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Home My WebLink AboutMANN #3 BLK 6 LT 3AMann #2 Block 6 Lot 3 #020-481-1i www.sullivanwaterwells.com Pump Installation Log Well Drilling Permit Number: SW Date of Issue Parcel Identification Number: Legal Description Property Owner Name & Address Mann #3 Block 6 Lot 3A Dave Gwaltney 16241 Saint James Street Anchorage, AK 99516 Pump Installation Date: 4-17-20 Pump Intake Depth Below Top of Well Casing: 180 feet Pump manufacturer’s Name: F&W Pump Model: 4F07P07305S Pump Size: 3/4 hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Installer: Unknown Disinfected Upon Completion? yes no Method of Disinfection: Chlorine 50 PPM Comments: Pitless Manufacturer: Unknown Pump Installers Name: Sullivan Water Wells Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Municipality of Anchorage Page o1 -3— DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 ® Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SVV _� C) -j 7e- PID Number: _ Name:-_ , 7 i /" >! vv_ 1_-7 Wastewater System: 4 New El Upgrade Address: ABSORPTION FIELD Phone: No. of rooms: ❑ Deep Trench r,Shallow Trench ❑ Bed ❑ Mound Other LEGAL DESCRIPTION Soil Rating: Total Depth from oo`rigipal grade: 2-66' ' GPD/S . Ft. - 6J Lot: Block: Subdivision: Depth to pipe bottom from original grade: Gravel depth ,beneath pipe Township: Range: Section: Fill added above original grade: Gravel length: Ft. > " Ft. WELL'' I�New ❑Upgrade Gravel width: r Number of lines: Distance between lines: Ft. Ft. Classification (Private, A_,B,C): Total Depth: Cased To: Total absorption area: Pipe material: V° d �.. Ft. Ft. \ 3 €, 7.` ".; SO. Ft. �3 0 73 Driller: Date Drilled: Static Water Level: Installer: QP\61(-I• (.?;•f ,,..y/<< .. Date installed: , i_!/`)l'• •-' fi/` ,iJ. Ft. Pts. N1 ,;, e. ( `f Yield: Pump Set at: Casing Height Above Ground: 2_ TANK GPM Ft. Ft. SEPARATION DISTANCES ❑Septic ❑Flolding ,R'S.T.E.P. To Septic Absorption Lift Holding Public/Private Manufacturer: / IL / Capacity in gallons: ! t c-) 0 From Tank Field Station Tank Sewer Lines f nc,, , ,2/1 Welty Material: Number of Compartments: Surface JC) �I E c� f N� LIFT STATION Water Lot! }J(7 Size in gallons: Manufacturer: !� {-� �_ % `]` r9. / / ! I (J 7 �.. �, '_jr Line -30( �C) /V {'-l?;,r, i -';.' !,i Foundation / 5 Lj ! f "Pump on" level at: // "Pump off' lev�l_at: Hig water alarm at: Curtain Pump Make & Model Electrical Inspections performed by: Drain Remarks:it: t r i< I 'tri! i ilj l S d� BENCH MARK - .¢.-r`-3{" �J�•QI%'!Z'7 ', ,i�j� �'ii[a<� "1'.�, Location and Description: fq .`!X %I ol�i%<�_!" �C)�' 1- Cb "C C, !y /F'(�'I!i`' ,� /may- , OFF� ri i l% UC.l i 0 JCS, � id (o Ifo c 57 (-7, F7-! t� �- � G t f i1-„fl',ier �[� i.7• .,i pt 4 Assumed Elevation: / l D 0 V ENGINEER'S SEAL gR •�`d o i1 0 ! i Inspections performed by: J `42,f r'Dates: lst-JV^5' q IN rL ��'� •` `- f'� r d e8 � 7v",f 5'c�/2/' ��Y�� t � •til'F.,»�r,. 6%, Department of Heal and Human Services approval tt T it-�; f {, _At ,;,, ��.A`..b Oe[•C�� Reviewed and approved by: Date: 2 29, 9s �� . =p''-"_•�{�_��`` ��U 72-013 (Rev. 9/91) MOA 25 Permit No. r �) Page —of Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 i Anchorage, Alaska 99519-6650 0 Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Legal Description: L 0 T �3 P_-� L_.(; MA 11 1\1 NO L-- PID No.: 5'x Go Re'sia)Ll a 17rte,Inrie -_ _7771 t_ - �. <f-"� o ra i n C.> - I f • c' / d Y'arne —4- /2-V13 A (2/91) MOA 25 �j Permit No. S Aj C?.''' (D <. / `j - Page — e of Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 0 Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Legal Description: — PID No.: • r -- _ Jsoc) ,- �_� 1If ,r Li15_rET I( Air, C.p;,l t f n9 I q x IR Sam cI �'jl+-er. � I l hn !L-UIJH�L/ylf MVH L.'l WcE If James Sizemore & Associates Civil Engineers & Surveyors 6410 Switzerland Drive (907) 345-1572 Mr. Dan Roth Municipality of Anchorage Department of Health & Human Services On -Site Services Reference: Lot 3 Block 6 Mann #2 Anchorage, AK 99516 Feb. 24, 1995 Dear Mr Roth: The following are answers to your Dec. 13th comments on the ISF As Built for this lot. 1. Drain pipe between the house and STEP tank and from the filter box to residual drainfield was ASTM 3034. Residual drainfield pipe was also ASTM 3034. 