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CINERAMA TERRACE BLK 2 LT 13
Cienerama Terrace Block 2 Lot 13 #020-561-02 1.1/3/oq Municipality of Anchorage coy I,Nsv Development Services Department 417 Building Safety Division rE#J : IIE•v - On -Site Water and Wastewater Program, 4700 Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 -- - - www.cl.anchorage.ak.us (907)34}7904 0—S�b1 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INS Permit Number. SWO40336 PID Number, 020.115.06 e.m. Wastewater System: ® New ❑ Upgrade nm&l KING'S WAY ABSORPTION FIELD ptwv Nutwr of eewawne. ® t1•.p TnrrJr o atwaw rbnat a e.a D Mweq a Deur LEGAL DESCRIPTION Sae Rawq Tar Depth hero w"arede 0.8 GPD/F? 8.6 Ft. Bads Lai fs ".,won: Dept b PPe teewn from wq^at pea- Great waw terren It" 2 13 CINERAMATERRACE 2.6 Ft. 6 FL TOenena: nrrae Swan: Fa tidoW Otme alr* Pact. G," Leigh. 12N 4W 1.5 Ft. ' 50 fl. Well: ®New ❑Upgrade 'n°tl 3 taero. awe 1 DataxeW ..nines 0 Ft. Ft cwsitff tm tprwete, A e, cT TOW DOW CeaW b- Tobe wprppn r« Pqe mmr PRIVATE 127 Ft. 40 Ft. 563 Fe ASTM 3034 Orwer Darr OMW SWa watt Leat. but W. Date"aw ALPINE 8!29!2004 0 FL GLACIER 101612004 YwaI 40 PWM Set et. 120 C«aa /N✓ N MWe Grwno. 2 TANK GPMI Ft. Ft. SEPARATION DISTANCES O Septic ❑ Holding ® S.T.E.P. ❑ Other. To I Septic Absorption LM Holding bIklPrtvate ecMr. cepeaiY From Tank Feld Station Tank Sewer Line ANCHORAGE TANK 1250 Gs well +100' +100' +100- — +25'Marr) STEEL tw.ra.ra co pr *, 2 s,er.w.tr +100' + +100 — LIFT STATION Lot Ll,,* +5' +10' +5 — �e 12$0 cat ORENCO Fwnaetan +5 +10' +5 — •P..v W t r 45 TO a tew at 42 Hp watr atrm n 46 N n In. Cutin Oran +50' +50' +50 .. Pwp Mre a Moeat ORENCOP20 Er nwecewu prtwmea by NTKE 57-6VCA6 TANK TANK ANCHORED WITH CURB SECTIONS AND GALV. WIRE BENCH MARK ROPE FILL ADDED BELOW LEACHFIELD TO CREATE 25% _ ^, LOuian"De.w 1 1 -r. ,'' 1' " ;GARAGE SLAB'! SLOPE. MONITOR TUBES ARE r PERFORATED STEEL `" '" " ""oi° ""•" a" 100.0 FL NUMEROUS PRIN D PONDS FILLED SURFACE WATER FROM lANKANDrl=. PtnTHRE HP41?tibC- TO NSC CAT IIT S`/STCM E A.,� Inspections performed by:E.R.E.S ;Dates:"(1":,9114104 -i ' •E 2nd 10/06104 e� �`y+ Development Services Department Approval Conditional Approval Date: ti 7pPIERRWow CE i Reviewed and appproved by: 111oll, wzr, Date: Aelle 71/i� q., sst �WhTJG2 APP(teD ILIa1v�1��11rR6Yuc��l %iSL1f(�. I 8J J It V N l3 r� J c ff J z 0 3 V W K Municipality of Anchorage Development Services Department • — Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Waiver Review Worksheet Waiver# WR0800081 PID# 020-115-06 Permit# SW040336 Date Received: December 30, 2008 Legal Description: Cinerama Terrace; Block 2; Lot 13 Engineer: Chris Wood, P.E. Applicant: Alan & Dina Thompson Waiver Requested: 58' septic tanklabsorption field to surface water Criteria: Geology A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Points: .......................................................................... Waiver is Granted: X Waiver is not Granted. List Conditions or Reasons for above: Topography would likely cause effluent spills to take a route that is greater than 100 feet to surface water. An adequacy test of the system shows It has approximately 2 times the required capacity. Dale:2131 0108 By: James Crewdson Name of Reviewer . ............................................ 0............................ Rec#: 095882 Amount: $ 1150.00 Date Paid: 11126108 i Mayor Mark Begich Mu ,)C(i ver EC [� R 0S?o 0`4 1 1 1 N'PiTA.L"A 7 reo Anchorage Ff W * 4700 Ehno Rwd " http://s�w..MMLotg Dcpartmcnt --,I -% _'- Ment Q. w Department P�f i/a —.1/ UC�i I 1 I i- �.rct.� : c,� A I� t r ►^_F{tl,��s Sen- -_ y/le .LzssLA _e 4ffo �l tnt t1,k %fctC/i _✓iG��llid_ i�d lr 715. �w `_ :�na-1 c�4r "tTkr etrc�It11 je_ Wf t�a:,j��- ! 1vcr c i^e bis IZC e' J + � t, S- dk�lo_l 4t?N�c�r,,,_� ,Q_�°�lrr'Iil�rd�_-. vice t�Ltt e� r�st �t — a- d Ant I ►Ai. �cl�Ajjtrdj-�1:cn lhln l�v'ef- .�� _ (ar{AoAe C ya jl rna i�,�tti{TCE -LAItat-1 �!< A,_7hE' '/• C h-Arw f_1^_� t� ��t u_ty It _ tie li c_dP_l ---1 ilrit,slnt,4 11�crlty�.��t��,rf1,e,Gk�—� t Y�� 1 j, mil ��• 2 r,,y f .« t i r i C r • � i •:/l1Ay" 9r !•• is �. .r ''.•, �. i'''ij •� A, �•� �/.'�A. lf•i a M1 rt N N `� � r/(i - 1. - a j'✓ M r• /M �ii'�`�/. r 1 Sr4 / 3 �+ -•� �• 'yw •� per 4 •\� ■y��r. ti ' ;ins * � �t'� yrh'�hF~•.`. •'.'s. t k .4. } Y 11 1 \ 41 ela t i 1 _ 5�•.0 T.� w'.• a Lr tf, a��l of • S\.• ' :. - a t t i rn, t �� � i1 •. � � sib ra • f ht ..rel ta« �\. 1_��a �i �,.j1'�.. n:. • 4•I ` - •. +�. .fir it ��� •1 Tr ,tai• 11( ;�,>1 F;y, '♦1',. t. r� Y:1�1y11119 '{n �f /I•IY k�' - ..- ... �- _ .. .fit i t t♦f ••� w .- �, .. f� r;. .r�, r •'i 1, �y. ij tet" I.l �•,.•.• ` ibs `;tet , .t5 � 1•.'•6\. 4 ' •MSJ li `•�r IS+� 'la nv r r 77 e r ••a. i �~ w 1 .. '. '. y : M..r• .{ I ..gyp. �+ ' 'j! din •• Y. � •.• ,•f aid•' 1�\�y•,,�.\i'=- r rid... ;.. }` . .fes,.; i, `.w 4. - r ��J�J' •�' �r y $ i i .r•s t`a `"!:' . • \ .'� .. �.: ' a ..\:Lw ij�IyK,Si+( Y��'-'/i ' raw -� \ �w� j�rA - .•�. fA rpL.r,,. ^yam ; ♦.�� . ) _. '•ti �M � � `. ..A a ♦'�. .\ r i 1wr. � *�1 ¢ �;� � 'i)�� ' Y • i �\\; ,.% � '1 iy..}lajl ��.ijy,.ry �_,,4 i \• -1•J �y, Yrw •;'3A .'•�4�11 1 .1 �v i+��,(1�;•i .r.\�:' 1•l�. er`, ••-'.r r. '' '4�e at •f`D^i5•ur`'•(�='lj! Ea; �i �. Er A I N') PO box 773662 T -h t-Vil f S o" Eagle River, AI 3`fq- 87RL November 22 Dan Roth. Manager, On - Municipality c 4700 Elmore I Anchorage, A:. »> 17 Re: Cinerama Terrace Block 2 Lot 13 Leachfield/Surfacc Water Waiver Applica Dear Mr. Roth: ring Services 1, P.B. (907) 694-5195 tel While performing final inspections on a septic system installed on the above referenced property, it was noticed that a waiver would be needed due to the proximity of seasonal surface water. The purpose of this letter is to request a waiver for the separation distance between the installed leachfield and the seasonal surface water seeps to the west of the installed leachfield and tank. During the years in which this septic system was permitted and installed, were some of the warmest and driest years on record, and the extent of the visible surface seeps and springs were not apparent. The distance we are requesting to be waived is from 100' to K, fr?jn leachfield and septic tank to surface water. The surface water seeps, and damp spots ap`p°�artto be seasonal, and may only occur during exceptionally damp years, and vary in extent. We offer the following points in favor of granting this waiver Any effluent from a malfunctioning