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SANDY BEACH LT 2B
Sandy Beach Lot 2B #011-112-48 <1 l Municipality of Anchorage Development Services Department / Building Safety Division On -Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page of 3 www.ci.anchorage.ak.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. S w a 30 3 s 9 PID Number. O I! M Ichg41 i MT chs% Ro h u c -k Wastewater System: 0 New ❑ Upgrade Addr•ss '12- 9 w. '-/ fA A v A^ c4., Ak 9952 / ABSORPTION FIELD pt"W a 7,57 Yo — 23 Numwr a Be S. 6 7 9 Deep Tt«at D Sti IGw Tremh D BW O Mound D Dow LEGAL DESCRIPTION SW Rating Taal Depen it= Bbck L«. SlLd swn: 2/I Sand >3eoc61 I • GPDxts Depen M ppe o«tdm Ran oMrW p'aos. !!• 1 16• / FI. Gray" aah GeMam ppe T snp R Ce^ 1 s Trz+G f 13-Z tfSep�an/„G^ S./ D� {J FI. FJI aaeed apw• o^p^al asoa FI GravN gt Lerlt: 2 Ft. O �j9 Ft. Well: ❑ Upgrade ®New rade Gravelw n'. 2.S Nvnoer a Islas Distane•Iww«tlnes- ClassmulwnlPm«e,AB.C1: iolrDapm. Cased to prlvu% FI Taaln sorPkon rae / -- FI P"Mat" Y D-303 2GS FL 2a FI e' &90 Fr DIde, Dole DNkd SlmK Wale, L" Al Ise 91171 oy 169 FI Ywalw ��(( ki"C419 t SGnJ Date Installed. 1(1/eo ley Yield. Pump Set at Cbuq HeVo Aome Dr u Sa GPM Ft. 2 Ft. TANK SEPARATION DISTANCES ISseptic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption Lift I Holding ubliC.Private M«keacl w y From Tank Field Station Tank Sewer Eine 4/V C.hb rq �s ?Q n k T400 Gal well I B e9 f 105' — — >ZS ' Malerw 3/l6" Si ee l Nuroer a compnm•ms s.dacewat« >10c" > 1C,0r _ _ LIFT STATION 9S 26 ' — _ s• as✓« Go iandMm _ r 2S /,S 'Pump m' N.« at 'Pure ter I atilri H�pn well« «ren ol. in in, Cun«n dam — ' Pura Mak• b Modal ENonral Ynparnons penurrled by R~s D c4 to In ct .I Q,7 41 c, ar� PA of BENCH MARK " � W .cI.ne �.xr /yn t le_ 'tAe Louuan «a D.srnpuon/ TG a}' (•LY/f 7rOn 4n �u bn F-Feelli.e rar-e/ c-fs fc7 fual Assurnad Kvalwn. /fon auj JGgpiL der- r [area( irrsn, ({o S' cc h,( Mc i -re, c/+ on k, 1n LrF,-o— i3 j% B9P C%11 A Engineer's Stamp �t QF e.4 fAe G[4SOr 1Z a4 qri at b. 3':�•r•••a•••.•�•7V �• Inspections performed by: _F /G A24cZ TeCti .Ce -c. Dates: 1" lG / 23/Gy 1"F -*49 T • ;�'f' �+TrH 2"d_16/2d/Gy —C �.......................4.. Developm nt Services Department Approval/:`•':�' ...... Reviews ed and approved by' Date: Jif � . THEODORE F. AAOORE�� ty �'• CE -3589 'a q, �Al�`•7 Y��4�. pP. \ �Gp , I r r r SWING TIES \ LOT 1 FROM: COR. "A" COR. "B" PERMIT NO: SW030389 PAGE 2 OF 3 TO: 0 PID NO: 011-112-4911 S.T. C.O. "C" 30' 112' S.T. C.O. "D" 42' 118' W E" "F z z bb GOLDER T.H. #205 TR. C.O. ' DRILLED 5/14103 r( _F/ A 1 WANDERING DRIVE M.T. DRY 9/4103 77.5' ' Y ^ Via:; '' ��"'• �v �d 25'-1" B.G.L. TR. C.O. "H" 105' 160' Pt ' :: r .�.�,� w ! �TH i* t }�� LOT 2A, SANDY BEACH SID o........ �'• ¢ SEPTIC SYSTEM INSTALLATION f.• • ........:.......7�::,ty1 �• AS -BUILT PLAN VIEW r) E""rgj F. AAOORE l f^a ( • C- ``..,�-•'F,.�.. FLATTOP TECIMICALSERVICES SCALE: 1"=50' DRAWN BYTFM / ,,�(,�'�' 14530 ECHO STREET OUSE EWELL R 100' NDER ANCIIORAGE, ALASKA 99516 NOVEMBER, 2004 ONST. 1 NEW 89 -FOOT LONG ; � SOIL ABSORPTION TRENCH T.H. w. 5.0' EFFECTIVE GRAVEL % #1 ' "F" \ SIrE Foy{ ;.H» "G" »A» \ RePLntEr+cN GOLDERTH#206 rR'` rACN % T.H. TBM DRILLED 5/14103 _ #2C_--9EiV__0dALLON M.T. DRY 914/03 % DEEP BURIAL 3/16" _ 25' B.G.L. ~~�TEMPORARY.�`,-STEEL SEPTIC TANK ; ; \ \ / ,.,,� %% y r \ O WELL \ �Gp , I r r r SWING TIES \ LOT 1 FROM: COR. "A" COR. "B" TO: S.T. C.O. "C" 30' 112' S.T. C.O. "D" 42' 118' E" "F bb TR. C.O. 19.5* 99' r( _F/ TR. M.T. "G" 77.5' 137' ^ Via:; '' ��"'• �v �d TR. C.O. "H" 105' 160' Pt ' :: r .�.�,� w ! �TH i* t }�� LOT 2A, SANDY BEACH SID o........ �'• ¢ SEPTIC SYSTEM INSTALLATION f.• • ........:.......7�::,ty1 �• AS -BUILT PLAN VIEW r) E""rgj F. AAOORE l f^a ( • C- ``..,�-•'F,.�.. FLATTOP TECIMICALSERVICES SCALE: 1"=50' DRAWN BYTFM ,,�(,�'�' 14530 ECHO STREET ANCIIORAGE, ALASKA 99516 NOVEMBER, 2004 /o e- IZI✓ffco 2/01 PERMIT NO: SW030389 PID NO: 011-112-4j A PAGE 3 OF 3 N ORIGINAL GROUND GROUND ELEV. ELEV. 967 98.4' !2000 -GAL LON INV. NV 89 FOOT LONG INV 3116' STEEL INV. " 85 6 SOIL ABS. TRENCH €: "$5 6 DEEP BURIAL w. 5.0' EFF. GRAVEL i; ?;:::'.: >.€[.:.:::': ;SEPTIC TANK f INV. 86.3' BOT. TRENCH ; ELEV. 80.6 ; E .....•....•••••....e t r �! BOTTOM ... ...............91 GOLDER tr�r000c ar f F. MOORE �� C - 3569 . r. TH #206 ./2/Dy.•' rr G ELEV. APPROX 70' aC M.T. DRY 914103 LOT 2A, SANDY BEACH SID SEPTIC SYSTEM INSTALLATION AS -BUILT PROFILE VIEW FLATTOP TECIINICAL SERVICES NOT TO SCALE 13510 ECHO STREET DRAWN BY TFM ANCIIORAGE, ALASKA' NOVEMBER, 2004 FRC" : ALPINE DRILLING FAX N0. :.907 345 0202 Nov. 05 2004 12:53PM Pi Municipality of AnchorageAEMEk Department of Health and Human Services MINOW 825'L' Street CKM P.O. Box 196650 Anchorage, Alaska 99519-6650 Ricer Myshan Ilttp.ik~ 6.ancnonCe exus Mayor y Permit Number. #SW 00389 late of Issue: 9 Parcel Identification Number -M-111-2-40 91 04 Data Completed. 9-17-04 Is well located at approved permit location? ® Yes [3 No Date Started. _ P Lel Ikscription: Binaman Tract 2 �, G Property Owner Name & Addroa: Michael d Michele Robuck 429 W 4°1 Ave. Borehole Data: Depth (ft) Soil Type. Thiekn:sv & Wum strata From To stick-up 0 2 sift 2 14 silty sand 14 81 clay 81 133 gravelly silt 133 190 silty water sand & gravel 190 205 Metbod of Drilling ® air rotary ❑ cable tool Casing type: steel Wau Thicimess: Ji 50 inches Diameter: ¢ inches Depth: W feet Liner Type: Diameter: inches Depth feet Casing stickup above ground: & feet Static water level (from ground level): lafe ct Pumping level:_fcct after 2 hours pumping N gpm Recovery Rate- 50 gpm Method of Testing: Atg Well Intake Opening Type: ❑ Open End ❑ Open Hole ® Screened Start 200 feet Stopped 205 feet ❑ Perforations Start feet Stopped feet Groat Type: bentonite # 8 Volume: 1 Depth- Start0 feet Stopped 1 fat Pump: Intake Depth _ feet Pump size bp Brand Name Wen Disinfeeted Upon Completion? ® Yes ❑ No Method of Disinfection: chkftne tablets Comments: SS. 100Jo1mson screen. Well Driller. Alpine Dn1 ing & Enterprises PO Box 110496 Anchorage Alaska 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property .......1......11 .1'11...1..11... •1. . -111.. •. 11. n..• .l ...'A 0 r1..... I....: ... _.:M 1. In J.....f .. ... I... . Fine Homes March 9, 2005 Municipality of Anchorage Attn: Julie Makela, P.E. Civil Engineer II On -Site Water & Wastewater Program Building Safety Divisioin P.O. Box 196650 Anchorage, AK 99519-6650 Dear Julie: RE: On -Site Wastewater Disposal System/Water Supply Permit Number SW030389 Sandy Beach Subdivision, Lot 2A Parcel ID: 011-112-44 We were sent a notice prior to the expiration of the permit to construct the well and section system on the above site. Due to road building efforts as well as the excavation for the house, the start -date was delayed. However, we did check in with the MOA to confirm that as long as we began the septic system before the expiration date, we were ok. We did start the septic prior to the expiration of the permit but were shut down by weather. My assistant who was handling this has since left our company. Her notes say she was in contact with someone named Cathy. The septic was not inspected until 10/23/04 by Ted Moore. This was due to the amount of rain we were having which required we wait, after starting, for the ground to set back up enough to work it. This surface material needed to be removed as the trench was down at 16+ feet and had to be dug in two tiers. The well was drilled, beginning on 9/15/04 and completed on 9/17/04. Regarding the original well, it was retired by PMCM during the installation of the storm drain. His field notes are attached. Regarding the original septic, it was retired by Alaska Diversified Contractors. A letter, as well as a pumping receipt, are attached. General Contractors • P.O. Box 369 • Girdwood, Alaska 99587 • (907) 783-2367 • Fax (907) 783-2813 M & J inc., d.b.a. EE/CC eecc@alaska.net Please let me know your decision on the notice -of -violation. Feel free to contact me at your convene if more information is needed. M a IN ., .b.a. EEICC�, aloh . Brodin, President RWB:bjb enclosures Municipality of Anchorage Aw Department of Health and Human Services 825 OC Street P.O. Box 196650 Anchorage, Alaska 99519-6650 Rick Mystrom http:ttwww.danchorage.ak.us Mayor Permit Number: WSW 030389 Date of Issue: 9-23-03 Parcel Identification Number: 011-112-42 Date Started: 9-15-04 Date Completed: 9-17-04 Is well located at approved permit location? ® Yes ❑ No Ugal Description: Binaman Tract 2 Property Owner Name & Address: Michael & Michele Robuck 429 W 4h Ave. Ancnoraye, AtaSKa vvwi-zjuz Borehole Data: Soil Type, Thickness & Water Strata Depth (ft) From To Method of Drilling ® air rotary ❑ cable tool Casing type: steel stick-up 0 2 Wall Thickness: .250 inches silt 2 14 Diameter: 5 inches Depth: 200 feet silty sand 14 81 Liner Type: Gay 81 133 Diameter. inches Depth: feet Casing stickup above ground: 2 feet gravelly 133 190 Static water level (from ground level): 169 feet silty water sand &grave! 190 205 Pumping level: 260 feet after 2 hours pumping 50 gpm Recovery Rate: 50 gpm Method of Testing:is r lift Well Intake Opening Type: ❑ Open End ❑ Open Hole ® Screened Start 200 feet Stopped 205 feet ❑ Perforations Start feet Stopped feet Grout Type: bentonite it 8 Volume: l Depth: Start 0 feet Stopped? feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: chlorine tablets Comments: SS.100Johnson screen. Well Driller. Alpine Dolling & Enterprises PO Box 110496 Anchorage Alaska 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property 6.....0 J�•IL..L .11 ____ �J. _111.. -. -L. n...- .l li. JJ. O ��........ P. .. 'J.!. /M J !. ._� .' Ftb 28 05 10:35a PMCM,Inc. 907-349-2787 PMCM, Inc. Point MacKenzie Construction & Management, Inc. 8507 LaViento Dr. Anchorage, Alaska 99515-1917 (907) 349-2107 Fax (907) 349-2787 Telefax Transmittal Sheet Date: 'Z-Z$—dS Number Of Pages (including transmittal) To: _ • r Firm:A cc. Fax Number:_ From: Message: Matter: Oell 0A, P.1 I 9 F!eb 28 05 10:35a PMCM,Inc. 907-349-2787 P.2 f CIA I Point MacKenzie Construction and Management (907)349-2107 Ip !K� DAILY REPORT NAMEe1C 1\� NCi� DATE r�ar� :ocAnoN ,roe._ FOREMAN APPROVED MM - mm FOREMAN APPROVED .#4 Alaska Diversified Contractors, LLC P. O. Box 771291 Eagle River, AK 99577 Phone. 