2. Pump: OSI - 209SC1F-02; 1/2 HP 110 Volt, 20 gpm, single phase. 3. The Electrical Inspection and wiring of controls was by Alcan Electric. 4. The timer was set to recirculate every 30 minutes as per instructions with the controls in the Orenco Kit. 5. A note was placed on the Plan View showing the Air Difffuser pump is located in the crawl space of the house. The 3/4 " Diameter airline was also shown running from the house to the filter box. A drawing was also added showing a plan view of the air diffuser 3/4" pipe was coiled in the boss. A cross section indicatinbng how the pipe was insulated between the house & the box was also shown. Sincerely your , "James F. Sizemore G 7,5o4-711- Permit No. _) W Page 4 of Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 a Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Legal Description: �--t `l._ ;7�) 13L.(, Yl l 4/8 %`' PID No.: A I R SA FV JPPf _y 72-013 A (1/93) Consulting Engineers and Testing A.W. MYufitt COmpa�ny_ 13810 Venus Way • Anchorage, Alaska 99515 Telephone (907) 345-2737 • Fax (907) 345-3264 SIEVE ANALYSIS_ COARSE SIEVE TARE SIZE CUM. WT. % PASSING 4" 3- 2- 1 "2"1 1/2" 1" 3/4" 3/8" 04 O , 010 PAN TOTAL b C) . _ FINE SIEVE TARE SP. GRAVITY A— 8 0.02mm 0.005mm FINAL BLANK READING (C) to 35 79, 4 16 TARE (C) TIME (HOURS MINUTES) 20 TEMP (C) HYDRO READING 30 K GRAIN SIZE DIA. min D 40 ) Z 4 5 z 3. 5 50 HYDRO. WASH 0.5 60 PERMEABILITY 60 SALINITY 100 200 /b 2. PAN TOTAL % WT. UNBURNED + TARE WT. BURNED + TARE NO. TARE % ORGANIC CLIENT: 1M St E PROJECT; PROJECT NO.: BORING:_ urF-f, st )1) SAMPLE: DEPTH:_ _yP DATE RECD: g Z19 If TECH; AW k DATE TESTED: V CLASSIFICATION: (USCS) HYDROMETER ANALYSIS CYLINDER NO. WT.O HYDRO.SAMPLE SP. GRAVITY A— INITIAL BLANK READING (B) 0.02mm 0.005mm FINAL BLANK READING (C) CORRECTED WT.–TIONR CORREC MOISTURE 0.002mm TARE (C) TIME (HOURS MINUTES) NET (T)MIN. TEMP (C) HYDRO READING L K GRAIN SIZE DIA. min D P % OF TOTAL PASSIN ACTUAL CORR (R) HYDRO. WASH 0.5 ATT. PERMEABILITY SALINITY ORGANIC 1 _ 2 5 8 16 27 54 -- -- 240 1440 MOISTURE CONTENT TARE NO. SAMPLE PREPARATION INITIAL BLANK READING (B) WET +TARE (A) FINAL BLANK READING (C) SIEVE DRY +TARE (B) MOISTURE CORRECTION B - C (E) TARE (C) CORRECTED FLASK READING D+E (F) SP. GR. LECHATEUER % MOISTURE " HYDRO. 0,02 SPECIFIC GRAVITY— LECHA_ TEUER WT. OF SAMPLE (A) SAMPLE PREPARATION INITIAL BLANK READING (B) PAN WASH FINAL BLANK READING (C) SIEVE FLASK READING (D) MOISTURE CORRECTION B - C (E) ORGANIC CORRECTED FLASK READING D+E (F) SP. GR. LECHATEUER APP. SP, GR. A F HYDRO. 0,02 CHECK APPROPRIATE SAMPLE PREPARATION PAN WASH SIEVE MOISTURE ORGANIC SP. GR. LECHATEUER HYDRO. 0,02 SP. CR. COARSE HYDRO. 0.002 SP. GR. FINE HYDRO. WASH ATT. PERMEABILITY SALINITY ORGANIC I SPECIFIC GRAVITY OVEN DRY WT. (A) WT. IN H2O (B) APP. Ag FINE FLASK NO. FLASK WT. FL + WET SOIL DRY WT. FL+SOIL+H, TEMP FL +.H20 SP. GRAVITY REMARKS: Gr S ).3 GRAIN SIZE DISTRIBUTION PROJECT James Sizemore & Associates JOB. NO, 94-259.02 LOCATION OF PROJECT Anchorage Filter Sand BORING /TEST PIT NO. N/A SAMPLE NO. 1 Central Paving Products DEPTH OF SAMPLE As delivered by Client TESTED BY AWM DATE OF TESTING 08/22/94 GRAVEL SAND PLATE 11 III III COURSE TO FINE SILT CLAY PENN I MEDIUM sill _ i IN 11 PERCENTAGES 1 lull 1 1 0.1 1 99.6 1 0.3 U.S, sttandardd sieve sizes iry ♦ � N ♦ 8 N iia as a 4( 2( 01 2 o a o d o= Grain diameter, mm SOIL DESCRIPTION Cc= 3.96, Cu= 1.1, 1.5% -#100 sieve. SOIL CLASSIFICATION SAND (SW). Road Sand. AW. Murfitt Gom1w CONSULTING ENGINEERS & TESTING OTHER TESTS PLATE 11 III III 1111 I HIM I 111 PENN I 1111111 IN 11111111 sill i IN 11 IN 1 lull 1 1 111111111111 ni 11111 11 IN 11111 IN 01 2 o a o d o= Grain diameter, mm SOIL DESCRIPTION Cc= 3.96, Cu= 1.1, 1.5% -#100 sieve. SOIL CLASSIFICATION SAND (SW). Road Sand. AW. Murfitt Gom1w CONSULTING ENGINEERS & TESTING OTHER TESTS PLATE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON—SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW930474 DESIGN ENGINEER:JAMES SIZEMOORE & ASSOCIATES OWNER NAME : LYONS REI3ECKAH L OWNER ADDRESS:1,6241 ST JAMES ST ANCHORAGE, ALASKA 99516 PARCEL ID:02005122 .LEGAL DESCRIPTION: MANN #2 BLK 6 LT 3 LOT SIZE: 45000 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 1 DAI''E ISSUED:11/10/93 EXPIRATION DATE:11/10/94 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 OR 343-4681 AFTER BUSINESS HOURS 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAI, PROVISIONS: THE PROPERTY RECEIVED BY ISSUED BY: AGREES TO XHEATTACHED SPECIAL PROVISIONS DATE: , DATE: // — e. ?'? SPECIAL PROVISIONS FOR PERMIT NO. SW930474 The subject permit is for the construction and testing of an innovative intermittent sand filter wastewater disposal system. 1. The property owners will allow the Department of Health and Human Services (DHHS) and its representatives access to the subject property as required during construction and testing of the wastewater system. 2. If the system does not receive final operating approval from DHHS, the property owner agrees to install a holding tank or construct a conventional on-site wastewater disposal system. 3. It is expected that the effluent discharged from the filter will meet or exceed the following parameters: BOD5 10 mg/l TSS 10 mg/1 Nitrate 30 mg/l TKN 10 mg/1 Fecal Coliform 100 to 500 col./100ml It is expected that, as a minimum, 12 sampling events will be required, 1 per month for 12 months. Additional or extended sampling and testing may be required should the system not perform as expected during the 12 month test period. The samples shall be collected by a registered civil engineer approved by the department with a chain of custody maintained throughout the sampling and delivery to a state certified lab for testing. James Sizemore & Associates Civil Engineers & Surveyors 6410 Switzerland Drive Anchorage, AK 99516 (907) 345-1572 27 October 1993 Municipality of Anchorage Department of Health & Human Services On -Site Services Section Attn.: Mr. Dan Roth Dear Dan: Attached are the revised Specifications for the Intermittent Sand Filter System for L3B6 Mann Subdivision. I have made the changes as contained in your October 15 th transmittal and as we discussed on Oct. 25th. The following comments explain what was done with or clarify your Oct. 15th comments. 1.2 Since much of the fill that Mr. Lyons hauled onto the lot containe6 so much silts and fine material,d I selected a location for the residual disposa]_ field and had PTr. Lyons dig a trench thru the fill material to the organic "peat" layer heneath the fill. The trench was filled with a 3/4 inch minus washed gravel. 2.1 The STEP Tank was change to 1500 gallons. 2.4 I intend to confir with you and Orenco as to whether a timer or floats set to dose a preset amount are the best. 3.2 Concur with the comment. Will construct the box 19'-4" by 19'-4" with insulation on the inside. 3.3 Will use Orenco sampler. 3.5 Have specified source, sampling at site. 3.6 Orenco piping will be used. I believe that all your comments have been incorporated into the specifications. I again want emphasize that the intent is to have Por. Lyons order a kit from Orenco, or Anchorag Tank, that contains everything necessary to construct a 19' x 19' intermittent sand filter modified for Alaska conditions. S' cere]_y our ames F, izemo e P.E. James Sizemore & ,Associates Civil Engineers & Surveyors 6410 Switzerland Drive Anchorage, AK 99516 (907) 345-1572 Sept. 7, 1993 Mr. John Smith, Program Manager On -Site Services M.O.A. DHHS P.O. Box 196650 Anchorage, Ak. 99510 Reference L3B6 Diann Subd. Addn. #2 Dear P•1r. Smith: I am writing to request your issuance of a permit to proceed with an innovative disposal system for this lot. Mr Lyons is willing to finance an innovative system in order to occupy the lot. I propose to develope