leachfield would flow in a direction parallel to the seeps and springs for a distance of more than 100'. Please see site plan. _ The existing septic tank and leachfield have been in use for three years and appears to be functioning well. An adequacy test was performed by Flattop Technical Services and passed the absorption test with flying colors. S 11 t Our requested waiver distance of 90' would allow for a few additional feet for wetter years, and to allow the homeowner to install/extend dewatering measures as needed to maintain this separation diatance. r zX/p8 k / /5U 0755$7— U2003`..0 t-052 CD7PRA.VA TrRRACG WArvrR MUNICIPALITY OF ANCHORAGE a, • �` BUILDING SAFETY DIVISION ON SITE WATER AND WASTEWATER PROGRAM NOTICE OF VIOLATION PLEASE READ CAREFULLY ANCHORAGE ADMINISTRATIVE CODE SECTION 15.55 AND 15.65 The Building Official is authorized to serve a notice of violation or order on the person responsible for the construction, alteration, extension, repair, or moving of a wastewater disposal system and/or water well in violation of the provisions of this code, or in violation of a permit or certificate issued under the provisions of this code. Such order shall direct the discontinuance of the illegal action or condition and the abatement of the violation. Be advised that this notice is issued because: ❑ Work without a permit Using a wastewater system or water well that Is not approved by the Municipality of Anchorage ❑ Municipal corTe violation 15.65.020 Wastewater Discharge Restrictions Must have wastewater system pumped and spills cleaned up and sanitized in accordance with the attached procedure within 24 hours. No further overflows spills will be tolerated. ❑ A civil engineer licensed in the State of Alaska must be retained to evalutate the wastewater system. The wastewater system must be repaired or upgraded within two weeks. ❑ Other Comments: ME :Z ct 01T Property Legal Description: 7;-1-4%, r d Site Address: l L -%o 4 r, Owner's Name: Phone Number: Permit Number: Be advised that a Warning Letter will be sent by certified mail to the owner of the property in violation of this notice. Please respond to Building Safety as soon as possible or other actions may be required (stop work orders, notices to vacate, additional fees, shut off of utilities, etc.) Immediate discontinuance of the violation is required. For further information, contact Building Safety at 343-7904, visit us online at www.muni.org/onsite or in person at 4700 Bragaw Street. Inspectors Name: r j e 7 �D Date: 84-031 Vw.. 7_08' DISTRIBUTION: WHITE -OFFICE CANARY-JOBSRE Municipality of Anchorage Development Services Department Building Safety Division j On -Site Water and Wastewater Program 4700 South Elmore St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: ERES Legal description: Cinerama Terrace: Block 2, Lot 13 ❑Permit EIC.O.S.A. ®Inspection Report The attached paperwork has been reviewed and is being returned for the following reasons: 1. Swing Ties: The swing tie information for locations 2 and 3 appears to be incorrect, example: swing tie 3A is short by approximately 30 feet. Please substantiate the swing tie information. Name of reviewer: Jay g-13. 0g -e Date: 817108 TV 1-e Ss Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK 04/01/2005 14:26 FAX 907 343 7997 ON SITE 09/20/04 08:16 FAX 907 644 2022 _• HDR ALASKA„INC. Mayor e Municipality ol'Anchorage Department of Health and Human Services 925"V Street P.O. Box 196650 Anchorage, Alaska 99519-660 httP;1Avww. oi.anehorage.nk.us [a 001 la 001 'Permit Number: #SW 040336 Date of lune:9=29 -p4 Parcel Identification Number: 020- 15-06 Date Started: 8-M04 Date Completed: 8-29-04 Is well located at approved peanut loeation7 0 Yes F1 No Description: -0herama Tetrad Block 2 Loi 93 Panpcoy Owner Name & address: Alan Thompson 9600 King's Way Drive Anchorace. Alaska 99516 Borehole Data: Depth (it) Metitod of Drilling ® air rotary ❑ cable tool Soil Type, Thickness & Watty Strata From To Casing type: stee slickrepw 0 2 NellThickoess:.250 inches organics & silt 2 4 DistwAer, 6 inches Depth: 4o fent gravelly silt water aand & gravel gravelly sift bedra* 4 98 18 2' 29 k..3.2) 32 927 IMP I& Post4r Fax Note 7671 °� a yes► Tc �e n--', t•ti F10M b ( na —1 0 GoJD%% Co. Phone # Rhone A Fax ^��Q Fax 8 / _ q-t.�,-� 50 as I r, Diameter: — itches Depth:. feet Casiag stickup above grouted: 2 feet Static water level (from ground level): pfi=t Pumping level: 127 fret after 2 hours pumping '40 gpm Recovery Rate: .4Q gpm Method of Testing: air lift WeU Intake Opening Type: [] Open End ® Open Hole ❑ Screened Start feet Stopped .feat Q Perforations Sten ®_ feet Stopped feet Grout Typw bentanite # 8 Volume: I Depth: Start 0 feet Shopped ? feet Pump: Intake Depth __r___ feet Prunp size Im-Brand 'Nairne - — Well Disinfected Upon, Completion? IN Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller. Alpine Drilling & Enterpnses PO Box 910496 Anchorage Alaska 99591 AuenVotk: Ile well driller shall provide a we11 log to the property owner witbi n 30 days of completion and the property ---1._ ----n a -m ---V_." .w .•J- - ___II I- - -_ A. 'b�' . CTT- _8a G TT..... . 44- 7._. .!-a. 35/19/08 13:13 FAX 907 el! 202 -2 -UDR ALMA INC. May 12, 2006 To Whom It May Concern: In October 2004, 1 installed an Orenco System lift station and pump for Alan Thompson at 16700 Kings Way Drive. The installation and inspection were done according to : Municipality of Anchorage electrical codes and procedures. If you have any questions or concerns regarding this matter, please contact the at 338-8931. ?kcStev '3 s \ Journeyman Electrician (license q lc?q6� 1 '; ski 1111 Winners Circle Anchorage, AK 99518 Cl tEE62L2L08 NWHB/0313 Aiibn33S WOI10H a Wd22:2 8000 02 FeW ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW040336 Date Issued: Aug 12, 2004 Expiration Date: Aug 12, 2005 Parcel ID: 020-115-06 Legal Description:LCINERAMATERRACE BLOCK 2 LOT.13 . t Design Engineer: 0024 Eagle River Engineering Services Site Address: 16700 KING'S WAY DRIVE Owner Name: ALAN THOMPSON Lot Size: 261586 SQ. FT. Owner Address: 1600 KING'S WAY DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99516 - This permit is for the construction of: Q Disposal Field E Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked 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: yNt p� ✓ !pmfiA?' Date: & Lot Issued By: 11 i 1 Date: PlIrki f-1 MUNICIPALITY OF ANCHORAGE Development Services Department ' //):3 On -Site Water d Wastewater Program �f7`t G N 4700 South Bragaw Street t pI k, P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW040336 Date Issued: Aug 12, 2004 Expiration Date: Aug 12, 2005 Parcel ID: 020-115-06 Legal Description:LCINERAMATERRACE BLOCK 2 LOT.13 . t Design Engineer: 0024 Eagle River Engineering Services Site Address: 16700 KING'S WAY DRIVE Owner Name: ALAN THOMPSON Lot Size: 261586 SQ. FT. Owner Address: 1600 KING'S WAY DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99516 - This permit is for the construction of: Q Disposal Field E Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked 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: yNt p� ✓ !pmfiA?' Date: & Lot Issued By: 11 i 1 Date: PlIrki f-1 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. n ?,(D —1 \ S— b lQ Permit Number SW Property owner(s) ALAN � DINA 1 I 0 M C50tV Day phone 61,44-3029 Mailing address (1) 111,51 wrN�JE�S L' IRCi' AMaititrg address (2) RAW Vkrjt 5 LOMA bnVd, Zip Code gg51� Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size-? C12I r _r 1 0 Acres(R) cre Sq.Ft. THIS APPLICATION IS FOR: Number of Bedrooms r- A r' 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. (Signature of property owneVor authorized agent) Permit Fees: Waiver Fees: Date of Payment: to I " l I O k-1 Date of Payment: Receipt Number: �% Receipt Number: (Rev. 12100) .,k'R(_c E1 VED L)-'5lPAp,=R ('V'D" k d Af 4/12 /p y -r 1-13 Oct -14-03 12:57P Permit Counter 907 343 8250 P.01 Municipality of Anchorage ��' • 4. • � Development Services Department Building Safety Division ; On -Site Water and wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.ancharage.sk.us (907)343-7904 ON-SITESEWERIWEU PERMIT APPLICATInKI FOR A SINGLE FAMILY DWELLING Parcel I.D. OX'd - //S- D C2 Permit Number SW Property owners) At An/ £ (7i dA %.r,VtiP r5o i Day phone _& -elY— Mailingaddress(1) 115.1 4L- Mailing address (2) Zip Code Legal description (Lot. Block & Sub'd.) (-/yewe.4. -fA %,rrr.QcF T3 7- i Legal description (Section, Township & Range) -o se-- i2 Lot Size 6.61 (29DSq.FL Number of Bedrooms J� 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 ^9l nig arpd-js in acg6rdance with applicable Municipal Codes. (Signature of property Permit Fees: t G Date of Payment: Receipt Number: (Rev. 17100) or authorized agent) Waiver Fees: Dale of Payment: Receipt Number: Eagle River Engineering ,Services Chrigtopher R. Wood, P.C. 10421 VFW RD. Suite 201 (907) 694-5195 tel Eagle River, AK 99577 (907) 694-3297 fax July 12, 2004 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Cinerama Terrace Blk 2 Lot 13 Narrative & Septic & Well Permit Application Dear Mr. Cross: Eagle River Engineering Services (ERES) was contracted to design and permit a septic system and well for the above referenced property. This lot is very damp, and is classified as developable wetlands. The only septic site is on a steep bank within the ingress/egress easment along the northeast edge of the property along King's Way. The soil at this location is excellent. The proposed septic upgrade will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are all very large, allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance, and no private wells within 200'. 3. This permit is for a well and septic system. 4. Drainage will not be affected and is not a major consideration in our design. The septic site location is on a steep embankment, and significant amounts of fill will need to be imported to lessen the slope, and/or eliminate the cutbank. Leachfteld will be entirely within native GM soil. We are requesting you to allow a 35% slope below the drainfield, or to allow a 35' setback to a cut bank. This work will not affect the reserve septic areas on adjacent lots. If you have any questions please call our office at 694-5195. Sincerely, EE AGLE IV ENG V�G S7ES Christopher .Wood, P.L. Principal \2003\04.052SEmcNARRAnvE.D0c REvol0N 7122-loq SCALE: 1' - 100' BPERF PIPE WITHIN URY SPRING IN 50' INGESS EGRESS IN GRESS S S & EIN 100' OF SYSTEM \ FILL ALL SMALL\ PONDS WITHIN \IOO' OF TANK NO WELLS NO SEPTIC 01'6'1 6`61 INSTALL S.T.E.P. (OOWELL 3' x 50' AREA TO BE FILLED TO CREATE 35' SLOPE SETBACK PROPOSED SLOPE LESS TwW 25X MONITOR TUBE AT EACH END OF FIELD WELLS + 200' SEPTIC + 30' �s WELLS + 30' SEPTK: + 200' 0 - TEST HOLE •- MONITOR TUBE o - SEWER CLEAN OUT - WELL -- - EASEMENT - PROPOSED LEACH FIELD E - DRIVEWAY o - REQUIRED FILL AREA WELL/SEPTIC SITE PLAN LEGAL: CINERAMA TERRACE B2 L13 OWNER: ALAN THOMPSON CONTRACTOR: DOUBLE A JOB# 04-052 1 DATE: 7/2/04 SCALE: 1 "=100' EAGLE RIVER ENGINEERING SERVICES AP.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX.' (907) 694-329i �•�� OF '�q�h 11 TOPHER R. WOOD. CE -10387 10' ELEC h TELECOM EASEMENT MONITOR TUBE 50' INGRESS k AT EACH END PERF PIPE WITHIN BURY SPRING HI EGRESS EASEM NT % OF FIELD � 100. OF SYSTEM FILL SMALL S RING �� .f. WELLS + 200' 3 PONDS WITHIN L/ �, SEPRC + 30' 100' OF TANKX 50TRENCH Cf 3' ' NO WELLS �• �G No SEPTIC A� AREA TO BE FILLED � r 91 TO CREATE 35X SLAP �♦ �6♦1 INSTALL 1.250 ... , SCALE: 1' - 100' �� S.T.E.P. TANK) WELL/SEPTIC SITE LEGAL: CINERAMA TERRACE B2 L13 WELLS + 30' q11• .14OSEPRC + 200' l �4 0 PLAN OWNER: ALAN THOMPSON CONTRACTOR: DOUBLE A JOB# 04-052 1 DATE: 7/2/04 SCALE: 1 "=100' EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX. • (907) 694-3295 TEST HOLE MONITOR TUBE SEWER CLEAN OUT WELL EASEMENT PROPOSED LEACH FIELD DRIVEWAY OF qC� n TOPHER"R. WOOD. CE -10387 EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 6945195 ERES Project No.: 04-052 Calculated By: CW Date: 07222004 Legal: Cinerama Terrace Blk 2 Lot 13 TEST HOLE 1 & 2 Single Family 3 Bedroom Dwelling Deep Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 450 gallons Percolation rate = 6 minutes per inch Wastewater application rate = 0.8 gallons per day per square foot Required absorption area = 563 square feet Trench width (W) = 3 feet Gravel depth (D) = 6 feet Required length = Required absorption area / 2 / D Required length = 563 / 2 / 6 Required length = 47 feet Total Excavation Depth = 9.5 feet 7- ZZ -L, � 04-052 drainrieldCalc.xls 12:26 PM07222004 EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 04-052 Calculated By: CW Date: 07/122004 Legal: Cinerama Terrace Bik 2 Lot 13 TEST HOLE 1 IL 2 Single Family 3 Bedroom Dwelling Deep Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 450 gallons Percolation rate = 6 minutes per inch Wastewater application rate = 0.8 gallons per day per square foot Required absorption area = 563 square feet Trench width (W) = 5 feet Gravel depth (D) = 6 feet Required length = Required absorption area / 2 / D Required length = 563 / 2 / 6 Required length = 47 feet Total Excavation Depth = 9.5 feet 04-052 drainfieldCalc.xls 4:04 PM07/122004 Eagle River Engineering ,Services Christopher R. Wood, P.E. 10421 VFW RJ. Suite 201 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: Cinerama Terrace Blk 2 Lot 13 July 12, 2004 A. GENERAL 1. The well & septic plan is for a 3 bedroom single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Ilealth requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. 