696-1007 Cell. 440-9007 Fax 696-1023 Date: Project Location Contact: Re: March 7, 2005 Robuck House Demolition Ralph Brodin — EWCC Fine Home, Inc. House Demolition/Septic Tank Decommission MEMO To Whom It May Concern: ADC demolished the previously -existing house at 7725 Wandering Drive. We hauled associated construction debris to the municipal land fill and paid refuse fees in its entirety. We decommissioned in its entirety the existing septic system, Including the leach field. ADC had Northland Pumping Service pump and back- flush the system several times. The tank was concrete. After it was pumped and back -flushed, we removed the top and proceeded to pump any remaining visible contaminants. We then crushed the remaining concrete to complete the in-place decommission. Sincerely, John McCormick, Owner Alaska Diversified Contractors, LLC . 'ON 3NOHd INC. 'bCi k. 140th Aven:te rl1C:ri..r;.;,:. ALASKA '191!6 (407) 344.7145 BILLTO: Alku1>:ywil.d Y.J. Bu 77391 F4c wm. A.R 199577.1291 7 -t -M '7131 W04 AVVNP.10\ of SzpA.c 4 tiw 0.00 0.00 0.00 250.00 52:0.00 hd WdL£:SO S00Z 40 '-,EW : 'ON 34OHd 1NM OI0>1H : WWJ , 7x:1-01-2004 1132 CML t ENVIRONW-NTAL ENGINEERING • ENERGY CONSERVATION a ANALYSIS THEODORE F. MOORE, P.E. PH: (907) 345.13S5 September 30, 2004 Ralph Brodin, EE/CC P.O. Box 369 Girdwood, AK 99587 By FAX: 783-2813 Dear Ralph: P.01 14530 ECHO ST. ANCHORAGE, ALASKA 99516 meeive v- -d There am a number of issues pertaining to the construction of the Robuck's septic system that need to be clarified at this time. My most serious concern is that the wastewater discharge line from the house is significantly deeper than anticipated in the septic design. Fortunately, as you know, the most suitable soils for soil absorption system construction are found below 10 feet. The MOA approved design that I drew up over a year ago is sized for a 6 -bedroom residence and calls for a 73 -foot long soil absorption trench with 6 feet of effective gravel between 10.5 and 16.5 feet below ground level. While little remains on the site by way of reference to the original ground level; however based on measurements that I made yesterday at the project site, it appears that even by holding to extremely tight slope tolerances, the invert of the distribution pipe will have to be at least 11.5 feet below ground level. This reduces the effective gravel depth to 5 fat, so the length of the trench would have to be increased to 88 feet to maintain the same effective absorption area You may remember that the original design was slightly oversized, so a 75 -foot trench length with 5 feet of effective gravel would actually meet the minimum requirements for a 6 -bedroom residence. I am aware that the temporary living quarters over the garage are no longer part of the plan; so the actual bedroom rating is only 4, which requires a proportionally shorter trench. Unless I am rold otherwise I will assume you wish to construct the 88 foot trench to maintain the original absorption area of-Y4s- While you have approved reducing the septic tank size to,12""gallons, which is standard for a 4 -bedroom residence, we both felt that it would be prudent to keep the absorption system oversized in order to enhance its longevity. Please let Keith know tfyou do definitely prefer to install J26t ::gallon tank —.11000 --yes. Because of the extreme burial depth necessary for the septic tank, even the smaller 1250 -gallon tank will have to be fabricated out of 3/16" steel instead of the normal 12 -gage or 10 -gage. This will have to be specially ordered by Keith, but the thicker steel should also enhance the longevity of the tank. The house has been reconfigured since my design was prepared, but in general the changes have not adversely affected the placement of the septic field, except for the unexpected depth of the sewer line. The configuration of the temporary turnaround has also been changed somewhat, which does have more of an impact on the septic trench. There no longer appears to be room for a replacement trench to be constructed between my test hole #2 and the temporary turnaround, as shown on the design. This is not too serious a problem, as a replacement system could probably be configured differently, and the need for that is hopefully far off. U -1 -VI -d164 11:32 P. 02 Of more serious concern is the fact that construction of the temporary turnaround and stockpiling of earth material has resulted in the creation of a depression encompassing the general arta of the planned soil absorption system. The monitor tube for test hole # 1 is completely obscured by dirt, and runoff from the surrounding material during the recent rains has completely tilled the monitor tube for test hole 92 with silty soil and water. While I do not believe this water is indicative of a shallow groundwater level, it will be necessary to verify this fact by digging another hole in conjunction with the construction of the system. In addition to my normal septic system construction inspection fee of $700, there will be approximately 5500 extra engineering cost associated with this additional test hole and the numerous septic system changes that have arisen to date. Because the soil absorption system will be so deep and is overlain by very silty material, it will be extremely important to avoid contamination of the receiving sand by silty runoff. Thus, the trench excavation should be done during a period of dry weather and after the surface material has somewhat dried out. Whether such conditions will be encountered again this fall is unknown. Although the Municipal receptionist told me that the septic permit would have to be renewed at a cost of $460, I understand from your office that she told you differently. I will proceed on the assumption that no additional Municipal fee is required unless they demand it at the time I phone in the tunes of the required inspections. Please give me a call if you wish to discuss any of the above. Ted Moore cc Keith Jenkins 243-8644 m Municipality of -Anchorage P.U. [ka VXX M) • Anehumgc, .tht%1ut $W519 -WA) • Telephone (!XM St&N M 0 h 017) 333-&_1X1 37W 6rngmc Simi • Anchomgc,Aln+ka VRI mm.nnmLorg ,llayor .11urk Begich Buildin Safety March 3, 2005 t,`ny Division Flattop Technical Services 14530 Echo Street Anchorage, Alaska 99516 RE: NOTICE -OF -VIOLATION On -Site Wastewater Disposal System / Water Supply Permit Number SW030389. Legal Description: Sandy Beach, Lot 2A (formerly Bingman, Tract B-2) Parcel ID: 011-11244 (formerly 011-11242) Dear Mr. Ted Moore, On September 23, 2003, a permit was issued by this office for the construction of an on-site wastewater disposal system and a water supply well on the subject property. This permit expired on September 22, 2004. In December 2004, an On -Site Wastewater Disposal System and Well Inspection Report was submitted to this office by you. This Inspection Report indicates that the on-site wastewater disposal system was installed on October 26, 2004, approximately one month after the permit expired. This is a violation of the Anchorage Municipal Code (AMC) 15.65.030 A. This code citation states in part, "A person may not install or modify an on-site wastewater disposal system, earth privy or vault privy without a permit from the department, except for simple repairs such as piping or moving parts repairs. A separate permit is required for each installation or modification." This letter will serve as your "notice of violation" of the above stated code citation. If this compliance matter is not resolved within 30 days of receipt of this letter, you will be issued a Complaint of Municipal Code l solation. If you have questions regarding this letter, please contact me at 343-7904. Tu lie _ P ieare be cs.dver ect -HU f /tie anc(6r/y,7 Sincerely, prc.nlre(r) 4,eh,n0t your er11V 41116A alre ,-„CoercClt =- Cronnuf*+cr frit rcryon iG w%ron i*C �or^�it /►ry�,E_1-- —`�1' WAt ,t JueGQ, nor' Me cen/+'acfor'wh6 ,rvl'a/I.C( Julie Makela, P.E. )*e syth�+, Pmrt*ermov, a vaGe! pe,w„f Civil Engineer lI e(,.[ <nu f of tAe t,m a ',fie eu r frac ler On -Site Water & Wastewater Program b e an h: y 1 .e.ph6 syjh,., prem cc.o.k; Af%, r'ecerv,n/ a ^01161 Ai ^ ya.tr office Me! IAS 7C-., •/ :f uai aGoo1 fc 'lre, !fie bd dc%r• ol,si ca// yGcee and war iv/p/ 1�+G1 $,w�C e SP/,fic cons 'Iruc ><96n Wprk /iGd e/reuocy Lvrpcn nc �e....;f reni6spr triol i7erKt ary . Ouv i� /fie uwan /hc 1/!o/&/ oecc4r1'enrr of heap J w, y rales fy Gve^ 8'�0�' rpin !e//.np ,n f�c 3o dGyl�rICICVIn Sepfem 3 er -1 2 ✓ Community, Security, Prosperity rpt 1nd/.tl/er hod fo de/a�. �e ac/caa/ !-rene'a ho/%w, trreacior�}c,,, kn/S'/ S, %p fGn cfl/tUnf p(r/Io/ ous` So OJ .!i ari0 ie( oY Con liom,o chow ode Me Sd,� et iro- /row rfftahcn,. J Municipality of P.O. box 196650 • Anchorage, Alaska 9951MMO • Telephone (907) SM&901 • Pax (007) M8200 47001)ragaw Strcel • Anchorage, Alaska 99.507 Alayor Alark Begich March 3, 2005 Flattop Technical Services 14530 Echo Street Anchorage, Alaska 99516 axw.munl.org Buil(ling Safcty Division RE: NOTICE -OF -VIOLATION On -Site Wastewater Disposal System I Water Supply Permit Number SW030389 Legal Description: Sandy Beach, Lot 2A (formerly Bingman, Tract 13-2) Parcel ID: 011-11244 (formerly 011-11242) Dear Mr. Ted Moore, On September 23, 2003, a permit was issued by this office for the construction of an on-site wastewater disposal system and a water supply well on the subject property. This permit expired on September 22, 2004. In December 2004; an On -Site Wastewater Disposal System and Well Inspection Report was submitted to this office by you. This Inspection Report indicates that the on-site wastewater disposal system was installed on October 26, 2004, approximately one month after the permit expired. This is a violation of the Anchorage Municipal Code (AMC) 15.65.030 A. This code citation states in part, "A person may not install or modify an on-site wastewater disposal system, earth privy or vault privy without a'permit from the department, except for simple repairs such as piping or moving parts repairs. A separate ; permit is required for each installation or modification." This letter will serve as your "notice of violation" of the above stated code citation. If this compliance matter is not resolved within 30 days of receipt of this letter, you will -be issued a Complaint of Municipal Code l iolatloii. If you have questions regarding this letter, please contact me at 343-7904. Sincerely, Julie Makela, P.E. Civil Engineer II On -Site Water & Wastewater Pro Conzinulllty, Security, Prosperity U.S. Postal Service,. Ln: CERTIFIED MAIL,. RECEIPT Ln S(Dompilft U&II onty No insurance coverage Provided) m OFFICIAL USE 0 r` C3 C;@r0W Fee C3 C3 Ream RecdW Fes P Here O (EMwee-WA Ram+adl 11ae C3 Reeelctod DeN" Fes V7 (Enoorwr nequmd) 1� C3 Tow o........ a c... C 1 C3 Flattop Technical Services N 36 14530 Echo Street Anchorage, AK 99516 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY • Complete items 1, 2, and 3. Also oanpbts A urs Item 4 If Restricted Delivery Is decked. 