plans for an Orenco Systems Intermittent Sand Filter similar to one of those installed in the MOA Demonstration Projects this year. P -1r. Lyons is aware that a sampling program is required for the first year of operation and will comply with your requirements. I would collect the samples on the schedule required and deliver them to the Lab. Since this lot is located in an area that is zoned for future sewers, I feel that development of this sand filter would be an acceptable solution for an on-site system on this lot. I therefore request your approval for this Innovative type system for this lot, before spending any more time and effort in developing an acceptable on-site system for this lot. q Sincerely 0 s James F. Sizemore P. E. SPECIFICATIONS for Intermittent Dosing Sand Filter System L3B6 Mann Subdivision, Addition No, 2 1.0 Residual Disposal Field: 1.1 A 5 ft. wide x 60 ft. long residual disposal drainfield shall be constructed as shown on the plot plan. 1.2 The level bottom of the residual disposal drainfield shall be placed over the clean gravel plug installed over the organic peat layer. The 4 inch dia. perforated drain pipe shall be buried level in 12 inches of approved sewer rock with the invert of the drain pipe at least 6 inches above the bottom of the sewer gravel. 1.3 The top of the sewer rock shall be covered with approved filter fabric plus 2 inches of rigid, burial type insulation, then backfilled with at least 2 feet of soil cover. 2.0 STEP Tank: 2.1 The septic tank shall be a Municipality approved, 2 - compartment STEP tank with a capacity of 1500 gallons. The second compartment shall be equipped with an Orenco package lift station. Each compartment of the tank shall be equipped with a 4 inch diameter cleanout, and physical access to the second compartment shall be provided by means of a watertight, insulated riser and manhole cover. 2.2 The STEP tank shall be installed in the approximate location shown on the site plan. The tank. shall be insulated with a minimum of 2 inches of approved burial type insulation. 2.3 The 4 inch waste line from the residence shall have a minimum slope of 1/4" per foot. All pipe connections to the tank shall be equipped with waterproof mechanical couplings. 2.4 The on and off floats shall be set at the elevations specified by the supplier. The high level audible and visible alarm shall be installed inside the residence to alert the occupants when the liquid level in the tank rises above the design elevation. 2.5 Municipal Regulations require a valid electrical permit for installation of a lift station pump. It shall be the responsibility of the owner to obtain the necessary permit and Municipal inspection. 3.0 Intermittent Sand Filter: 3.7. Site preparation for the sand filter shall consist of excavation of a 20' x 20 ft. level pad set as deep as possible to allow a gravity discharge into the residual disposal field. The surface of the excavated area shall be leveled by placing and compacting 3 inches of medium sand to achieve a surface leveled within +-/- 1. inch. 3.2 The four foot high sidewalls of the 19'-411x19'-4"sand filter enclosure shall be constructed of 1/2" cdx plywood, with sufficient framing to hold in position during placement of the fillter materials. The walls shall be insulated on the inside with 2" burial type rigid insulation. The space between the plywood and sidewalls of the excavated area shall be filled with sand at the same rate the inside is filled. 3.3 A 30 mil PVC liner, as shown on the drawings shall be placed inside the filter box prior to placement of filter materials. This 30 mil liner should be purchased from "Orenco" A 4" diameter underdrain of slotted ASTM D-30344 pipe shall be laid in the bottom of the filtwer box as shown on the drawings. The 4" diameter discharge line between the sand filter and the residual disposal field shall have a minimum slope of 1/4" per foot and shall be equipped with a "sampling well" purchased from Orenco. 