9. Any remaining open test hole excavations shall be filled. B. SEPTIC TANK WITH LIFT STATION 1. The septic tank shall be an Anchorage Tank 1250 gallon septic tank with integral OSI lift station pump model OSI -05-20-111 IF. 2. A receipt from a licensed electrician shall be provided to the engineer verifying lift station wiring to all applicable codes. C. TRENCH 1. The trench is to follow the natural land contour to maintain uniform total depth of the drainfield bottom. 2. The bottom of the trench shall be level, plus or minus 1.5". 3. The total depth of the trench excavation is not to exceed 9.5' at any point with relation to ground surface. 4. The effluent line within the trench shall be laid level within 0.03'. 5. The trench gravel is to be covered with typar fabric material. 6. A combination of 2' of soil and 2" extruded board insulation to an equivalent depth of 3' is to be placed over the leachfield. 7. The area over the trench is to be finish graded to prevent ponding of surface water runoff. 8. The septic tank and leachfield must not be closer than 100' to any existing private well, or 100 feet to any surface water, spring or outfall. 9. All small ponds, or springs, shall be eliminated within 100' of the septic tank and leachfield. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 9.5' max. GRAVEL DEPTH = 6' under pipe, 2" over pipe TRENCII LENGTH = 50' TRENCH WIDTI I= 3' SOIL RATING= 0.8 GPD/R= BEDROOM CAPACITY= 3 SEPTIC TANK = 1250 gal w/IiR sta. EFFLUENT PIPE = I" PVC with 1/8" holes oriented down spaced at 2' OC. 2 runs of I" effluent pipe in each leachfield 2' between pipes 1.5' from sidewall of drainfelds. Provide 2" insulation over piping run from tank to manifold, and on manifold. Twenty-four (24) hours notice required for all inspections. \1997\04-052drainfield-sys & lift spec.doc 'a 11-4 a e r v ° all tN�l (5 N TV J .�- laol'(Hal) POOH alweuAa mm gf ao' 5 'q S 8 1 o 0Boni 9@ s E c {w F- 6 2 d C W,06 ISI G O ry R E n 0 I cl w CD 9 f' 0 M O f- 11-4 r v ° - — —'— C'i i - - i i N I- N N N a _ tN�l (5 N TV J .�- laol'(Hal) POOH alweuAa mm gf ao' 5 'q S 8 1 o 0Boni 9@ s E c {w F- 6 2 d C W,06 ISI G O ry R E n 0 I cl w CD 9 f' 0 M O f- Municipality of Anchorage Development Services Department Building Safety Division Onsite Water and Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 995198650 www.cf.anchorvaeek.us (907) 343-7904 Soils Log - Percolation Test Performed For, A n✓ ; �,�, Trn.rr. ! nl Date Legal Description: 424aza-, /,-4 72,Y•1',1!'F F:1. /?Township, Range, Section: 7-,1,,,0 R- L✓ JF'e f %H Depth 1 rlan C --M .l .y "Kc -1 '#VIrt 19- fYl: id7rFn% 20- x ,Vo Art n 4 .ti 1 1.) WAS GROUND WATER ENCOUNTERED? /UO 8 IFYES. AT WHAT DEPTH? .-. L Depth to Water After D MoneorIng? iflS.fld' E Dau: Reading Date Gross Time Net Tame Depth to Water Net Drop 7.v! - YtNVUi.A11VNM1t e(,U-Ce lmF WmN) PERC HOLE DIAMETER (p" TEST RUN BETWEEN -I.,— FT AND _� .r FT COMMENTS PERFORMED BV: CI7fTP CQ In 2T kr l LJ'T Iel CERTIFY THAT THIS TE T AS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN E O F ( N THIS DATE. DATE: Municipality of Anchorage Development Services Department Bu9ding Safety Division y,r On -Site Water and Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.d.anchoraae. ak.us (907) 743-7904 Soils Log - Percolation Test Performed For. ,4z AL ) i Date Ferro Legal Description: 4f/rtlfRA MA TE fP AC£ 82 / /S Township, Range, Section: T//A l •7 3W,7F_ c / -r14-2- Depth 1f•2 Depth 10-[ t 13- J 1 19- 20- gae.�v v/.F/Y'lJ C -M 1S TZO LLA/ 3'4T 707)0/.• �c Ir 1)P 'fa Q ' -'8 ISFOV"y r rum WAS GROUND WATER ENCOUNTERED? 10 8 IF YES. ATWHAT DEPTH? L Depth to Wale Agar 0 Menhare g? oVOAfl,E a Date: 2/ey Reading Date Gross Tune Net Time Depth to Water Net Drop 1F/moo .o`/ 1L�7!/ -� - _vJ40..__...__ . _— _._.__ S_G �•• PERCOLATION PATE Z. Y/,• (mYulanirJt) PERC HOLE DIAMETER TESTRUNBETWEEN 1 FT AND U FT COMMENTS PERFORMED BY: Glfl^P GO t.1 iZi'R 1G ffT I ERTIFY THAT THIS T PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINE IN EFFECT ON THIS DATE. DATE: LT� Goodall, Joe P. From: McGee, Lynn M. Sent: Wednesday, July 28, 2004 6:02 PM To: Goodall, Joe P. Cc: Frost, Jack L.; Roth, Dan J.; Poet, Jeff W. Subject: Cinerama Terrace Block 2, Lot 13 Gentlemen: Spoke to Chris Woods and Deanna Thompson on this plan. Last spoke to Chris on 7/27/2004. t informed him of Tom Knox the Municipal Surveyor interpretation that the 50' Ingress & Egress Easement is public because it was platted. I researched the platting actions and found the topographic survey data showed the contour lines parallel to the Kings Way road way. This Indicated the natural slopes wouldn't allow driveways meeting slope requirements being built In just the right of way, requiring the additional width to access the adjacent lots. From that standpoint the owner of Lot 13 cannot harm the adjacent property owners by depriving them of access to their lots through Lot 13, by placing the septic system in the easement. There are only two actions to allow the system to be placed In the easement. One is to vacate the easement allowing public hearing and therefore the concurrence of the adjacent property owners. The other Is to provide an engineering report showing the adjacent parcels can physically and economically construct their accesses in front of their own lots or starting in the right of way front of Lot 13, or that they have already built accesses. The engineering report should have the concurrence of the current owners of the adjacent lots. The Right of Way Division cannot contribute to the potential harm to the adjacent lot owners by approving the installation without one or both the above actions. It's conceivable that they could do the report with concurrence to meets this years building schedule and still pursue the vacation for a permanent fix to the access challenge. Thanks for the opportunity to review this plan. Lynn M. McGee Senior Plan Reviewer Right of Way Division 343-8226 343-8250 (fax) Eagle River Engineering Services Christopher R. Wood, P.I:. 