0 Ager t ■ Print your name and address on the reverse .Q -/L_ / ` cC �^ 0 Aadm so that we can return the card to you. • Attach this card to the beck of the mailpis e, B. Receh ed by (Printed Nene) C. Date of Des or on the Mont if space permits. �—f 1. Article Addressed to: D• Is deKery add em dMerent from Mem 11 0 Yes N YES, enter delivery address below. 0 No Flattop Technical Services 14530 Echo Street _ Anchorage, AK 99516 3. Service Type I 0 Certified aid 0 Express Mad 0 Mghtered 0 Return Reow for Merchandise 0 Insured Med 0 C.O.D. 4. Restricted Delivery? (Erna Fee) t7 Yee 2. Article feflhtimber 7004 0750 0000 7036 1455 f ?rmrs/er edn servlrn Ina PS Form 3811, February 2004 - Dom..tk Ream R.cW 102595o2�1540 Municipality ofAnchorage r°• _` &Y P.O. Box 196650 • Anchorage, Alaska 99519,6650 • Telephone ('907) 343.8301 • pac (907) 3 -8200 ` 0 0700 Brapw Street • Anchorage, Alaska 99507 Dlayor Mark Begich axw•muN.org March 3, 2005 Building Safety Division Kincaid & Sons Construction Co., Inc. P.O. Box 110303 Anchorage, Alaska 99511 RE: NOTICE -OF -VIOLATION On -Site Wastewater Disposal System / Water Supply Permit Number SW030389 Legal Description: Sandy Beach, Lot 2A (formerly Bingman, Tract B-2) Parcel ID: 011-11244 (formerly 011-11242) Dear Mr. Keith Jenkins, On September 23, 2003, a permit was issued by this office for the construction of an on-site wastewater disposal system and a water supply well on the subject property. This permit expired on September 22, 2004. In December 2W4,'an On -Site Wastewater Disposal System and Well Inspection Report was submitted to this office by Mr. Ted Moore of Flattop Technical Services. This Inspection Report indicates that the onsite wastewater disposal system was installed on October 26, 2004, approximately one month after the permit expired. This is a violation of the Anchorage Municipal Code (AMC) 15.65.030 A. This code citation states in part, "A person may not install or modify an on-site wastewater disposal system, earth privy or vault privy without a permit from the department, except for simple repairs such as piping or moving parts repairs.. A separate`, permit is required for each installation or modification." This letter will serve as your "notice of violation". of the above stated code citation. If this — compliance matter is not resolved within 30 days 'of receipt of this letter, you will be issued a — Complaint of Municipal Code Violation. If you have questions regarding this letter, please contact me at 343-7904. Sincerely, Julie Makela, P.E. Civil Engineer I1 On -Site Water & Wastewater Progr Community, Security, Prosperity S S •' rn OFFICIAL USE Poe" S C3 0 o«vnw F« C3 Paeenax O FMuqec4= Mara C3 ns:t:2DaIA'ary Fee Ln (Enaorwnwt flequvea) M1 C3 T. . - S o Kincaid & Sons Construction, Co M1 b4 P.O. Box 110303 Anchorage, AK 99511 ■ Complete Items 1.2. and 3. Abo comPlets Hem 4 H Restricted Delivery is desMed. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the beck of the mailplars. or on the front H space perm ts. 1. Article AEdlswd to 1Kincaid & Sons Construction Co. I P.O. Box :110303 1Anchorage, AK 99511 i. F' A- Signature X B. R.O& ed by (PMW Name) D. Is dd wy ad6ar datarant H YES, enter tk*vwy adds 11 3. Service Type D Certified Mas D Express Mail D Regbtwed D Return Receipt for Mercherxf4e D Insured Mai; D C.O.D. 4. Restricted DNWery7 (Exha Fee) D Yea 2'Article "p "be t) 1 fasa9 lrtl �1 1iI 700410750 10000 7036 1448 I -. (frerrsM from eerNce .. p PS Form 3811, February 2004 Domawk Realm Receipt IMSV M -M-15401 Municipality ofAnchorager.�°• ° L` P.O. rkAx 196G50 • Anchorage, Alaska 99519-GG50 • Telephone (907) M-&101 • Pay (J(Yl) Si.'i&.'(l0 LLLE° 4700 Dragon• Street • Anchorage, Alaska 99507 u�.munl.org Mayor Mark Begich March 3, 2005 Building Safety Division . Michael and Michele Robuck 429 West a Avenue Anchorage, Alaska 99501 RE: NOTICE -OF -VIOLATION On -Site Wastewater Disposal System / Water Supply Permit Number SW030389 Legal Description: Sandy Beach, Lot 2A (formerly Bingman, Tract B-2) Parcel ID: 011-11244 (formerly 011-11242) Dear Mr. and Mrs. Robuck, On September 23, 2003, a permit was issued by this office for the construction of an on-site wastewater disposal system and a water supply well on the subject property. This permit expired on September 22, 2004. In December 2004; an On -Site Wastewater Disposal System and Well Inspection Report was submitted to this office by Mr. Ted Moore of Flattop Technical Services. This Inspection Report indicates that the on-site wastewater disposal system was installed on October 26, 2004, approximately one month after the permit expired. This is a violation of the Anchorage Municipal Code (AMC) 15.65.030 A. This code citation states in part, "A person may not install or modify an on-site wastewater disposal system, earth privy or vault privy without a permit from the department, except, for simple repairs such as piping or moving parts repairs.:,.A separatepermit is required for each installation or modification." c This letter will serve as your "notice 'of violation" of the above stated code citation. If this compliance matter is not resolved within 30 days of receipt of this letter, you will be issued a Complaint of Municipal Code Violation. If you have questions regarding this letter, please contact me at 343-7904. Sincerely, U , Julie Makela, P.E. Civil Engineer II On -Site Water & Wastewater Program Community, Security, Prosperity U.S. Postal Service.. i N CERTIFIED MAIL. RECEIPT a m OFFICiIA1L. USE p N postaps f C3 Cortlned Fw C3 Pruner C3 Realm Redept Fes Npe C3 tFlMorw R -wk- ) C3 Reeb:g 'er YFea V1 ( +Reayb) M1 C) T�.....`_..._� C S •• p Michele & Michele Robuck N xd 429 W. 4th Avenue a.: Z Ancho'rage, AK 99501 ■ Complete Nems 1.2. and 3. Also conplste Nem 4 N Restricted DeNvery is dsWmd. to Print your nems and address on the reverse so that we can reium the tend to You. ■ Attach this card to the beck of the mNlp1906. or on the front If space permft- 1. Article Addreeead to Michael & Michele Robuck 429 W. 4th Avenue Anchorage, AK 99501 A. 0 Agent B. =Z.7 ) I C. Date of I D. is d*mry ed&w d0WWt ham Nem 17 0 Yee N YES. enter doNvery address betow: 0 No 3. Service Type 0 Certifrtl Matt 0 Express Kw 0 Registered 0 Return Receipt for Merchendee 0 insured Mail 0 C.O.D. 4. Raetdcted DsNvery7 (Exna Fee) 2. A„(NIdeans�Nu iservece" I; W7004 075011300017036 1462 PS Form 3811. February 2004 ' _�- Donregb Ratum Receipt 0 Yee 102595-W4*1540 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.muni.orglonsite (907)343-7904 ON-SITE SEWERIWELL SUBMITTAL COMMENT SHEET To: Flattop Engineering Services Legal description: Sandy Beach, Lot 2A (formerly Bingman SID. Tract B-2) 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. 1.) Septic system was installed without a permit: 2.) Please Name of reviewer. Julie Makela. P.E. Date: 2/4/2005 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Renewal Date Issued: Apr 12, 2005 Expiration Date: Apr 12, 2006 Permit Number: SW050076 Parcel ID: 011-112-44 Legal Description: SANDY BEACH SUBDIVISION LOT 2A Design Engineer: 0019 Flattop Technical Services Site Address: NHN WANDERING DRIVE Comer Name: MICHAEL & MICHELE ROBUCK Lot Size: 68639 SO. FT. Owner Address: 429 W 4TH AVE Total Bedrooms: 6 Permit Bedrooms: 6 ANCHORAGE. A 99501 - This permit is for the construction of: ❑✓ Disposal Field [?] Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements 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: ��yv Date: ~/ /7j/If5' 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 PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. n I I — 11 r;' — 44y Permit Number SW Property owner(s) Ic Ms.0"NA—_6AN +_r)&:=� Day phone ZD Mailing address 44a9 1�) (A� 'AJgr Zip Code 019 ,1 Site address Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size LA�i ltk'�OI Acre Sq.Ft. THIS APPLICATION IS FOR: Code Number of Bedrooms 10 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 owner or authorized agent) Permit/Rush Fees: °} JN4" 00 Waiver Fees: Date of Payment: —TI t2/C0Kj)5 Date of Payment: Receipt Number. 1410cm Receipt Number. (Rev. 09104) 0 co � $ 8 r 8 C C .. e F ~ ti 'titi N N � N mom ' � o�•o o h :+oT N •• ^Y dO mw C� ANO L M � ~ � = ; a •i M ^ r O v OM O i qp� m N 5 u s o � V N O � ^ Y � O Y •a c p V � C5 o a U U 47' I 4J -. 0' Mayor Mark Begich DZtuiicipality of Anchorage 1'.U. Ikix 19(;650 • Anchorage, Alaska 5)!)519-('iG,9ll • Telephone (W)7) 333.8.`401 • Fac (W7) 343.82(X) 47(X) Bmgaw S)rcct • Anchomgc, Alaska 99.107 August 16, 2004 Michael & Michele Robuck 429 W. 40' Avenue Anchorage, AK 99501-2302 umw'.munl.org Bull(llng Safety Dhision Subject: On -Site Water and/or Wastewater Permit. Permit Number: SW030389 Legal Description: Bingman Tract B-2 Dear Mr. & Mrs. Robuck: An On -Site Water/Wastewater Permit, number SW030389, issued by this office for a single-family system, will expire on September 22, 2004. This permit was valid for 365 calendar days. If this .vas a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A new permit for a second year may be issued for a fee of $115.00 if the renewal application is received on or before the expiration date of the original permit. When applying for anew permit, the fees are: $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, bQ �,%� tr�� / I��W Y� Daniel J. Roth Program Manager On -Site Water and Wastewater Program Enc: Copy of permit Community, ty, Security, Prosperity MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW030389 Legal Description: jBingman Tract B-2 / Design Engineer: 0019 Flattop Technical Services Owner Name: Michael & Michele Robuck Owner Address: 429 W. 4th Avenue Anchorage . AK 99501-2302 Date Issued: Sep 23, 2003 Expiration Date: Sep 22, 2004 Parcel ID: 011-112-42 Site Address: Unknown Lot Size: 67557 SO. FT. Total Bedrooms: 6 Permit Bedrooms: 6 This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage All construction must be In accordance with: 1. The attached approved design. 