ❑ PERCOLATION ! DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST 825 L. Street. Anchorage. Ataska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERFORMED FOR: lido., /Ile rse_ell // —DATE PERFORMED: • i ���' o LEGAL DESCRIPTION: f-.0 / / Y� 7. 5E S /O'? 1/fie , DEPTH SLOPE SITE PLAN Oi (FEET) tM r—T--n—r, 1 2 3 Lao �9M) �^ 4 A gra .4 5 ''t (5 v) .� IF 9 %Rfi.rs to 11 12- 13- 14- 15- 16- 17- 18] 2131415161718 19 201 I_ . PERFORMED 72-008 (6/79) MENNEN Now ;MMONNOR%NE Reading Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE (minutes%inch) TEST RUN BETWEEN FT AND FT BY: DATE: I���I 0 h NO -s'--�-b--- ©AU A o `INST�U_,9TIo�J _tr�_R� , �1HdD��IJ �TK��—}�ol 6 Q' MOP t1sp��-ve tj�rro 1���;-�w t �dt�eve us- l,o;C;8 W ee.e Palm, lz so1Ls Loc dUNICIPALITY OF ANCHORAGE ❑ PERCOLATION DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST ' $25 L. Street, Anchorage, Alaske 99501 2644720 SOILS LOG — PERCOLATION TEST 1 � PERFORMED FOR: 10// a'., • /a�C �.Sd l/ DATE PERFORMED:_ 4 9 l/// LEGAL DESCRIPTION: C I DEPTH (FEET) �iJrs 1 Net Drop 2- 3- 3 4 4 6 , •! 7 S, Ny f4 a.4-1 10 it 12 13 14 15 16 17 1a 19 20 rg! J IN SLOPE SITE PLAN WAS GROUND WATER • S ENCOUNTERED? L O P IF YES, AT WHAT E DEPTH? Reading Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE TEST RUN BETWEEN PERFORMED BY; /''!.'.� CERTIFIED BY 72 008 (6/79) (minutes/mchl FT AND FT DATE: k1 Municipality of Anchorage Development Services Department ^ Building Safety Division ,. A� On -Site Water & Wastewater Program �t 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ek.us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel l.D.NRN^6011-ci"_ HAAif fl4CA651CI 1. GENERAL INFORMATION Expiration Date: T14-7 1 ons Complete legal description THE VILLAGES TIDEVIEW SUBDMSION: LOT 9 Location (site address or directions) 17120 TIDEVIEW DRIVE • ANCHORAGE. AK 99516 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address JOHN MORSELL Day phone 345-8195 17120 TIDEVIEW DRIVE • ANCHORAGE. AK 99516 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well E Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ Day phone Day phone TYPE OF WASTEWATER DISPOSAL: Individual On-site 0 Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an Independent professional civil engineer registered In the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 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 onsite water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the Information obtained from the Municipality of Anchorage riles and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations In effect at the time of Installation. Name of Finn GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, Ltd. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines Q 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, groundwaterlevels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, Ltd, can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any otherperson orpartyIs not authorized, nor will It confer any legal right whatsoever. 