10421 VrW Rd. Suite 201 (907) 694-5195 tel Eagle River, AN 99577 (907) 694-3297 fax August 2, 2004 To: Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 CC: Lynn M. McGee Senior Plan Reviewer Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Cinerama Terrace Block 2 Lot 13 Dear Mr. Roth and Mr. McGee, Eagle River Engineering Services (EKES) has, at the request of the landowner of the above referenced property, investigated the feasibility of installing an on-site septic system and well on the property. The land is classified as developable wetlands, and the majority of the lot is very wet with inadequate soils to support and on-site septic system. The only adequate uplands terrain, without a water table and with free -draining soils, is a strip of land immediately adjacent and parallel to King's Way. This strip of native gravels drops off steeply to the wetlands of the remainder of the lot. No other area within the lot boundary, or available technology has any likelihood of success for supporting an on-site septic system. Unfortunately, this area of free -draining soil is with a platted 50' Ingress/Egress easement adjacent to King's Way. This is the only lot within the platted subdivision that has this 50' easement, and no notes were able to be found regarding this easement. It appears that the easement was created for construction of the above lot's, and neighboring lot's driveways, due to the steep slope between King's way, and the developable portions of lots 13,Tract C, and lot 14. Tract C has already constructed a driveway entirely upon their property, and is at least 250' clear of lot 13's eastern boundary. Please see attached as -built showing this access to Tract C. Lot 14 has not been developed, but topographical maps and a site visit to the property, indicate that the lot has plenty of frontage along King's Way (+350') to construct a driveway without encroaching within lot 13's Ingress/Egress easement. Please see the attached topographic overlay where we have shown an approximately 15% slope driveway on lot 14. Legal driveway slope can be up to 17%. Utilizing the Ingress/Egress easement on lot 13 would not gain the adjacent homeowner \2003\04-052ACCeSSLETT R.00C much benefit from a lesser slope, or reduction in driveway length. A worst case scenario would be that lot 14's driveway start at a common location in the western comer of lot 13, where the owner of lot 13 has already chosen to construct their own driveway. This location would not impact the primary or replacement septic sites. In light of the fact that the adjacent properties either have, or potentially appear to have adequate access without the necessity to encroach on lot 13, we believe that siting of lot 13's septic system leachfield within this easement will not pose any future health risks due to adjacent properties encroachment and construction of driveways within this easement. It is entirely possible, but not probable, that in the future, the right to utilize this easement will be realized. In this unlikely event, and if all available septic sites within this easement have been encroached upon, the property could be legally upgraded to a holding tank. It is my understanding that the homeowner wishes to vacate this easement as soon as possible, so this may be a dying issue. In summary, EKES believes that placement and permitting of the primary and replacement leachfield within this Ingress/Egress easement will not pose a future health risk for the following reasons: 1) Sufficient legal access for the adjacent landowners has been obtained, or can be obtained and entirely constructed on their adjacent lots, 2) The landowner of lot 13 has expressed their desire to vacate this easement in the near future, 3) The soil within the easement is the only area on the lot that was found to have free -draining soil capable of supporting an on-site septic system. If you have any questions please call our office at 694-5195, or my cell phone at 242-2717. Sincerely, EAGLE RIVER ENG EERIN SERVICES Christopher R. Wood, P.E. Principal \2003\04-052ACCESSLFI7ER.DOC `o Aluilicipality- Of Anchorage Q„ENT S 7lark Begich, Dlayor ° �'9� Development Services Department P.O. Box 196650. 4700 Bragaw Street DEPARTMENT Anchorage, Alaska 99519-6650 (907) 343-8101 Office (907) 343-8125 Fax Rnpwwww.muni.org August 11, 2004 Alan and Dina Thompson 1ISI Winners Circle Anchorage, AK 99518 RE: Encroachment: Primary and Secondary Leach Fields Block 2, Lot 13, Cinerama Terrace Subdivision, Grid 3241 Dear Mr. and Mrs. Thompson: The Right of Way Division has reviewed a request for a letter of nonobjection to a proposed primary and secondary leach field, which encroaches 39 feet into the 50 -foot Ingress R Egress Easement on the northern property boundary. On the site plan dated July 2, 2004, submitted with the request, the petitioner has shown the proposed leach fields. Right of Way Section issues this letter of nonobjection with stipulations, and by using it the petitioner is agreeing to the following: 1. Municipality of Anchorage (MOA) will be held harmless, now and forever, for any damages or injury to any person as a result of the encroachments. 2. All applicable codes and regulations will be observed and maintained within the easement. 3. This letter of nonobjection will in no way preclude MOA from full use and enjoyment of its rights within any portion of the easement. 4. Additional and extraordinary costs incurred during any future required construction, repair or reconstruction of MOA improvements to accommodate any or all of the encroachments shall be paid by the property owner. S. Obtain letters of nonobjection from the following utilities: ®Anchorage Water R Wastewater Utility ®Alaska Communications Systems ®Chugach Electric Association, Inc. ❑Matanuska Telephone Association ❑Matanuska Electric Association, Inc. ®Enstar Natural Gas Company ❑Municipal Light and Power ®GCI Cable of Alaska ❑Eyecom (Girdwood cable TV) All letters of nonobjection should be retained in your permanent files. Should you have any questions, please call me at 343-8033. Sincerely, 04 %yJ4!