2. All requirements 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. 5. The following special provisions. THIS PERMIT LEGAL WILL CHANGE TO SANDY BEACH SUBDK%ION-LOT_W Received By. Issued By. Date: $` G ait T Date: 2 O 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 Parcell.D. oll — IIT —q?__ Permit NumberSW030389 Propertyowner(s) h[cAe el � fise ele Roriuck Day phone Mailing. address (1) H 29 w. W r" k' -O n u Mailing address (2) nc%o�a / K - Zip Code 91S -a/ —z3oz ror6se Legal description (Lot, Block & Sub'd.) Ao r< 2 /},_Ser#moi 8-fac.4 Legal description (Section, Township & Range) pT Lot Size l!J_ ��5AcreSq.Ft. Number of Bedrooms G THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well [ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool © Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: yGot--o a Ssb Waiver Fees: Date of Payment: 9 /1V /e9 T Date of Payment: Receipt Number: 1 Z� C, k_ Receipt Number: (Rev. 12100) F 1�, � IT 0 PTE CH NI GA'. L- /'9.. •.. - L�e,wC. �,»1..,,.;l:.i::1J,Y., r.....,.,.,a•e.-:::�sa • ,:r�;. <<�.: MM & ENVIRONA,ENTAL ENGINEERLYG • ENERGY CONSERVATION & ANALYSIS THEODORE F. MOORE, P.E. PH: (907) 345-1355 September 16, 2003 M.O.A. DSD P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: 14530 ECHO ST. ANCHORAGE, ALASKA 99516 The purpose of this letter is to provide the required design narrative in support of our application for a permit to construct wastewater disposal facilities on Lot 2A, Sandy Beach S/D, located at 7725 Wandering Drive. Soils logs, perc test results, a site plan, design drawings and specifications are . enclosed for your review. Note. The preliminary plat creating Lot 2A of Sandy Beach SID was recently approved by the Municipal Platting Board. The previous legal description of the portion of the lot where the septic system will be constructed was Tract B-2, Bingman SID. The proposed system will be constructed in the vicinity of test hole # 1. As can be seen from the soil log, the native material between 9.5' and 21' below ground level is a fine sand with a measured perc rate of 2 minutes per inch. Using the soil application rate of 1.2 gpd/sq.ft. specified in the wastewater ordinance, this proposed 6 -bedroom residence requires a total absorption area of (6x150)/1.2 = 750 square feet. The proposed 73 -foot long trench design with 6.0 feet of effective gravel has a total absorption area of 876 square feet. The topography of the lot in the area of proposed construction is generally level and includes approximately 1.5 feet of fill material over the original ground. Because the soils above 9.5 to 10.5 feet are a damp silt, the soil absorption trench will have to be constructed at an unusually deep depth. In order to keep the trench to a reasonable length, I have designed it to have an effective gravel depth of 6:0 feet, which puts the bottom of the trench at 16.5 feet. With considerable effort we were able to get the monitor tube for test hole #1 down to a depth of 21 feet where we found consistent sand and no water. As I discussed with Dan Roth, two additional test holes were drilled nearby by Golder Associates last May at a location between the proposed septic site and Sand Lake as shown on the site plan. To assess groundwater, I also checked the monitor tubes for both of these test holes and found them to be dry down to 25 -feet below ground level. The ground level at those test holes is a few feet lower than at the proposed septic site and the holes extend to a depth considerably below the water elevation in Sand Lake. Dan concurred that these test holes adequately demonstrate the absence of groundwater within 6 feet of the bottom of the proposed system. The proposed project will have no significant impact on present or future water supply and wastewater disposal systems serving adjacent properties, nor will it have any significant impact on reserved space -surface and subsurface, or on drainage. Please give me a call at 345-1355 if you have any questions on this submittal. Sincerely, J1 "u-'+1 Ted Moore, P.E. __ _.r - ------- ----- -----x_- - �S �{2_S_Y L. UNSUBDIVIDED S S • MIN _t{ S3fS { {_________S • • • • • i •StD--- WANDERING DRIVE WELL SITE IIII((.{A.2 f (IIII/I� --YJiluiLii' /IIIIIIIA S { �Y 11 ILII•._. �v...- } / • • •IIIIIIIII !IIIIIIII• i i IIIIIIIr, • • 1 •�IIIII���II IIII y l l • II%IIII. � IIIIi?-----------• III • � • 1 IIIII�� •v ---I r I/ IIIIIII%Ia • � IIII/IIII •' • • '(IIIIIIIIII%. . 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(IIII/III/I� IIiI/I (IIIIIIIIII IIIII/III/I • • IIIIIIIIII/ I� III/IIIIIII IIII/./,II//II/. %%%IIIIIII �• II/III/IACCESSEASEMENT IIIIIII/II IIIIIIIIII II/IIIIIII !II,I,/,II/II DEED LOT UNSUBDIVIDED I OF • • • PROPOSED • SEPTIC SYSTEM SITE PLAN I FLATTOP1 FEET •1•MooRf t 1 ECHO STREET DRAWN :• ANCI • 1 1 7 I NOTE: NOT A SURVEYED PLAT. ALL LOCATIONS •APPROXIMATE. C.O. (SPACED LESS THAN 75) 4" DIA. D-3034 LINE FROM GARAGE C.O. 4" D-3034 2000 -GALLON � SEPTIC TANKI DBL. C.O.- STUB OUT FOR FUTURE O 4" DIA. F-810 PERF. PIPE �..A•. CONNECTION TO NEW RESIDENCE M.T. C.O. 73 � I PLAN VIEW SCALE: 1" =10' MONITOR TUBE LEANOUT MOUND BACKFILL 6" RIGINAL GROUND r ...............i...� s ,..........." ;F![O�OxE F. A:OORE ; d. 16.5 "". CE -35c9 �; FILTER FABRIC74. ••., .� "DIA. F-810 PERF. PIPE 6.5 6 "!''>' 12"-212"SEWER GRAVEL BOTTOM OF EXCAVATION -'I`- LOT 2A SANDY BEACH S/D SEPTIC SYSTEM INSTALLATION CROSS-SECTION "A - All PLAN AND CROSS-SECTION SCALE: 1" = 5' FLATTOP TECHNICAL SERVICES SCALE: AS SIIOWN 14530 ECHO STREET DRAWN BY: TFM ANCI IORAGE. AK. 99516 SEPTEMBER, 2003 FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 TEST HOLE # 1 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: _ Lot 2A. Sandy BeachS/D DATE PERFORMED: _September 4,2003, PERFORMED FOR: Mike 8 Michelle Robuck DEPTI" (feet)ML Silty fill material and organics 8 junk I- PL 2- 3- 4- 5- ML Fine brown sandy silt Damp, sticky, sidewalls smear 6- 7- 8- 9- �aq.C. ^•.'�q C� Jr Cir; P nr c.,. X,o0a2 .15 ;Q -r SITE PLAN 0% . 15% 20-[M 21 B.H. PERCOLATION RATE _2,(minuteslnch) PERC HOLE DIAMETER 6 TEST RUN BETWEEN__j0,5_FTAND 11.0—FT COMMENTS: The groundwater monitor tube for Golder_TH._# G03.206, -drilled 5/14/03 between this test hole and Sand Lake was dry.to a depth _of 25'. below ground level when checked on 9/4/03 PERFORMED BY FLATTOP TECHNICAL SERVICES. I?a-...L_ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Pq Clock Net Time Percometer Net Drop Date Reading Time (minutes) Reading pnches) 9/4 Presoak 27318 _,_12"_ 12" Resoak 27 3/8 Start_ 11:33:45 233/8 411 11:38:45 5 19 0/16 4318_ Add water 11:39:25 233/8 #2 11:44:25 191/18 Add water 11_45 33 3/8 #3 11:50 191/8 4 I 20-[M 21 B.H. PERCOLATION RATE _2,(minuteslnch) PERC HOLE DIAMETER 6 TEST RUN BETWEEN__j0,5_FTAND 11.0—FT COMMENTS: The groundwater monitor tube for Golder_TH._# G03.206, -drilled 5/14/03 between this test hole and Sand Lake was dry.to a depth _of 25'. below ground level when checked on 9/4/03 PERFORMED BY FLATTOP TECHNICAL SERVICES. I?a-...L_ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Pq FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 TEST HOLE # 2 SOILS LOG — PERCOLATION TEST LEGAL DESCRIPTION: —Lot 2A,.Sandy Beach SID. DATE PERFORMED: September 4,_2003_ PERFORMED FOR: Mike -& Michelle Robuck DEPTI (feet) ML Silty fill material and organics I- PL 2- 3- 4- ML Fine brown sandy silt 5- Damp, sticky, sidewalls smear 6- 7- 8- 9- 10- Depth to Groundwater Date 11- No groundwater9!4/03 Monitor tube dry9/11/03_ LO r�.r �rC ,C•. r ° tri.: p cTa itti .k , 9( t 1r ; �= =t .......... SITE PLAN 0% 15% Data I Reading Clock Net Time Percometer Net Drop Time (minutes) Reading (inches) 20 I PERCOLATION RATE (minuteshnch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS: Test hole dug to confine continuity of deep stratum of fine sand. See log for test hole if1 " test results. The 25 -foot deep groundwater monitor tube for Golder TH tl G03-206, drilled 5/14/03, was dry when checked on 9/4/03 PERFORMED BY FLATTOP TECHNICAL SERVICES. I_Ztt 'Y CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: / � 16 /0-1? T-7attop 7echnicafServices 14530 Echo Street, Anchorage, AX 99516 Thone (907) 345-13S5 Lot 2A, Sandy Beach S/D 7725 Wandering Drive Wastewater disposal system installation Specifications 1.0 General: 1.1 The scope of the project consists of abandonment of an existing septic system and installation of a 2000 -gallon septic tank that discharges effluent into a 73 -foot long soil absorption trench containing a total of 6.5 feet of sewer gravel. 1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor deviations from these drawings may be allowed or required by the engineer conducting the inspections. All construction procedures and material specifications shall conform to Municipal and State requirements. All separation distances shall be in conformance with Municipal requirements, unless specifically waived. 1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around any buried utilities. 1.4 The contractor shall provide adequate cover material and rough grading over all system components to ensure that proper drainage is achieved after settlement and that there are no residual depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas. 1.5 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading after the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by the construction. 2.0 Septic Tank: 2.1 The existing septic tanks and seepage pits must be properly abandoned by thoroughly pumping, removing the top and backfilling with soil. This work shall occur at the time the existing residence is reconstructed. 2.2 The new 2000 -gallon, 2 compartment septic tank shall be Municipally approved and shall be set level on undisturbed soil. It shall be fabricated of 3/16" gage steel to allow a burial depth of up to 10 feet. Each compartment shall be equipped with a watertight manhole cover and a 4" cleanout. If the tank is buried less than 4 feet, it shall be insulated with 2 inches of approved burial type, rigid insulation. 