3.4 A 9" thick layer of "Pea Gravel shall be placed in the bottom of the filter liner surrounding the 4" diameterr underdrain. The Pea Gravel shall be a washed material containing no fines ( 0% passing the #100 sieve) and a maximum size of 1/4 inch diameter. 3.5 A 2.8" thick layer of "Concrete Sand"shall be placed on top of the Pea Gravel. The sand used shall be a washed sand and shall meet ASTM C-33 Concrete Sand specifications. It is intended that the builder will purchase this sand from Central Paving Products in Palmer. It is understood that this sand will contain no more than 2 or 3% of material passing the #100 seive, ands that this material will be removed by washing. The permittee will be instructed to have the beds of trucks used for hauling the filter sand washed prior to loading the sand to insure that the sand be kept as clean as possible. A sample will be taken from each load of sand at the job site and this will be sent to a lab for a sieve analysis to insure that sand used in the filter meets these requirements. 3.6 An 8" thick layer of Pea Gravel shall be placed on top of the sand layer. The effluent distribution piping as shown on Orenco Drawing ISF 1919 shall be buried in this pea gravel stratum such that the pipe inverts are no less than 4" above the top of the underlying layer of Sand. The PVC laterals shall have 1/8" diameter orifices drilled in the tops spaced 2' on centers, and shall have Orifice shields installed as shown on the drawings. 3.7 The top of the Pea Gravel stratum shall be flush with the top of the plywood sides of the sand filter enclosure. it shall be covered with Orenco Model LIFF or equivalent filter fabric. Two inches of rigid burial type insulation plus a minimum of 2 feet of soil cover shall then be placed. Side slopes shall be no steeper than 3:1. 3.8 The intent of these Specifications are that a Kit containing all necessary liners, filter fabric, piping lift tank and controls; needed to build a 19' x 19' Intermittent Sand Filter be purchased from Orenco, or their approved local supplier. �• � � %? � S 1 OGclg tT d/ S Posrt � F I EL. D. --- —-- -- (GEi4AJ (j/?19•vEL R4 6� 3E rj O® (.p1 G AN S7EP Tf5'/Vh . A r/MF/Y RE /,v 37r/f LIFT STP9T/vN a/? Ft a19 -%Y PofE 4�t4�'ESE T .4,voa Pr or AFFAe4re 7 aa� 000 zi 3.0 �vTF,1?Z EllT fbNP F14TEiY foo 3.z THS w000 S/O.FW!}LL.S of THA IN S u i t' T'E/J ON i'HF rNS/DR %-O z /A/Sue�170,,v ToQ. fLYu-Doti Qax SHOWA0 Re 0VERS IzC-o r Z �CCD��oP�tTL AOR IA rXUJ#jioly. A( o5cP 19 Pe rA14 dM rue S l -t io4 E/i / r- / i / s N o r p)' Oqe vca. 5'111N0 AlF4P f /10/?k' Ao/sCP, SPT/aev. fF.(,. /9�'L I�INFS /Pig SS ln.G r�(t /04 $'Ie vE /a u (N�9S�(Fp our alum NUT' NOVE 7/1,7.v P� aDrt�c r w ou ca Rc 81:sT To sPe<IPY 7 -HE C m�rrriv.� W ).fF_ RE T/dE iy�Np ( fAl 0,` Ot67- mur-9 (e-rwTR,9l- iWv/a6 /0,e 1N P*4,mrzR) 3. Zt- rl-eF P/PI vb F!3 01Y oOFOEN Co /.s ev'gi ro t? USCD, Fv6lvFcR Mkrf .5WR4K PE19a; "94.j- 9164P s4.j91644 LUSS C/9LCu/ �9'r7rsys! PWNP aR►F�cFs! �T'C. C1:f SPECIFICATIONS for Intermittent Dosing Sand Filter System L3B6 Mann Subdivision, Addition No, 2 1.0 Residual Disposal Field: 1.1 A 5 ft. wide x 60 ft. long residual disposal drainfield shall be constructed as shown on the plot plan. 1.2 The level bottom of the residual disposal drainfield shall be placed over the clean gravel plug installed over the organic peat layer. The 4 inch dia. perforated drain pipe shall be buried level in 12 inches of approved sewer rock with the invert of the drain pipe at least 6 inches above the bottom of the sewer gravel. 1.3 The top of the sewer rock shall be covered with approved filter fabric plus 2 inches of rigid, burial type insulation, then backfilled with at least 2 feet of soil cover. 2.0 STEP Tank: 2.1 The septic tank shall be a Municipality approved, 2 - compartment STEP tank with a capacity of 1250 gallons. The second compartment shall be equipped with an Orenco package 'lift station. Each compartment of the tank shall be equipped with a 4 inch diameter cleanout, and physical access to the second compartment shall be provided by means of a watertight, insulated riser and manhole cover. 