✓ /�— Jack L. Frost, Jr. Right of Way Supervisor Concur, I.CR �'J�t7h r✓ Property Owner(s) -:v-vi-cvvq m,N ut:a rM uAV0Vltb El SUI 152 4852 P. 002 06%06/04 13:40 FAX $07 644 2022 SDR MASSA INC. 14004/004 Jul -13-04 09:29A Permit Counter' 907 343 8250 P.03 e'mY snlE.n N SO' rc0.E5S k Ft21/ FD+e W.TtN txtss MEW to 7�Me�k bIOD' ND wmis N9 SEPTIC 0% ARFA St rRCUE 3a K6� WG7u1 TT TANK�j9p� W v"m RA010! ri Tues rats t 200• smic ♦ 30• S� v. \ T/[1's 4 30' a STPDO f 200' C D {$* a 0 TEST HOLE r+ • — MONITOR TUBE R WELLR CLDN OUT 1 + — EASEMENT PROPOSED LEACH FIELD aR�2sy, o — DRIVEWAY WELL/SEPTIC S LEGAL: CINERAMA TERRACE B2 L13 PLAN IN I KAG I UK: DOUBLE A 13#04-052 DATE: 7/2/04 SCALE: 1"=1004 EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694--5195 FAX: (907) 694-329? AwceRDf R. 0770. cr .10387 VVI VV/V9 VV.L\ &f OVI LVLL 4YI\ (f 4'iJ1N A".. LETTER OF NON -OBJECTION August 3, 2004 We, Wilber D. Meza and Rene L. Linderman of 5901 Forest Village Dr., do not object to the Municipality of Anchorage authorizing septic and land use permits to Alan and Dina Thompson for Lot 13, Block 2, Cinerama Terrace (16700 Kings Way Dr.). We are aware of the ingress/egress easement that is currently in place on Lot 13 and see no reason that it would benefit us in accessing our property at Lot 14, Block, Cinerama Terrace. As the engineering report shows, we will be able to access our property with no trouble. We have no objection to the Thompson placing septic or other improvements within the existing ingress/egress easement and we have no objection to the vacation of that easement CEJ UUl Post4t'FexNote 7671 VC1071L004 Hb:tl4 Dbi-tl3bb ATU OSP ENGIb!_:cRING PAG- 01 ACSOns August 6, 2004 Alan & Dina Thompson 1151 winners circle Anchorage, Alaska 99518 ACS has no objection to the encroachment of a monitor tube into a platted 50' ingress & egress easement located on lot 13, block2, of Cinerama Terrace, as depicted on the as -built drawing submitted. 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: 1. ACS will be held harmless, now and forever, for any damages or injury to any person or property as a result of this encroachment. 2. 3. 4. 5. Sincerely, Any ACS facility damaged or destroyed as a result of this encroachment will be repaired at no cost to ACS. Any costs incurred by ACS 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 from full use and enjoyment portion of its right-of-way. Greg Schmid, Foreman Outside Plant Engineering 3341 Gs\le\L•\E Vkmer\Cmtespo\Nm'Ob7ec\ will in no way preclude ACS of its rights within any DATES �/ 600 Telephone Avenue Anchorage, Alaska 99503-6091 tel 907.561.1000 www.acsalaska corn C 13/9/2004 HDR Alaska Incorporated Dina Thompson Suite 305 2525 C Street Anchorage, Alaska 99503-2632 To whom it may concern: ENSTAR Natural Gas Company Englr oO��$�M-O ENERGY ERpi need ng bepartment 401 E. Intematfonal Airport Road P. O. Box 190298 Anchorage.Xaska 99519.0283 (97)335-7743 FAX (907) 562-0053 Re: Letter of Non -objection Grid: 3341 ENSTAR Natural Gas Company has no objection to a leachfield encroachment into the Fifty Feet (50 ft) Ingress and Egress easement on Lot 13, Block 2, Cinerama Terrace 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 bome 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 -off -way. M. Manu( Right -of -1 ENSTAR cc: File ,.J .+r.... +nn •�.. 9„• roan. 9rr� wr, rum u•�.+.+... �..n, n. 9..�� __, ._, .. ..,.. .,. ..v •m ��. +�+ o,.v.r aVA 0LVU J1eGll ANCHORAGE WATER & WASTEWATER UTILITY "A New Standard of Excellence" Own --d by the Municipality of Anchorage Dina Thompson HDR Alaska, Inc. 2525 C Street, Suite 305 Anchorage, Alaska 99503 Engineering Division �Anchorage 3000 Arctic Boulevard All-Amario Anchorage, Alaska 99503-3898 fax 907.562.0824 http://www.awwu,blz 2002 Murk Begick Mayor August 10, 2004 Re: Cinerama Terrace, Block 2, Lot 13 (Grids 3241 & 3341) Encroachments Dear Property Owner: The Anchorage Water & Wastewater Utility received your request for a letter addressing AWWU's position regarding the encroachments into a 50' ingress & egress easement and into a 10' wide electric & telecommunications easement. A well/septic site plan was submitted with the request. The referenced area is outside the AWWU certificated water service area and Wastewater services are to be in accordance with the Hillside Wastewater Management Plan. AWWU is not using the easements, has no right to use the easements and therefore has no objection to the encroachments. If you have any questions, please call me at 343-8009 or the AWWU Planning Section at 564-2739. Sincerely, Hallie Stewart Engineering Technician Voted Best Tasting Water in America . 1998 U.S. Conference of Mayors Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program - 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www. ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWERIWELL SUBMITTAL COMMENT SHEET To: EAGLE RIVER ENGINEERING Legal description: CINERAMA TERRACE BLOCK 2 LOT313 The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. ❑ Additional soils information needed. ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. _ ❑ Topographic information missing or inadequate. ❑ incomplete; missing _ ❑ Incomplete; missing _ ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. _ ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. _ ❑ Proposed system too deep for soils information submitted. ❑ Well log required. _ ❑ Omission in narrative. _ ❑ Insufficient fill over tank or field._ ® Other. any surface waterlsorinc s needs to be 100 ft away from septic system need to maintain 35 ft setbaci from slope greater than 25% please see attached memo subiect• slope setback from >25%. need to submit letters of non-oblection for the easement and show the 35 ft setback on the site plan. please check calculations for 4 bedroom septic field design please check trench width on septic field design as there are discrepencies. Name of reviewer: _ Date: 7/16/2004 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and 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 SUBMITTAL COMMENT SHEET To: file Legal description: cinerama terrace block 2lot 13 The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. ❑ Additional soils information needed. _ ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. ❑ Topographic information missing or inadequate. _ ❑ Incomplete; missing ❑ Incomplete; missing ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. _ ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils information submitted. ❑ Well log required. _ ❑ Omission in narrative. ❑ Insufficient fill over tank or field._ ® Other. waiting for other paperwork Name of reviewer: sheila Date: 6/18/2004 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK RUS MUNICIPALITY ONCH Development Services Department - Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 020-561-02 1. GENERAL INFORMATION Complete legal description CINERAMA TERRACE 132, L13 Expiration Date: Cj— 2_ — 2 6 Z -Z- Location (site address) 16700 KINGS WAY DRIVE, ANCHORAGE, AK 99516 Current property owner(s) STEPHEN KIORPES Day phone Mailing address Real estate agent 16700 KINGS WAY DRIVE, ANCHORAGE AK 99516 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ® Private Septic Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $_ g(� Date of Payment Receipt Number !