2.3 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The waste line from the residence to the septic tank shall have a minimum slope of 1/4"' per foot, and the waste line between the tank and the soil absorption system shall have a minimum slope of 1/8" per foot. A cleanout shall be installed 1 - 4 feet from the building foundation, and a double cleanout shall be installed within 5 feet downstream of the septic tank. 3.0 Soil absorption system: 3.1 The soil absorption system shall be constructed by excavating a 73 -foot long trench to a depth of 16.5 feet below present ground level. The long axis of the excavation shall parallel an existing contour of the land. 3.2 The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked to allow proper infiltration. Sand for leveling or serving as filter material shall comply with Municipal specifications. 3.3 A minimum of 6.5 feet of approved sewer gravel shall be placed in the bottom of the excavation with the perforated distribution pipes laid level such that the pipe inverts are no less than 6.0 feet above the bottom of the sewer gravel. Sewer gravel shall be 0.5" - 2.5" screened gravel. 3.4 Monitor tubes and cleanout pipes shall be of 4" diameter and installed in the locations shown on the design drawings. The portion of the monitor tube extending through the sewer gravel shall be perforated. 3.5 Approved filter fabric shall be placed over the entire top surface of the sewer gravel. A minimum of 2 feet of soil cover is to be placed over the filter fabric. . 3.6 The top surface of the cover material shall be raised a minimum of 6 inches higher than the surrounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. Fill slopes shall be no steeper than 3:1. 3.7 Unless specifically agreed otherwise the homeowner shall be responsible for arranging to have the site finish graded after the backfill material has stabilized, and for placement of adequate topsoil and seed to promote rapid revegetation of all areas disturbed by the construction. 4.0 Inspections: 4.1 A total of 4 engineering inspections will be required during the course of the project: (1) initial stakeout with the contractor to establish the location of the system and to discuss the plans, specifications and construction procedures, (2) after the native material has been excavated to expose the infiltrative surface to ensure that it is level and at the right elevation, and conforms with the soil test information, (3) after the sewer gravel is in place and the distribution pipes have been laid and connected up to the septic tank, but prior to placement of insulation or filter fabric, and (4) after rough backfill and grading is complete. The septic tank requires one inspection after it is set level and the piping connected, but prior to backfill. This inspection may be incorporated with any of the above inspections. 4.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in advance to ensure the availability of the engineer. PP -\ Municipality of Anchorage 1�leea se ---77 Development Services Department Building Safety Division `e; On -Site Water and Wastewater Program 4700 Bragaw Street SAI T. 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. COSA# CP06-l Expiration Date: ? 4q 40 1. GENERAL INFORMATION Complete legal description Lo f- 2iT_ Sao -43e ceueb, S /.p Location (site address) J" Current Propertyowner(s) ntchael k"IeAde ge6uck Dayphone "/0 7b? -2367 Mailing address Lending agency Mailing address Real Estate Agent Mailing Address 29 w y �'` Av�.+� i 11. rcharay� hk 99so/ W. X. Day phone Day phone Unless otherwise requested, COSA will be held by DSD for pickup. Pl ea/e Cul/ Carp Irn Co '7,9_r -2Z67 w4on G�'A rrAoly ,{v, /vick—V 2. NUMBER OF BEDROOMS: G 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ Individual On-site ❑ Individual Holding Tank ❑ Community On-site ❑ 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 Onsite 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. l 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 Ffaf /cn Technic,./ JC if c/ Phone Address_ S-30 zFcAg Can�,ol, Rot. �4,, { 94s-r� Engineer's Printed Name )--+eo c(are f /-+core Date Nov 3a, _&ev 5. DSD SIGNATURE "k T4EODORE F. YOORE � Ji _�' Approved for bedrooms. ' >,.•,.,o 3sevAll Disapproved. `��"z r:' d•ap Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory X Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report . Other BY Original Certificate Date: I UV (Rev IIJOS� L/ Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: / .&f 2 BS_ ctt� 8 ec cti S /.D Parcel ID: O [ l — r r z -Y 1 6 A. WELL DATA Well type -n-4. Date completed 9/1 7/oy Total depth ZvS ft. Date of test Static water level Well production If A. B, or C provide PWSID # Sanitary seal (Y/N) Y Cased to 200 ft. FROM WELL LOG y/17/Oy 169 ft. WATER SAMPLE RESULTS: .5'0 g.p.m. Coliform colonies/100 mL Nitrate <0@ / mg/L Arsenic: -L8---' ppb date of sample: It 19 /06' B. SEPTIC/HOLDING TANK DATA Tank Type/Material Selo h c / S / •o / Well Log (Y/N) Y Wires properly protected (Y/N) Y Casing height (above ground) 1,8 n. AT INSPECTION N. A. (Necu r„<11— house V wt- bc/�f AnOX.4'.0t) ft. Other bacteria io!:)_ colonies/100 mL Collected by: F/o T.ch S0c Date installed 10 / 26 / 0 Tank size 21/00 gal. Number of Compartments 2 Cleanouts(Y/N) Y Foundation cleanout (Y/N) 'r' Depression over tank (Y/N) N High water alarm (Y/N) Al. A. Date of pumping N• A. C N ewi Pumper N. d. C. ABSORPTION FIELD DATA Date installed _LO/ 26/0Y Soil rating (g.p.d.M2 or f?/bdrm) 1.2 rz System type Trenc4 Length 99 ft. Width 2.S ft. Gravel below pipe J-.0 ft. Total depth I ig. I ft. Eff. absorption area s 94o ft2 Monitoring tube Y Depression over field Al Date of adequacy test P.A. i Naw) Results (Pass/Fail) POW For, bedrooms Fluid depth in absorption field before test _ Q_ in. Water added gal. New depth— in. Elapsed Time: O min. Final fluid depth O in. Absorption rate >= 906 g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date N• A D. LIFT STATION N• A+ Date installed Size in gallons Manhole/Access (Y/N) "Pump on' level at _ in. "Pump off" level at _ in. High water alarm level at in. Datum Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 1 8 Y On adjacent lots too r Absorption field on lot los-, On adjacent lots 100 • Public sewer main IV - +• Public sewer manhole/cleanout N• A, Sewer /septic service line 7!> ZZ" Holding tank N. A. Animal containment areas Ili. A• Manure/animal excrete storage areas N. A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 'LS' Property line 10' Absorption field 3S Water main N.A. Water service line > t U ' Surface water > 1616 1 Wells on adjacent lots 7 100 ' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line '8406 Building foundation tS , Water main N• A-. Water Service line > 10 ' Surface water > 166 ' Driveway, parking/vehicle storage 7 10 ' Curtain drain None Wells on adjacent lots > 100 F. COMMENTS ��� r�acci �„t�,/thC anG! �lru;� 2udy �� o�c.,p►ncy Lgpf o(ecer-ghc-n G.ot 2A -)0 4,P ZQ G. ENGINEER'S CERTIFICATION ,r'L4 L:.. I certify that I have determined through field inspections andCy f.i •% review of Municipal records that the above systems are in F V,; t: G w 6 t . ....................� conformance with MOA COSA guidelines in effect on this date. TI f - Engineers Printed Name CCZ - 3 t !' CE 3549 � ,:'• 'F'Date NoLlem hu,- 30. 2Gt7G ;,.••� it�p� r; COSA Fee $ .S "i o Waiver Fee $ Date of Payment t I l ?a 140tr Date of Payment Receipt Number. Receipt Number (Rev. 11105) Q SCS Ref.N 1066754002 Client Name Flattop Technical Srv. Project Name/p Water Samples Client Sample ID Lot 2A Sandy Beach hlatrix Drinking Water P%%SID 0 All DatesfTimes are Alaska Standard Time Printed DateMme 11/20/2006 16:48 Collected Datdl'ime 11/09/2006 16:15 Received Datc/Iime 11/09/2006 17:04 Technical Director Stephen C. Ede Samplc Remarks: Allowable Prep Amlysis Parameter Results PQL Units Medal Container ID Limits Date Date Init Metals by ICP/MS Arsenic 18.1 • 5.00 ug/L EP200.8 C (<10) 11/14/0611/17/06 TK Waters Department Nitrate -N ND 0.100 mg/L EPA 353.2 D (<10) 11/10/06 ALR Microbiology Laboratory Total Coliform 0 eol/IOOmL S%1209222D A (<1) IU09/06 DPT Please inform the client if OB count exceeds 10. Thank you ' 200W. POTTER DRIVE ANCHORAGE. ALASKA 69518 ICES Tet 907-M-23/3 - • Fax 907.•861-6301 Drinking Water Analysis Report for Total Coliform Bacteria' . READ lNiTRUDTIONS ON REVERSE EIDE BEFORE COLLECTING SAMPLE . MUST BE COMPLETED ❑ PUBLIC WATER SYSTEM we 5PRIKATE WATER SYSTEM ® Sand Ra.u%s ❑ Sand Mot= mans BBoCteriotoalCPIWater m '. Seri In ADEC ' • MMO,4WQ (PIA) RESULTS: SAMPLE COLLECTION: ' Date: II G9 Z (i Laaeon: M Transported . to Lae er: ER Same as CDteGor Other. ILS SAMPLE TYPE I*Rd No. ' 1066754 l .:,. BRout{be ❑ Treated.Water 0 Repeat Sample Untreated Water (reforto lab no. ' : d ❑ SpeeialPurpose : TO BE COMPLETED BY LABORATORY SamDte Receiving; oo Date: % KJ6❑ aanwa e..r oro lsom aa; ❑ RUSH SAMPLE; ReNlb mry W ureltlN ' Time: Temp: CAAdo as Norvwahw Phone #: Delivery Method %a Blends L°r'Sa' . Fax is ReCeNed .. • ................. ................................................................................................... . - BBoCteriotoalCPIWater Analysis Record: '. Seri In ADEC ' • MMO,4WQ (PIA) RESULTS: ANC FBK Analysis Began:' Q 1 I'- 1.00 17 Q• Notal Comomr Dah/ilme• . Analyst ECot . Sent to Client Analytical Method: MEMBRANE FILTER RESULT& Phoned Q Felted Q Dinel Count CcloniealnoomL Daternme • Membrane Filter Vednutbrr. s adu: MMO•MUG (P/A) ]...o+.sLTB• "�BCB ' I9 $atlsfactory Ec: / ❑ . Unsatisfactory �' ' Uo ( TNTO •rw ■wsw aew.a Reported By: .0 Date/rime:�� J( ore-ow..a.o.ne BlpYre Faun t FW- 0053 12/17/03 14..x.\n I.WrNX] 11JFYTFr1q.aC1aa4•.+nr'M F..ww . ]1]M M- ' Municipality of Anchorage am—wrils (Department of Health and Human Services Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 August 13, 1991 Tobben Spurkland, P.E. 6751 W. Dimond Boulevard Anchorage, Alaska 99502-3904 Re: Undocumented Well and Wastewater Disposal System Lot 3 Sandy Beach Dear Mr. Spurkland: In response to your July 23 letter pertaining to the subject lot, this office conducted a field inspection of the existing on-site water and wastewater disposal systems. Based on our inspection and a review of available file information we offer the following comments: 1. The record indicates that the house on the subject. lot was constructed in 1965 and it is assumed that the original wastewater disposal system was constructed at the same time. It appears athat ably consisted cribthe originalstem the addition of two concrete leaching pits. Then -the system was apparently modified again by the addition of a deep trench. 