2.2 The STEP tank shall be installed in the approximate location shown on the site plan. The tank shall be insulated with a minimum of 2 inches of approved burial type insulation. 2.3 The 4 inch waste line from the residence shall have a minimum slope of 1/4" per foot. All pipe connections to the tank shall be equipped with waterproof mechanical couplings. 2.4 The on and off floats shall be set at the elevations specified by the supplier. The high level audible and visible alarm shall be installed inside the residence to alert the occupants when the liquid level in the tank rises above the design elevation. 2.5 Municipal Regulations require a valid electrical permit for installation of a lift station pump. It shall be the responsibility of the owner to obtain the necessary permit and Municipal inspection. 3.0 Intermittent Sand Filter: 3.1 Site preparation for the sand filter shall consist of excavation of a 20' x 20 ft. level pad set as deep as possible to allow a gravity discharge into the residual disposal field. The surface of the excavated area shall be leveled by placing and compacting 3 inches of medium sand to achieve a surface leveled within +/-- 1 inch. 3.2 The four foot high sidewalls of the 19' s 19' sand filter enclosure shall be constructed of 1/2" cdx plywood, with sufficient framing to hold in position during placement of the fillter materials. The walls shall be insulated on the outside with 2" burial type rigid insulation. The space between the plywood and sidewalls of the excavated area shall be filled with sand at the same rate the inside is filled. 3.3 A 30 mil PVC liner, as shown on the drawings shall be placed inside the filter box prior to placement of filter materials. This 30 mil liner should be purchased from "Orenco" A 4" diameter underdrain of slotted ASTM D-30344 pipe shall be laid in the bottom of the filtwer box as shown on the drawings. The 4" diameter discharge line between the sand filter and the residual disposal field shall have a minimum slope of 1/4" per foot and shall be equipped with a cross fitting ass shown providing a 2 ft. deep capped sump and a 4" riser extending 2 ft. above final grade to allow for subsequent sampling. 3.4 A 9" thick layer of "Pea Gravel shall be placed in the bottom of the filter liner surrounding the 4" diameterr underdrain. The Pea Gravel shall be a washed material containing no fines ( 0% passing the #100 sieve) and a maximum size of 1/4 inch diameter. 3.5 A 28" thick layer of "Concrete Sand"shall be placed on top of the Pea Gravel. The sand used shall be a washed sand and shall meet ASTM C-33 Concrete Sand specifications. 3.6 An 8" thick layer of Pea Gravel shall be placed on top of the sand layer. The effluent distribution piiping as shown on Orenco Drawing ISF 1919 shall be buried in this pea gravel sdtratum such that the pipe inverts are no less than 4" above the top of the underlying layer of Sand. The PVC laterals shall. have 1/8" diameter orifices drilled in the tops spaced 2' on centers, and shall have Orifice shields installed as shown on the drawings. 3.7 The top of the Pea Gravel stratum shall be flush with the top of the plywood sides of the sand filter enclosure. It shall be covered with Orenco Model LIFF or equivalent filter fabric. Two inches of rigid burial type insulation plus a minimum of 2 feet of soil cover shall then be placed. Side slopes shall be no steeper than 3:1. -1, L PvA - mal 4 6, LOT 1 N(2 -v-1 H oo fie - L c) c - Wo 1 -1, L PvA - mal IN roTir M.1- 2826 Calonlal Road Roseburg. 01297470 503 673-0165 p. -..Ig—..+... ORIFICE SHIELD —� 30 MIL PVC LINER 24"—. ^ •03 1/2"DIA.SCH40PICLATERAL / REBAR, locate one of each IV/ 1/8" DIA. ORIFICES SPACED 2' O.C. corner clean-omrt i i 1, 3/4' DIA. CL 200 PVC MANIFOLD `2' DIA. CL 200 PVC FLUSHING LINE i it 4" CLASS 125 SLOTTED PVC PIPE 16nf 1/4' ,vide slots 2412' deep nasi n( 4' O.C. with a radial arru taro) ITHEIIIIIIIII III GRAVITY IS HA 1" Oil 1.1/4' DIA. CLASS 200 PVC TRANSPORT LINE 1' OR 1-1/4' DIA. PVC BOOT The boot flange is Loaded to 30 wit liner El �I I� III' oke I I 2'SLOTTEDPVCI'IPE(eat1/4' wide slots 4' O.C.