5. DSSIGNATURE Approved for bedrooms. Phone 337-6179 Date b o Disapproved. Conditional approval for __q_ bedrooms, with the flowing stipulations: maintenance returned to this office before SRp, 0 unconditional a -"""'' approval is issued. Conditional approval expires 12/31/04. Attachments: HAA Checklist_ Septic System Advisory Well Flow Advisory Manitenance Agreements_ Supplemental Engineer's Reort Other By: A.A '� `'� ` ^ Q Original Certificate Date: lsr. rboll 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.d.anchorege.sk.us (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: THE VILLAGES TIDEVIEW SUBDIVISION: LOT_9 Parcel ID: b� A. WELL DATA *CASED TO BEDROCK Well type PRNATE If A. S, or C provide PWSIDIF IA Date completed 5/30/1982 Sanitary seal (YIN) ES Total depth 250 ft. Cased to 032 ft. FROM WELL LOG Date of test 5/30/1982 Static water level 20 ft. Well production 2.5 G.P.M. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Arsenic: N/A mgA. Nitrate t 0.1 n1QJL. Well Log (YM) YES Wires property protected (YIN) YES Casing height (above ground) 12't in. AT INSPECTION 8/9/2004 22 ft. 5.16 g.p.m. Other bacteria O colonies/100 ml. Date of sample: 819/2004 Collected by: GEG. Ltd. B. SEPTIC/HOLDING TANK DATA *TANK IS STEEL ADVANTEX TANK WITH 3/16' POLY COATING. Tank Type/Material •ADVANTEX/STEEL Tank aide 1500 gal. Number of Compartments 5 Foundation cleanout (YM) YES Depression over tank (YM)NO Date of pumping NEW Pumper C. ABSORPTION FIELD DATA Date installed 9/23-24/2004 Cleanouts (YM) YES High water alarm (YIN) YES Date inglalled9/23-24/2004 SOU rating .p.d ft%bdrn) 4_0 System type SHALLOW TRENCH Length 15/15 R, Width 5.0/5.0 ft. Gravel below pipe 0.5/0.5 ft. Total deptfr&Vr2A*. Eft. absorption area 150 ft' Monitoring tube YES Depression over field NO Date of adequacy test NEW SYSTEM Results (Pass/Fall) Fluid depth in absorption field before test _ In. Water e Elapsed Time: _. min. For New depth _in. in. Absorption rate >= g.p.d. treatment (past 12 mo.) (YIN & type) If yes. give date D. UFT STATION Date installed 9/23-24/2004 Size in gallons 1500 Manhole/Access (YM) YES "Pump on" level at TWER in. "Pump off" level st EMER in. High water alarm level at 46 Datum BOTTOM OF TANK Cycles tested NEW Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tenkll(ft station on lot 100'+ Absorption field on lot 100'+ Public sewer main N/A On adjacent lots 1001+ On adjacent lots 1001+ Public sewer manhole/deanout N/A Sewer /septic service line 25'+ Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 51+ Water main . N/A Water service One 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property One 'S'+ Building foundation 10'+ Water main N/A Water service line 101+ Surface water 1001+ Driveway, parking/vehicie storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots--A02:+— F. ots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have detemdned through field inspections and . J4 !� '•.r review of Munk #W records that tine above systems are in .... .. ............. conformance with MOA HAA guidelines in effect on this date. .... ... ................ Cam as.- Engineer'sPrinte N me JEFFREY A. GARNESS Date 9 3o vel •, �.a 6° P�oN•ew� HAA Fee E /i' `~ Date of Payment JC-� Oy Recelpt Number.�A (Rev. 71101) Waiver Fee $ Date of Payment Receipt Number 08-12-04 08:OOAN FROM -CUE ESI, SCS ENV SERVICES —S&%— SCS Ref.N 1044866001 Client Name Garness Engineering Group, Ltd. Project Name/N Lt 9 Villages Tideview Client Sample ID Lt 9 Villages Tideview Matrix Drinking Water Sample Remarks: 9075615301 T-569 P.02/03 F-934 All Dotes rimes are Alaska Standard Time Printed Date rime 08/1112004 13:23 Collected Datelrime 08/0912004 9:01 Received Datefrime 08/09/2004 13:00 Technical Director Stephe Ede Releaaed� — Allowable Prep Analysis o....,,,.K Results PQL Units Method container limits Date tate Init Platers Department Nitrate -N 0.100 U Microbiology Laboratory Total Coliform 0 0.100 mg/L EPA 300.0 A (r-10) 08/09/04 WAW coV100mL SWO9222D ri (<-1) 08/09/04 DKC 08-12-04 08:01AM FROM-CTLE ESI, SCS ENV SERVICES 9075615301 SGS/CTBE ENVIRONMENTAL SERVICES —S&I Drinking Water Analysis Report for Total Coliform Bacteria READ INSTRUCTIONS ON REVERSE SIDE 6EFOM COLLECTING SAMPLE MUST BE COMPLETED BY WATER SUPPLIER ❑ PU13LIC WATER SYSTEM We — — — — — — PRNATEWTER SYSTEM q :land Ruulb 61 SSM 111 ❑ S" R••Lft .m Hyrc.