2. Your drawing indicates that the deep.,trench is "L" shaped. Given that there are no records of this system being installed, we question how you were able to determine the location and alignment of the trench. Does the owner have records documenting the installation of this system? If so, these documents should be forwarded to this office, 3. On July 31 we measured water levels in the concrete seepage pits and the log crib at a depth of 5.5 Ft. below ground surface. It would appear that this high water level is either due to groundwater encroachment or sidewall plugging of the soils adjacent to the crib and seepage pits x10 system comp81-.'_ _..,.a 1 separation requirements, _ _,iced that the components were placed in service p,._Ii to implementation of the above referenced regulations. If this documentation cannot be provided, then the encroaching systems must either be relocated or a separation distance waiver obtained from this office. Sincerely, Gzct - tiL hn Smith, P.E. rogram Manager, On-site Services Municipality ol Anchorage rl� K Department of Health and Human Serviceslh� 825 "L" Street Tom Fink, Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 November 14, 1991 Tobben Spurkland, P. E. 203 West 15th Avenue #206 Anchorage, Alaska 99501 Subject: Lot 3 Sandy Beach Subdivision Waiver Request WR910047 Dear Mr. Spurkland: This office has reviewed the subject waiver request. Based on our review, the waiver request is denied. From your site plan dated July 23, 1991, your waiver application dated September 25, 1991 and based on several site visits by this office, it appears that the following waivers may be required: 1. Well on Lot 3 to the septic tank on Lot 3. 2. Well on Lot 3 to the undocumented and unpermitted trench absorption field on Lot 3. 3. Well on Lot 3 to the concrete crib on Lot 3. 4. Well on Lot 3 to the log crib on Lot 3 unless it is to be abandoned. 5. Well on Lot 3 to the undocumented and unpermitted septic tank and crib(s) on Lot 4. 6. The septic tank on Lot 3 to Sand Lake. 7. The concrete crib(s) on Lot 3 to Sand Lake. 8. The log crib on Lot 3 to Sand Lake unless it is to be abandoned. 9. The undocumented and unpermitted trench absorption field on Lot 3 to Sand Lake. 10. Possibly the absorption trench on Lot 3 to the well on Lot 2 depending on the well location on Lot 2. Your waiver application did not specify which of the above waivers you are seeking. In addition, no separation distances were provided between any of the above referenced components. Each separation distance deficiency must be specified in the waiver application. Municipality ®f AnchorageDmoil Department of Health and Human Services 825 "L" Street Tom Fina, Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 July 23, 1992 Tobben Spurkland, P. E. 203 West 15th Avenue #206 Anchorage, Alaska 99501 Subject: Lot 3 Sandy Beach Subdivision, Waiver Application Dear Mr. Spurkland: This will continue correspondence regarding the captioned subject ending with your letter dated July 13, 1992. This office is making a concentrated effort to grant the waivers required on this lot thereby eliminating or at least minimizing the financial impact on the owner. Before we can render any positive decision, there must be additional data provided by you or another professional engineer. This additional data is as follows: 1. Locate well on Lot 4 and determine setbacks from the well to all portions of the septic system on Lot 3. 2, Determine (by actual field measurements) the exact setback distance between the existing well on Lot 3 and all portions of the septic system on Lot 4. 3. If any of the setback distances in #2 above are less than 50 feet, relocate the well on Lot 3 to the extreme northern corner of Lot 3. 4. Abandon the log crib (in an approved manner) on Lot 3. 5. verify that the septic tank (on Lot 3) is concrete and confirm its integrity. 6. In order to consider the continued use of the existing UNDOCUMENTED trench and the concrete seepage pit(s), the following items must be confirmed: a. Trench total depth at both ends. b. Relative surface elevations of both ends so as to determine if the trench is level. C. Determine if there is one or two concrete cribs, and if there are two, indicate how they are connected and tied into the trench. Tobben Spurkland, P. E. July 23, 1992 Page Two d. Determine the total depth of the cribs and the relative surface elevation. e. Install two permanent water monitoring tubes (one near the east property line and one near the west property line) approximately half way between the trench and cribs and the lake shore line. f. Determine (from water table information available from the two above described monitoring tubes) if the trench and/or cribs are installed into groundwater. If the data and information availed from the above is such that the well does not need to be relocated and that the existing absorption system is in compliance, the necessary waivers and Health Authority Approval would probably be issued with the proviso that permanent monitoring tubes be installed between the absorption systems and the lake shore. The owner would be required to have a third party (acceptable to DHHS) collect samples once every four (4) months and have them tested for fecal coliform by a state certified lab. If and/or when the fecal coliform count exceeded 20 colonies per 100 M1, the waivers would be negated and remedial action would need to be initiated immediately. If there are further questions, please call our office at 343-4744. Sip.cerely, Robert W. Robinson Civil Engineer On-site Services RWR/ljm 140 670HON LYD,. AHCUOR, AHE,ALA SKAYYY04 PON H8'5M� Municipa|ity of Anchorage July 1Z, 1992 Division of Environmentul Health Department of Health anJ Social Services 820 l Streot Anchnrage, �iaska 99501 5ubject� DR. Day Waiver ap!)|icat. ion Lot 3 Sandy Beach Gentlemen� Per your discussi�n I have located the shore linu o+ 6and Lake with respect to Dr Days residence. 7he attached site plan shows the shore line as it was memclsured on July 12, 1992, and the associate foot set back. A og the well to t1s far north corner of the lot wil| not give suffzcient area to the south to safuly install a new septic systemi As a very minimum, a ten font offset from L!If.: buil6e re- quired, father refusing the available area. The only possible arrangement I can sce is to relocate the well to at locatznil n COO to the lake and insta11ing a septic system in the north triangu' lar area of t1 an lot This may be pussioil e` but the cost will bu prohibitive Not ooly must the wel1 and the septic system be red, but the houss plumbing must also be rerouted to exit the north mi fire of the 1Du11ding. [he septic the house (Al tank/lif� station will be between 15 and 20 feet deep, ma/ntain - in� safe sidoslopes of Lhe excavation may not be possible, As Inention earlier, Dr. Day's situation is shared by several reside�ts al�ng Sand Lake. )he proper long term solution is to provide public sewer, grant waivers with proper monoring of the systems, and informing the residents thst up qradinO of the present systems are not possible. Tobben Spurkland, P.E. August 13, 1991 Page Two 4. Your letter appears to conclude that these systems should be "grandfathered" because..."In 1965 there was no established separation distance between septic systems and groundwater, bedrock...." Please be advised that 18AAC72.025(b)(1)(D)(i) prohibits the installation and use of a system which does not meet these vertical separation distances. Therefore, regardless of when a system was installed, it can not be allowed to operate unless these vertical separation distances are satisfied. This office will not "grandfather" or waive these separation requirements. 5. Since July, 1968, GAAB regulations required a minimum 50 Ft. horizontal separation between a wastewater disposal system and surface water. Since May, 1969, Alaska State Wastewater Disposal Regulations have required a minimum 100 Ft. horizontal separation between a wastewater disposal system and a private domestic water well. Since October, 1973, Alaska State Wastewater Disposal Regulations have required a minimum 100 Ft. horizontal separation between a wastewater disposal system and surface water. In order to approve the continued operation of any of the subject wastewater system components that do not meet these horizontal separation requirements, it must be documented that the components were placed in service prior to implementation of the above referenced regulations. If this documentation cannot be provided, then the encroaching systems must either be relocated or a separation distance waiver obtained from this office. Sincerely, G�iGc ��Z hn Smith, P.E. rogram Manager, On-site Services I\POSSIBL E N i RESIDENCE i I ® se ank \ LOT 4 Lor 3 c ib RI J?00 \ I �I �I 3 . I I \ RESIDENCE \ 00,00 I 1 ll PTIC TANK 10 0 ® 06.6 \ TRENCH MT CC CRE CRIBS 155 TD 10' 10 p L CRIB 11' TD 1 3, 7 \108.8 sSAND o4,7 cI LAKE ? IS 0 15 30 45 60 75 90 ELEV \ ELcV Q 100,00 SCALE; 1' = 30FT, TOBBEN SPURKLAND P.E. LOT 3 AND PARTS OF LOT SEPTIC SYSTEM DESIGN 6751 W. DIMOND BLVD. DATE JUL Y 23, 1991 AN �i. AK, 99502-3904 �crLgq_S SANDY BEACH SHEET, 1/1 GRID, wee®� all /7— 157 �.A&11-1, 0" em j k4 , 412 A/6 17-16 ? Aq gzc- 6, -11*15 MA .0, J it'll C4 Municipality of Anchorage Der Department of Health and Human Services Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 November 14, 1991 Tobben Spurkland, P. E. 203 West 15th Avenue #206 Anchorage, Alaska 99501 Subject: Lot 3 Sandy Beach Subdivision Waiver Request WR910047 Dear Mr. Spurkland: This office has reviewed the subject waiver request, Based on our review, the waiver request is denied. From your site plan dated July 23, 1991, your waiver application dated September 25, 1991 and based on several site visits by this office, it appears that the following waivers may be required: 1. Well on Lot 3 to the septic tank on Lot 3. 2. Well on Lot 3 to the undocumented and unpermitted trench absorption field on Lot 3. 3. Well on Lot 3 to the concrete crib on Lot 3. 4. Well on Lot 3 to the log crib on Lot 3 unless it is to be abandoned. 