(20 52 COSA # OsG 22 12.5 �( Waiver Fee $ Date of Payment Receipt Number Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Address 13030 SUES WAY, ANCHORAGE AK 99516 Engineer's Printed Name CURTIS HUFFMAN, PE Date 611122 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the X11\\\� system and maintenance. The operational life of all well and septic systems are subject to +� � a /hll�� these various and dynamic characteristics and are outside the control of the evaluator of the • • • <(_• ^�•,qs well and septic system. Therefore, any estimate of how long a system will function satisfactory Q: ; f for current or future occupants or guarantee that no unseen encroachments, deficiencies or Fwfig•' discrepancies exist can be given by First Water Consulting & % *: TH cs 6. DSD SIGNATURE Curtis • • •- • Huffman X System #1 Approved for 3 bedrooms �r��F��s •, CE 128991 System #2 Approved for bedroomsPROFESS NP���� Disapproved Conditional approval for bedrooms, with the following stipulations: `N \ G\PALITY rrr(ri 1.4 J ARS G'q �y0 r7/��� • 1 J?.VICES CBy: `^"' />` � Original Certificate Date: —z Z The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist Legal Description: CINERAMA TERRACE 132, L13 Parcel ID: 020-561-02 If more than 1 septic system on lot: COSA Checklist # _of _ Structure served by this system _ A. WELL DATA ® Well log is filed with Onsite (or attached) Well production at time of test 2.7+ gpm Date drilled 8/2004 Water storage tank volume NA gallons Total depth 127 ft Well disinfected for coliform test? ❑ Yes ® No Cased to 40+ ft ® Coliform bacteria is Negative ® Sanitary seal is functioning correctly Nitrate 1.91 mg/L ❑ Nitrate less than MRL (ND) ® Wires are properly protected Arsenic ug/L ® Arsenic less than MRL (ND) Casing height (above ground) 18+ in. Date of flow test for COSA 6/1/22 Collected b F� wcs Y `� Static water level at beginning of test ARTESIAN ft. Date of Sample 5/25/22 Comments PER PAST COSAS & INSPECTION — ARTESIAN WELL WITH HEAVY HARDWARE. WATER PRODUCTION MOST LIKELY LIMITED AT SPIGOT & PLUMBING & WELL IS ABLE TO PRODUCE CONSIDERABLE MORE WATER. B. TANK DATA Age of tank(s) 18 years Tank type/material STEP / STEEL Measured operating fluid level in septic tank ® Standpipes/foundation cleanout per record drawing Date of pumping 5/25/22 D. ABSORPTION FIELD DATA Which system tested (date installed) 10/04/2008 ❑ ALL standpipes present per record drawing Total measured depth from grade 8.3 ft (max) Measured depth to pipe invert from grade ft (min) ® N/A — pressurized field C. LIFT STATION ® Required maintenance completed Age of lift station 18 years Lift station material STEEL Comments: *LS PUMP LEVELS — STEP MAINTAINED. Adequacy test date 6/1/22 Results E Pass For 3 bedrooms Fluid depth prior to test 14 in Water added 450 gal New depth 16 in (ASSUMED S 2" STEEL PIPE ® Monitor tubes go to bottom of effective. If not, state Elapsed time 5 min depth into effective UNKNOWN MOA IR SHOWS 6'ED ® Code -required soil cover over field Final fluid depth 14 in ❑ System presoaked Absorption rate 450 gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N date of test) Gallons introduced gallons If yes, enter date Comments/Deficiencies: MT AT GRADE. ONLY FOUND THE 1 2" STEEL PIPE SHOWN ON MOA IR. OWNER SAID HE HAS BEEN THERE FOR 14 YEARS SINCE LAST COSA IN 2008 & HAS NEVER SEEN STEEL PIPE NEXT TO DRIVEWAY. Fw�cs E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ® Yes if No Community Sewer Manhole/Cleanout > 100' ® Yes if No ft ® Yes if No Neighboring Tank > 100' ® Yes if No ft Private Sewer/Septic Line > 25' ® Yes if No Absorption Field on Lot > 100' ® Yes if No ft Holding Tank > 100' ® Yes if No Neighboring Absorption Fields > 100' Surface Water > 100' ❑ Yes Animal Containment > 50' ® Yes if No ® Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ® Yes if No ft ® Yes if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑ Yes if No *5+ ft Surface Water > 100' Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ® Yes if No ft Private Wells > 100' ` ft ft ft ft ft ❑ Yes if No *90+ ft ® Yes if No ft _....... Water Main >_1.0' IRI Yes. if No ft Community Wells > 200' ❑ Yes if No _ Water Service Line > 10' ® Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building. Foundation > 10' ® Yes if No ft If absorption field is under driveway comment below Property Line > 10' ® Yes if No _ ft Wells on Adjacent Lots: Water Main > 10' ® Yes if No ft Private Wells > 100' ® Yes if No _ ft Water Service Line > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Surface Water > 100' ❑ Yes if No *58+ ft F. ENGINEER'S COMMENTS *PER PREVIOUS CODE WOR PER MOA 2008 WAIVER & COSA. G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. TH .. .... ..........� • Curtis Huffman � •,• CE 128991 •,•��I/� `P,E,�' • bjl/202 •'c��v,� PROFEW6V ft MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section - Fax: 907-343-7997 Owner Septic Tank: -Sludge levelinches Lift Station/Pump Vault Maintenance Log Street Address 14 ZO 0 K i -Pumping: required esno -Pumping completed yes no Lift station: -Pump basket cleaned a no -Control -floats cleaned a no -Operation satisfactory OLno -Effluent filter cleaned @eno Proper float settings confirmede- no - - N1__1 Alarm System: -Dedicated electrical alarm circuit es no -Audible and visual alarm inside dwelling es no •Alarm system operation isfacto not satisfacto Manhole Riser Aix -Ground water intrusion at riser to tank connectionqn, -Ground water intrusion around pipe penetrations es -Manhole lid: Functional es no Insulated ges: no Other -Weep hole functional es no Properly Secured es no -All manufacturer required inspections and maintenance completed es no Comments: Qualified Maintenance Provider: Technician Lcw S- \1 Company Signature Date of maintenance3b� AA,V-1c)ty 6� l �Zu n Municipality of Anchorage r Development Services Department< =_= f Building Safety Division / On -Site Water and Wastewater Program s 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 020 _4�qi_D 2_ COSA# 0904 3:Z Expiration Date: t- ' a 0 1. GENERAL INFORMATION Complete legal description G1 JaAMA ?ERRAGE l� a L 13 Location (site address) /670y /<,TA)K 5 k),4 `l 'bRSJf: Current Property owner(s) i}LAAj 4 brA A 1 HoMP50A1 Day phone '3`41-57P9 Mailing address Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well [� Individual On-site [� Individual Water Storage ❑ Individual Holding Tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm _FAC,t 2TJ6i2 6)XTAJ&11 ,TAf4 SUDS. Phone aH2-2717 Address Po Box 773K6N t -A t avow- 4). 