�yn nM.. d M... Ji L , % 1 � � 3 tib M MWw SAMPLE COLLECTION: M.M.® W w M Dna: 09 t� , on Veer SAMPLE TYPE: /717,0 i�.C/'�tou�lne /❑ Repeat Sample T-569 P.03/03 F-934 200 W. POTTER DRIVE ANCHORAGE, ALASKA 99518 Tat: 907-562.2343 Fax: 907-561-5301 b Sam Invoke ❑ Treated Water Untreated Water (rater to lab no. 1 ❑ special Purpose Tr•nsporW �,[ - to Lae ey: IM Same as collector Other T' NI. TO BE COMPLETED BY LABORATORY Sample Raceivina:. Data: T Y ❑ sample o—w nova aht ❑ RUSH SAMPLE Time: /3 Results mai be uvat "M Delivery Method: Received By: Comments: ❑ 46 Hour /Phone V. For ;; wn°% n n / / Fax Il .................................................. " ........................... 13acterioloolcal Water Analysis Recor: Amlyals Bogen: 'AIN15-3n Analyst or i Analytical Method: ® Membrane Fitter MMO•MUG (PIA) mmo4mm lP/A) RESULTS: Toto comonm 6aM b AOEC: ANC FBK JUN oetertyas• E. Cot San to Caw,[ MEMBRANE FILTER RESULTS: Phoned Q faxed Q _ Dsect Count T Cvwisartllarnt. Dawarrma: Va7mwn: 5 await: Tin.... {LeG8: ® Satisfactory ❑ Unsatisfactory b� t Ec. rtrc-TMMw.rMa.Cw.e Reported By: Date/The: II D �D'� I�IiS m •wM ..aw svwoae Form 6 FW- W53 17117/03 £'6 TH h Y t\ 4ZA n N n U c o ova ooa S h o d c.m w N N O O A m O rri W p H Q �v0 a o N o caa E m mZfi a�¢ cx� a n o 'FA a 3 YS£CL Qoe 0 u m L u W 0 0 16 Oc CC IL LL P�0(L L�b LD 1.d��� aS dEc�a sCL go mWO Ao K �Q E oodO�'��J cb N IZI =o' ¢E$$aciE60 5 t.y 05 ti8.33 �b 5� il It CZ Zw W 0o 0 mow¢ ¢xx to Wz CC o 15 15 xz W V)W W U) CZLIL-(s ,oaf -A VV U'Y, Time APPLInNT FILLS OUT UPPER HAr""� ONLY Property Own -'r -T� mAY— eYL Phone Walling Address Zip Code —_ Buyer �tDyA1 A104'tE4c Address Zip Code Lending Institution.� Date Phone Address Zip Code Date ' Realty Co. d Agent Phone Address Zip Code Inspector Legal Description ;, `�� y %yam/LCN L £ 7-/Ot Y/e •✓ Street Location Field Notes: I! (-1—U Type of Residence MUNICIPALITY OF ANCHORAGE �( Single Family K ❑ Multiple Family No. of Bedrooms 6 0" ❑ Other Water Supply Individual nc) I tx. c" JA�ACH WELL LOG. A well log Is required for all wells drilled since June 1975. �cSs LJ Community wells drilled prior to that date, give well depth (attach log if available). ❑ Public Utility ( ? APPROVED BEDROOMS 'CONDITIONS OF APPROVAL Sewer Disposal 'Q Individual Year Individual Installed: ❑ Public Utility When Connected to Public Utility: ❑ Holding Tank Soils Rating Data Sewer Installed NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. CZLIL-(s ,oaf -A VV U'Y, Time Time Time �1 �rt Time 'Ir, 0 6t_A124 Date Date Date Date ' t 1S Inspector Inspector Inspector ia P Inspector Field Notes: I! (-1—U MUNICIPALITY OF ANCHORAGE yp i -'T Cn q ENVII ",u...r..A. ! ,O r. -.,:,J St? 13 1982 RECEIVED ( ? APPROVED BEDROOMS 'CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ( N01T N LA L' DAT T BY: 7-7 ~ Soils Rating Data Sewer Installed Well To Absorption Area Well Log Received Ileo Septic Tank Size ll�p"'g, L I Well to Tank )tea uN%4