5. Well on Lot 3 to the undocumented and unpermitted septic tank and crib(s) on Lot 4. 6. The septic tank on Lot 3 to Sand Lake. 7. The concrete crib(s) on Lot 3 to Sand Lake. 8. The log crib on Lot 3 to Sand Lake unless it is to be abandoned. 9. The undocumented and unpermitted trench absorption field on Lot 3 to Sand Lake. 10. Possibly the absorption trench on Lot 3 to the well on Lot 2 depending on the well location on Lot 2. Your waiver application did not specify which of the above waivers you are seeking. In addition, no separation distances were provided between any of the above referenced components. Each separation distance deficiency must be specified in the waiver application. Tobben Spurkl.and, P. E. November .14, 1991 Page Two Additional information is required before this office can further evaluate the waiver request or take action on any Health Authority Approval for this property. The following additional information and data must be provided: 1. Absorption trench: a. When installed and by whom. b. The total depth of the trench and the depth of gravel below the perforated pipe. C. A soil percolation test or wastewater application rate for the absorbing soil stratum. 2. Septic tank: a. How the septic tank is tied into the log crib. b. How the septic tank is tied into the concrete crib. 3. Concrete crib: a Total depth of both cribs. b. How the cribs are tied together. C. How the crib(s) are tied into the absorption trench. 4. Water monitoring: a. Provide relative elevations of the standing water levels in the trench, concrete cribs, log crib and the water level of Sand Lake. b. Provide a ground water monitoring tube near the southeastern end of the trench between the trench and Sand Lake. In view of the fact that much of the existing absorption system is less than 50 Ft. from Sand Lake it is questionable whether waivers to the lake can be granted. The Alaska Department of Environmental Conservation has issued guidelines on granting waivers to surface waters within the Municipality of Anchorage. These guidelines specify "...that within the metropolitan Anchorage area waivers should generally not be granted to lakes and streams." Based on our review of available information, it appears that the on-site wastewater disposal system was constructed without benefit of being permitted by this office. It is very doubtful that construction of this system, at its current location, would have been approved at the time it was installed. It would certainly not be permitted for construction under current regulations. Tobben Spurkland, P. E. November 14, 1991 Page Two We recognize that the subject lot is relatively small and that it may not be possible to construct a system in a location that meets all separation distance requirements. However, before issuing any waivers, the possibility of constructing a new system must be evaluated. This office is prepared to work with you and your client in an effort to resolve the existing separation distance problems. Sincerely, Smith P.E. ehn ogram Manager, On-site Services cc: Robert W. Robinson, Civil Engineer, DHHS K 1-:7 H.-121 RNW1 10 9 1 1 ~ 6751N.0UOUDORD, AUCHDkAG[/AiASKA99502~39O4 (907) 249-5095 Municipality of Anchorage sion of Environmental Health Department of 10e13101, and Social Services B20 I Street Anchorage, Alaska 99501 Subject: Lot 3 Sandy Beach Waiver Request WR 910047 Gentlemen; May 19, 1992 �y y [� [�[y-���K� ��� MAY 20l00n MVUiopa|,!yofAnch UePi ��u|(h&Human-�~,ji~ av/wooG With reference to your letter of November 14, 1991 we offer the following: 1. Well on Lot 3 to septic tank on Lot 3 Separation distance 75 feet. No waiver required, both L} well and septic tank installed prior to 1973. 2. Well on Lot 3 to absorption trench. / }N�/�"/ Separation distance 75 feet. Waiver required 3. Woll on Lot 3 to concrete cribs on Lot 3. / Separation distance 91 feet. No waiver required. Well and cribs installed in 1965. 4. Log crib wi)l be abandoned »1� 5. Well on lot 3 to septic system on lot \ No waiver reVuired Septic system installed in 1958 / 6. Seotic tank on Lot 3 to Sand Lake . � Separat�on distance 55 feet. No waiver required. Tank / installed prior to 1973. , 7. Concrete cribs to Sand Lake. Separation distance 45 feetiver required. stalled prior to 1973. ' 8. Log crib will be abandoned. />^' /i 9. Trench to Sand Lake. ' Separ�tion distance 50 feet. Waiver regujred. 10. Lot 2 is a vacant lot, owned and used by the owner of l t 1 more than 100 feet distant from the compo- 11ents of the septic system on lot 3. ~ ' Waivm'Reqoe;tY|V0N7 May 19,l992 Page 21 \� Specific questions regarding septic system components: Absorption trench. ��a. Trench was installed by Dr. Day in 1982 ���� bTrench is 40+ feet long with 4 feet of^rock , . v v Total depth varies from 10 feet to 15 feet. c. Absorption raLe for the receiving soil is 1,2 gal. r ft. T is b gD1�^` � pe ' Septic tank. \� &` a. Septic tank is not ti�d to log crib, see attached tank is tied to concrete crib. Dr. Day iIi- cates one crib, the two standpipes are of same depth and � identical water depth The physical location of the two ^ pipes does not make sense. --- Concrete cribs. n a. Both standpipes are ten feet deep, with 2 inches more or less stick up. Water depth in both are 42 inches. 4 Monitoring. Relative elevations were obtained on May 21, 1992. `� Concrete slab was used for TBM with assumed elevation of Tl Lake Surface 87.8 Water level in tank OR �\ Water level in concrete cribs 88.8 Water level in log crib 88.8 0� Trench monitor was dry. 84.5 L) ound water monitor was installed botween lake and the south easterly end of the trench on August 14, 1991. This monitor was 16 feet deep, reaching an elevation of 77 feet, almost 11 feet below the lake surface. As stated in my letter of September 25, 1991, water was observed during drilling, the hole did not NO I) collapse ~ indicating no hydrostatic pressure in the This monitor was monitored for three weeks. No ' water was observed /he attached sketch shows the configuration of the sever- ` al septic system components and the location of the / testhnles that has been drilled. that this information will give us a startin� point from which we can resolve the separation distance `! problems from this lot. �� / '^�~� ��� *�� � � l hi . ~ » » ` � r \ \ -�\ - ------ \ � \ i\+-�'/ \--'- /\\ \ /Y � � »/� \ ,.... _. ,._� I � _._ ,, �. ;, "i `f., 1. u WR# WR910047 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-site Services Section Waiver Review Worksheet PII)# 011-112-24 HA# Permit # Date Received: September_ 27, 1991 Legal Description: Lot 2andy Beach Subdivision _ Engineer: Tobben Spurkland, P. E. 203 West 15th Avenue #205 Anchorage, Alaska 99502-3904 Applicant: William Day Waiver Requested: private well to sematic tank- ???: private well _ to drainfield ????; septic system to surface water (he offered no distances in his letter) _ Criteria: 1. Geology: Points: Note: CAMA says A. Water Table vacant land with no B. Soil Sorption information. C. Permeability �e D. Water Table Gradient E. Horizontal Separation _ GQyLkli F 2. Special Conditions: 3. Other: Waiver is Granted: _ Waiver is NOT Granted: _ List Conditions or Reasons for. above/: _ ,C'Y'G' i ^,�1.✓r,i1r/ /i%J Lirec . lIu 11.E -J i' Date: h) b !� / / Rec #: 23110/8506 Amount: $ 590.00 Date Paid: Sept 27, 1991 Municipality ®f Anchorage Department of Health and Human Services dhr1S Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 August 13, 1991 Tobben Spurkland, P.E. 6751 W. Dimond Boulevard Anchorage, Alaska 99502-3904 Re: Undocumented Well and Wastewater Disposal System Lot 3 Sandy Beach Dear Mr. Spurkland: In response to your July 23 letter pertaining to the subject lot, this office conducted a field inspection of the existing on-site water and wastewater disposal systems. Based on our inspection and a review of available file information we offer the following comments: 1. The record indicates that the house on the subject lot was constructed in 1965 and it is assumed that the original wastewater disposal system was constructed at the same time. It appears that the original system probably consisted of a log crib and was later modified by the addition of two concrete leaching pits. Then the system was apparently modified again by the addition of a deep trench. 2. Your drawing indicates that the deep trench is "L" shaped. Given that there are no records of this system being installed, we question how you were able to determine the location and alignment of the trench. Does the owner have records documenting the installation of this system? If so, these documents should be forwarded to this office. 3. On July 31 we measured water levels in the concrete seepage pits and the log crib at a depth of 5.5 Ft. below ground surface. It would appear that this high water level is either due to groundwater encroachment or sidewall plugging of the soils adjacent to the crib and seepage pits Tobben Spurkland, P.E. August 13, 1991 Page Two 4. Your letter appears to conclude that these systems should be "grandfathered" because..."In 1965 there was no established separation distance between septic systems and groundwater, bedrock...." Please be advised that 18AAC72.025(b)(1)(D)(i) prohibits the installation and use of a system which does not meet these vertical separation distances. Therefore, regardless of when a system was installed, it can not be allowed to operate unless these vertical separation distances are satisfied. This office will not "grandfather" or waive these separation requirements. 5. Since July, 1968, GAAB regulations required a minimum 50 Ft. horizontal separation between a wastewater disposal. system and surface water. Since May, 1.969, Alaska State Wastewater Disposal Regulations have required a minimum 100 Ft. horizontal separation between a wastewater disposal system and a private domestic water wel.l. Since October, 1973, Alaska State Wastewater Disposal. Regulations have required a minimum 100 Ft. horizontal separation between a wastewater disposal system and surface water. In order to approve the continued operation of any of the subject wastewater system components that do not meet these horizontal separation requirements, it must be documented that the components were placed in service prior to implementation of the above referenced regulations. If this documentation cannot be provided, then the encroaching systems must either be relocated or a separation distance waiver obtained from this office. Sincerely, hn Smith, P.E. rogram Manager, On-site Services Ze-174e�,- 1IV,1c4ae-/ C�,s�eY» CS O ,r6 7�1 , IV611 �C)/�L ��t S ✓` -- acs l `�j S s F(��aY ) IV log _3 ✓� /.