—anent slots down to drain) 2' DIA. FLUSHING VALVE Iv/8'PVC access riser nasifiberglass cover TOP VIEW 19'x 19' SAND FILTER w/ GRAVITY DISCHARGE drawing � � •, • I ZS76 Colonial Road Roseburg. OR 97470 503 673-0165 1/4—orificeorifice shield w/¢movable plug $ide View Top View I/6" ariGce PVC La[mis 3S /FILTER FABRIC from rhe scyri[ PEA GRAVEl3 dQ lnternLs book {{ 1R"DIA.SCH so PVC LATERALS { I - or 11/4' Di PVC BOOT TFe FILTER SAND: refer b gradation curve -4� i[ Gwrf(angru 6ondcdmnc�30 Snc 4. PVC CAP / PEA GRAVEL bi AND FILTER PERIMETER SUPPORT 4"CLASSIMSLOTTEDPVCMPE FRAME) n" PLYWOOD SHEETS ehe vndmdra+n may be laidJlar 6. PEA GR GRAVEL (/_"ROUND ROCK around under-0nin. 5loyc/I drainage S" u SOIL COVER (SANDY LOAM or � y—_.>urrnt uvymn�stn r��n arj r SAW LEVELING LAYER b 11-30mPPVCHm-.. SIDE VIEW 19'x 19' SAND FILTER w/ GRAVITY DISCHARGE PVCTHREADED CAP. Allou,, :acing fu[uatyressurc avd c5fimafing [tmrting intovali Oymarorzshovld miry a rct[vp :u:tH L&'Fotc15'ajclrar PVC fatyiyc Mars[rcriz vnb c4rtnoul MAL£ADAPTER PVC RISER PVC COUPLING` 6 RADIUS PVC PIPE STAINLESS STEEL BAND comyresc or—,.,rd SEAI.ANTSTRIP \ 4"DLt. PVC SOOT rFe boa[fbrtgeis Iandrd ro rFe 30 mStinc 4" DIA. SOLID a3 REBAR 6' LONGJI fora[ingc4artou[vnNr mrmtdrecmr. accvatcdmaltx J roD.orrFrrd U -N I Ol � d S O / 2 ƒ C� M d � \ c � U z k 2 \ g � @ � w b / ? * 0unicipality ®f Anchorage Department of Health and Human Services dhh5 Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 January 8, 1990 Kaarina Brodsky PO Box 110604 Anchorage, Alaska 99511 Subject: Lot 3 Block 6 Mann Subdivision 42 Permit #890219, PID #02.0-051-22 The subject permit, issued by this office for a single family well and/or on-site wastewater system has expired as of December 31, 1989. Permits are issued on a calendar year basis by authority of the Municipal Code of: Regulations. A new permit must be obtained from this office for an well and/or on-site wastewater system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this office for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site wastewater system, the original as -built inspection report (three-part form) must be sent to this office for review, approval and documentation. When applying for a new permit, the fees are: $90.00 for an on-site wastewater permit; $50.00 for a well permit; $140.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sincerely, John Smith, P.E. Program Manager On-site Services JW/1jm:200 enc: Copy of Permit "Kids Are Our Future" MUNICIPALITY OF ANCHORAGE ENVIRONMENTAL SERVICES DIVISION 2 9 1 89 ROBERT SHAFER,P.E. ROGERSHAFER CIVIL ENGINEERS A (907) 694.2979 s August 29, 1989 FAX 694.1211 Pq CSE RIV EP. Al pS+'P HEALTH AUTHORITY Municipatity o4 Anchorage APPROVALS DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L S.tneet P.O. Box 196650 Ancho)cage, Atka 99519-6650 SEWER & WATER MAIN EXTENSIONS REFERENCE:: Lot 2; T.imbeittine; Lot 11; Block 9; Rabbit Cheek Heights; Lot 15; Btock 3; Henlu.m Lot 3; Block 6p; Mann 112; SEWER &WATER Lots 4 9 5; ock 6; Rabbit Cn.eek Hei,ghte; B INSPECTION - Fon each o4 the xebenenced pnoputtie�s we neque,s.t you is.6ue a pelcm.i-t 4on the .i"tatta.ti.on o4 an on -,site wastewatek d.i,5po,sa2 system utitiz.ing the C.2e,,Caprwaten wa,ste System 4or..tnea-tment o4 the e442uent pr..iok to ENGINEERING STUDIES d ,spo,into an ab,sor.ptc..on area. hW AND REPORTS We ane under ,the ,impne6zion that you have given veltba2 appxova2 o4 the C2earwaten Waite System so attached Oar, each property .ie a site plan showing the eon4.igur.ation o4 .the was.tewatetc di,6posa2 .6ystem and WELL INSPECTION otherpektinent pkopekty Ueatukez. 