9` s,77 Engineer's Printed Name GNRi S > IWL R- Ocx�b Date 12�1q/p'5 5. DSD SIGNATURE _AZ Approved for 3 bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: Original Certificate Date:_ Q (Rev. 7705) Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water i WastewaterTrigrarrm 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVALCHECKLIST Legal Description: rA)6z4mA- 'f6•PQAc B 2 L 13 Parcel ID: 2o- r6 f- v. -)- A. WELL DATA Well type PjeUAT6 If A, B, or C provide PWSID # _ Well Log (Y111) Y Date completed 4.4_u1i' zopy Sanitary seal (Y/DI) Wires properly protected (YM Total depth-L22—ft. Cased to _Q_ft. Casing height (above ground) min. FROM WELL LOG AT INSPECTION Date of test Av,4Ht,7 7 00 Lt//`1 /D - Static water level )JA hp a 5'7A cl ft. 4Qit-S7A_AJ ft. Well production 9.p -m. fi y g p•m• WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate LUC m91L Other bacteria O colonies/100 mL Arsenic: mgA Date of sample: Collected by. #%vv2E B. SEPTIC/HOLDING TANK DATA Tank Type/Material 5TrF-'L A,vGA. ?sink Date installed /0%6/0`/ Tank size 1,2 f0 gal. Number of Compartments 3 Cleanouts /d Foundation cleanout (Y/P) *5 Depression over tank (Y© 00 High water alarm 60po "/t'S Date of pumping '`�/2�0 4i Pumper 44 HOMK sore, C. ABSORPTION FIELD DATA Date installed 10 lo N A 4 Soil rating (g.p.d./ftZ or k2Axdnn) D" S System type TPJW614 Length 50 it. Width ft. Gravel below pipe 6 ft. Total depth A2, I ft. Eff. absorption area J5Jz3_f? Monitoring tube VC 5: Depression over field _ O Date of adequacy test ' Results (Pass/Fail) Ph 5 5 For bedrooms i �1 Fluid depth In absorption field before test X in. Water added -2261. New depth32_�In. Elapsed Time:Vmin. Final fluid depth 3 Z in. Absorption rale >= 4150 g.p.d. Any rejuvenation treatment (past 12 mo.) (YM & type) 410 If yes, give date 'V/+ D. LIFT STATION Date installed _104 N ZQ -Size in gallons I? S O --: -„—Manhole/Access (YIMI 'Pump on' level at�/ Cin. "Pump off" level at u in. High water alarm level at bf 6 in. Datum _Bo!k? t e r' R 4S/cc Cycles tested 3 Meets alarm & circuit requirements?t�� 5 E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot *100 Absorption field on lot + /&0 r Public sewer main 'r 110 / / Sewer /septic service line 1"'00 Animal containment areas 't too / r On adjacent tots } /UD On adjacent lots +/00 Public sewer manhole/cleanout d too r Holding lank 4 /Vo / Manure/animal excrete storage areas +/v v / SEPARATION DISTANCES FROM SEPTIC/HetOM TANK ON LOT TO: Building foundation + S / Property line ry r Absorption field r Water main f/vd / Water service line '100Surface water ,' 9 D Wells on adjacent lots /(.,0 ( SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: / / r Property line fi/O Building foundation 1 /v Water main r /00 Water Service line ry0 Surface water S �o Driveway, parking/vehicle storage /— Curtain drain t SO / Wells on adjacent lots d /vy / F. COKMNENT .�(- W1LVElt 9tKiv1ESTEb SLPTT( 465OPPTJv^) %ESi e'ONbN,-TA�:, C 'IfigZo`d y F447rVP G. ENGINEER'S CERTIFICATION _4rX"UUfts rEz7�je,*G- 1 certify that I have determined through field inspections and review of Municipal records that the above systems are In conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name GMiZySToPtFG2 Q. 1 ,.2b Date 011%1o$ COSA Fee $_ T 3 0 Waiver Fee $ _ Date of Payment Date of Payment Receipt Number Receipt Number (Rev. 11/05) CE:L331 Jan 19 2009 11:05RM PND ANCHORAGE 661Mt $45 F;Mronl 04lm1 SCS Rete 10 2001 Clltot NaratHDR iaska.lne. irraJatllaaaW 16700 KingsVVayDrive Clkal Sample ID 16700 Mtge Way Drive Mstrla Drink it Waa Samek lto arcs: 9075634220 10:12:00 a.m. Ot•16ZOOB Priatwl Dats/Tlase 01/09/2009 15:36 CaLake DotNThw 01/05/2009 20:00 Atea)vad D%WTIMa 01/062009 11:10 'rahakal Dlrertar Sltaaea C.Rdt p.4 314 Allowable " ArA Yme ►eruartet aavults 90L Ualal Method Cmtamer ID Limlu Oak Data Inn La b,Loloay Labera Awv Colony Court 0 ooVl00mL SMV 92226 A (4001 01/X" Mc Total Colirorta 0 aaV100mL SM20 9TII13, A MI 01106109 DLC FatalCalil6m 0 CaV100ml. 9M2042=8 A (41) 01/06/09 DLL IV SCS ReLM 1083742001 All Dates/Times are Alaska Standard Time Client Name Flattop Technical Srv. Printed Date/Time 08%052008 8:35 Project name/# L13,B2, Cinerama Terr Collected Date/rime 0728/2008 14:05 Client Sample 11) LI 3,B2, Cinerama Tern Received Date/Time 07282008 15:25 Matrix Drinking Water Technical Director Stephen C. Ede PWSID 0 Sample Remarks: Allowable Prep Analysis Parameter Results PQL Units Method Container ID Limits Date Date Init Waters Department Total Nitrate/Nitritc-N 2.00 0.100 mg/L 54120450ONO3-r B (<10) 08/01/08 JDL Microbiology Laboratory Colony Count 0 col/IOOmL SM209222B A (<200) 0728/08 DLC Total Coliform 0 coUIOOmL SN1209222B A (<1) 0728/08 DLC Fecal Coliform 0 coUIOOmL. SM209222B A (<I) 0728/08 DLC SCS ReEN 1081488001 Client Name Flattop Technical Srv. Project Name/N L13UIk2CineramaTerrace Client Sample ID L13 Blk2 Cincrama Terrace Matrix Drinking Water PWSID 0 Sample Remarks: All Dates/rimes are Alaska Standard Time Printed Date/time 04/10008 7:59 Collected Date/time 04/14/2008 12:45 Received Date rime 04/1412008 13:35 Technical Director Stephen C. Ede Allowable Prep Analysis Parameter Results PQL Units Method Container ID Limits Date Date Init Metals by SCp/MS Arsenic Waters Department Total Nitratc/Nitritc-N hlicrobioloov Laboratory Colony Count Total Coliform Fecal Coliform ND 5.00 u8/L EP200.8 C (<10) 04/15/08 04/15/08 NRB 1.96 0.100 mg/L SM204500NO3-F D (<10) 04/16/08 LCP 0 col/100mL S\1209222[) A (<200) 04/14/08 DLC 0 col/100mL SM2092220 A (<I) 04114,108 DLC 0 col/100ml- SM209222B A (<I) 04/14/08 DLC