�� _. //I -- /7t, Al o `rw, , 0'1 X71 _ ��/ 1.7-1J .-t o cYJcc��+�e rfiav�a� we 6/ ®y ,Psyr 4744v.- r,s �r�ri7l,1�l12 5 w i �L19 n �Gvrr i n // ted' 7Z, a',- c� 7'�44 o f � �.--�/l`i 11 ((/r'-' �L-(.�V/1�/r')!,/ ��!//; �I'i% /G-���%:::(/ �/'-� ( i:'�, J/� (�/.!F'.• .fF'`J, 7-�' fve// C�JJ �_�'! !':� /f/O 7/✓�%is._. %n /�:-'. •��J �,1� _ A 111-0 �" G>`lr�zf'�r� ::fDYJ2-� GJcACYi',�rJ7«� yf f .' 1'fJ LC1c•� r'l�i7 w� GCS�iiV� /f`c' A W C7 7� 406?lve-4- Oj i GdG.tD��4� vcie/� i JA -1, // / R �.V�`S 46GDr/mc� y� � 4 Olname 7Z,4 zG al elO�j �`�� CG✓/�GLP� i -My'/ /oi7� ri/'� � /�// /�'Mi//l /�'rj.�jr//ly c/'fy�/v ��A�e%rr �j- Gt/4•�C�- �r� %�C (Gt 9v 7`" �AV Yom/ kS A/ �-19 X4 A �. Municipality of Anchorage September 25, 1991 Division of Environmental Health Department of Health and Social Services 820 L ASt t \\~ \\`d ncho�]�] rage, Alaska 99501 �� ` ^° c� / SubJect: REQUEST FOR WAIVER OF SEPARATION DISTANCES FOR PRIVATE WELL TO SEPTIC TANK PRIVATE WELL TO DRAINFIELD SEPTIC SYSTEM TO SURFACE WATER LOT 2 SANDY BEACH In response to your letter of August 13v 1991, we are submitting a request for waivers from the separation distances stated in Titic 18, Alaska Administrative Code, Chapter 80"020" We can not document that all the components of the septic system were installed prior to 1968. It by likely that the concrete cribs and the trench were installed after that year, and thus are in violatJ.on of the required set back distances from Sand Lake. This lot is only 13000 square feet, with the longest side lot line being 195 ft. It is physically impossible to locate a well and a septic system on this lot that will meet the present sepa- ration distances. A holding tank is also out of the question, sJ.nce the same separation distances also apply to a holding tank. In order to determine if ground water was within 4 feet of the bottom of the various components of the septic system, two 6nch test hole s were drilled on June 27, 1991. One hole was adjacent to the log crib9 and the other next to the end of the trench. The first hole was 15 feet deep, the second was 20 feet deep. No water was observed in any of the holes' 4' -inch perforated pipes were inserted in both holes. The annuluses between the pipe and the drilled hole was not backfilled. The testhole by the crib showed moist material below 8 feet. After 7 days the condition of the holes were checked. The 15 feet deep hole showed evidence of surface water entering the hole" The bottom of the hole was filled with silt and there was standing water in the pipe at 8 feet below ground surface. The other hole also showed evidence of surface water entering, but no water was found in the pipe. At this time it was also noted that the cuttings from the first hole had dried and had become very I ard and strongly cemented. This is an indication of a high clay content. On August 14, 1991, a third hole was drill adjacent to the two concrete rings. This hole was 16 feet deep, 4 --inch diameter. No � U �h �� / /' �� ///� ')�/ 7+ T J 9��//9/ ^^�v '' ^ \`./ w �� MUNICIPALITY OFANCHORAGE ENVIRONMENTAL SERVICES DIVISION 203WEST 15TH AV�NU[D0T[2�� ' ��Q �7 �Ag1 ~^' ANCH[0AG[,ALA�AY950`JYV4 �' ',°. (707) 279-3916 ������K����� ���Y�� � � � �� Municipality of Anchorage September 25, 1991 Division of Environmental Health Department of Health and Social Services 820 L ASt t \\~ \\`d ncho�]�] rage, Alaska 99501 �� ` ^° c� / SubJect: REQUEST FOR WAIVER OF SEPARATION DISTANCES FOR PRIVATE WELL TO SEPTIC TANK PRIVATE WELL TO DRAINFIELD SEPTIC SYSTEM TO SURFACE WATER LOT 2 SANDY BEACH In response to your letter of August 13v 1991, we are submitting a request for waivers from the separation distances stated in Titic 18, Alaska Administrative Code, Chapter 80"020" We can not document that all the components of the septic system were installed prior to 1968. It by likely that the concrete cribs and the trench were installed after that year, and thus are in violatJ.on of the required set back distances from Sand Lake. This lot is only 13000 square feet, with the longest side lot line being 195 ft. It is physically impossible to locate a well and a septic system on this lot that will meet the present sepa- ration distances. A holding tank is also out of the question, sJ.nce the same separation distances also apply to a holding tank. In order to determine if ground water was within 4 feet of the bottom of the various components of the septic system, two 6nch test hole s were drilled on June 27, 1991. One hole was adjacent to the log crib9 and the other next to the end of the trench. The first hole was 15 feet deep, the second was 20 feet deep. No water was observed in any of the holes' 4' -inch perforated pipes were inserted in both holes. The annuluses between the pipe and the drilled hole was not backfilled. The testhole by the crib showed moist material below 8 feet. After 7 days the condition of the holes were checked. The 15 feet deep hole showed evidence of surface water entering the hole" The bottom of the hole was filled with silt and there was standing water in the pipe at 8 feet below ground surface. The other hole also showed evidence of surface water entering, but no water was found in the pipe. At this time it was also noted that the cuttings from the first hole had dried and had become very I ard and strongly cemented. This is an indication of a high clay content. On August 14, 1991, a third hole was drill adjacent to the two concrete rings. This hole was 16 feet deep, 4 --inch diameter. No � U �h �� / /' �� ///� ')�/ 7+ T J 9��//9/ ^^�v '' ^ \`./ w �� water was found during drilling. A 2"5 inch pipe was 1nstalled twC.) days after the hole was drilled. There was no water and no collapsed side wall. This hole was monitored for three weeks. No water was observed^ From these observation I can state with a high degree of confi^ dence that groundwater :is not within four feet of the bottom of the concrete cribs and the trench. Ground water may be within four feet of the bottom of the log cri6, Because of that' I have recommen6ed to my client that he fills the log crib with sand. The well and septic system were tested on September 20, 1991.. The test results are enclosed^ Both the well and the septic system operat� satisfactory for a three bedroom house.. I request that a waiver be issued for this property. ` `\ Tobbe� Spurkland I E. ' 0—1� ' 203NEST l5YH.AVENUE SUITE 206 ANCHORAGE, ALASKA Y9502 -3Y04 (907)279~3Y[6 SEPTIC SYSTEM ADEQUACY TEST LEGAL: Lot 2 Sandy Beach LOCATION: 7725 Wandering Drive OWNER: William Day RESIDENCE: Single Family, 3 Bedrooms WELL: Private, On Site [�C/~[/���U� /��i.���[[� SEP 2 7 19-A yWuo/o1pu /(yutAochnrog* Dept. Hom/t'&Human Services SEPTIC SYSTEM: FROM MUNICIPAL RECORDS: Undocumented System TANK: Espinosa Concrete 1000 Gal. ABSORPTION SYSTEM: 2 Concrete Cribs, Log Crib , and a tronch ABSORFTION AREA: Unknown, SOIL RATING: 150 INSTALLATION DATE: 1965 and later DATE OF LAST PUMPING: Anc6. Cess Pool June 11` 1991 DATE OF TEST: 1.95)l TEST PROCEDURE: System was inspected and measured, Tank was found with 3.5 feet of cover and with a liquid level of 36 inch- es, The two concrete cribs were both 8.5 feet deep and contained 55 inches of liquid^ The log crib was 10 feet deep with 77 inches of liquid. Trench sump was 15"5 feet deep and dry. 800 gallons of clean water was added to the concrete cribs at a steady rate of 7 gallons per minute while the water levels in the tank, concrete cribs, log crib, and the trench were moni- tored. The water level in the tank rose 7 inches� in the concrete cribs 15 inches, in the log crib 4 inches and in the trench 20 inches. The absorptioo was monitored for 60 minutes. During this time the water levels dropped 5 inches in the tank, 6 inches in the concrete crib, 7 inches in the log crib , and 7 inches in the trench. The next day all water levels were back to pre test levels. TEST RESULT: This system meets the code requirements of the Health and Social Services Department of the Municipality of Anchorage. NOTE The operational life of all septic systems depends on the I conditions, groundwater levels that may fluctuate during the year, and the water usage of the fami}y being served by the system. These conditions are outside the control of the evaluator of this septic system. We can therefore not give any estimate of how long this system will function satisfactory for current or future occupants. 2 =s= sr OOO CC ➢➢D Q LC. VYA�� Y 02 ;907; 2QKOQT� !• Ora f w V, Mc, 4 j !n HIM if no all 1 I Municipality of Anchorage = DEPARTMENT OF HEALTH & HUMAN SERVICES 82.5 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST (ENGINEER'S SEAL) r' PERFORMED FOR: r `3 DATE PERFO°f�M_ED._ LEGAL DESCRIPTION: >C7.1,=��V�(�t-� Ll-qt,�Township, Range, Section: DEPTH SLOPE SITE PLAN (FEET) 2 f 1 N I� I 3 �( I 4 5-i�ll 6 i Ill - 7 Il V /l.( i 9 1 I[ 10 – ` ` WAS GROUND WATER1 ENCOUNTERED? 15 110 16 16 17 18- 19- 20- COMMENTS 81920COMMENTS — PERFORMED BY PERCOLATION RATE TEST RUN BETWEEN (mmules/mch) PERC HOLE DIAMETER FT AND _ FT CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) s IF YES, AT WHAT 12 I OL DEPTH? -- P E 13Depth I to Water Alter 71 i Monitoring? Dale: r "( 14 I I Reading Date Gross I I Time 15 110 16 16 17 18- 19- 20- COMMENTS 81920COMMENTS — PERFORMED BY PERCOLATION RATE TEST RUN BETWEEN (mmules/mch) PERC HOLE DIAMETER FT AND _ FT CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) t i= z) s Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST PERFORMED FOR: �'Y` �JCheL DATE PERFOTiMED: LEGAL DESCRIPTION:�{, R�, S(i jAC�&, �e.e«Q;(ownship, Range, Section: P H ' ail 2 II I 3 II 4 5 � I 6 7 8 I 9 10- 11 I t 12 —_ 13 1 15 �e .j 16 17 18- 19- 21 81920 COMMENTS SLOPE (ENGINEER'S SEAL) SITE PLAN r o/ I 11 WAS GROUNDWATER ENCOUNTERED? S IF YES, AT WHAT L DEPTH? 0 P E Depth to Water All J Moniloring7 Dale:''�2 i ry Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN (minutes/inch) PERC HOLE DIAMETER FT AND _ FT PERFORMED BY: ICERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) pF- � (�J �s