8 FLOW TEST The reason each o4 thae pnopektiea has been seteeted 4o)c .the C2earwatelt Wa.5 to System .Ca a6 4ottowo : SITE PLANS LOT 2; TIMBERLINE: ' On this pr.oper.ty exists a house and a septic system which was permitted and .the .ins-taUation approved .in November o4 1977. However, z ince ROAD DESIGN .that time there has been a smatt body o4 42ow,ing water discovered to the north o4 the property which h" been designated a3 a smr ace water 6ource. Thio sur6aee water zomce is .located just 34 4t. 4rom the existing .leaeh4.ietd. There i,s only one ptaee on the property .in SOILTEST which a .leaeh4.ield eoutd be located 100 4t. 4rom .the sur4ace wate)L source. (This .i3 .located in .the Southeast quarter o4 .the p)toperty). However, a so.itz test in this area shows ,the soits unacceptable 6m a standard on -bite wastewater di-6posal .6ystem. PERCOLATION TEST we had requested app�Lovat o4 an "innovative" r.ec%reulating sand bitten 4o4 this property, but due to approval delays we have 5w.itched to .the Clearwater System. STRUCTURAL& We now propose the .instaUat.ion o4 a Clearwater System which w.iU MECHANICAL discharge into a new absorption area. This system i,5 unique in that INSPECTIONS it will require a separation distance waivers o4 69 4t. between .the weU and the existing septic tank. There w,iPt also need to be a waiver. o4 the distance 44om the new leaeh4.ield to the sm4ace water source o4 66 4t. We 4eel this waivers should be granted because o4 the treatment ONSITE the wastewater, w,itt n.eceive prior to being discharged into the leaeh4t.etd. WASTE WATER DISPOSALSYSTEM DESIGN 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 Page Two LUT 2; TIMBERLINE; LUT 11; BLOCK 9; RABBIT CREEK HEIGHTS LOT 15; BLOCK 3; HENKINS; LOT 3; BLOCK G; MANN 92; LOTS 4 & 5; BLOCK G; RABBIT CREEK HEIGHTS; AUGUST 29, 1989 There w tt also need .to be a waivers bon .the distance between the 2eaeh4.ietd and a cutbank. to 10 4t. We 4eee this waivek shouZd be gaanted .in pant because o4 the e66tuent tae.a.iment, but also since .the 2each4.ietd wilt be .insta?ted at a su46 ic.i.ent depth as not .to attow the e44tuent to sun.4ace thn.ough .the ccctbank. LOT 11; BLOCK 9; RABBIT CREEK HEIGHTS: On this pn.opekty exists a 3 bedroom home which is neaking the eomptetion 04 it s eowstn.uatc:on. Soils investigation on .this pn.operty show .the soi s to be unsu.itabte 4on a tnaditiona.0 septic system. The tot .is Nighty vegetated with so.its consisting o4 a 2 4.t. on.gani.c tayen ovektying a ctayey, s.it.ty, sandy graves tayer. Gnoundwatek tevets on the pn.operty wea.e high with gn.oundwaten per iodica ty high enough to sa.tunate the ohgan i.c tayer.. The mounded absonpti.on bed type teaeh4.ietd 4on.this property .is to be constructed above the ground sul*ce with a 44t. ,intermittant sand 4 tier tayer which w.tt2 bring .the absorption bed 4 4t. above .the seasona?ty high groundwater tevet. This system .is unique .in that it wilt nequ,i.ne a waiver o4 the required 2 4.t. 04 natural, peweabte receiving soil above .the groundwater tevet. This property is atso one which was proposed 4m the "innovative" reaircu2ati,ng sand 4.itter system. LOT 15; BLOCK 3; HENKINS: On this property exists a 3 bedroom home with a sept�c system which was permitted and whose ,instaPtation was approved .in Juty o4 1982. However., since that .time, groundwater monitoring .in the area has shown groundwater tevets as shattow as 1 4t. betow the ground 6ur4aee. Instattation o4 .the R.idgewaste System was approved 4or this property but construction was only par.ti.aUy completed be4ore 4inancia2 and other comptications hatted the project. The mounded absorption 4.ietd 4or this property Witt be constructed by 4.irst removing 1 4t. o4 organic overburden and .then instattation o4 a 4 4t. .intenm.ittant sand 4.i Pter. This wilt bring the absorption bed 4 4t. above. the seasoner ty high groundwater tevet. This property .is unique .in that .the proposed teach4.ietd w.i 2t be constructed oven. the existing teaeh4.ietd area. This property wilt also require a waiver 04 the n.equ i.ned 2 4t. o4 naturat, penmeabte %eceiv.ing so.it above .the groundwater Levet. This property is at4o one which was proposed 4on the"t.nnovative" rec i.rcutating sand 4.itter system. Page Thkee LOT 2; TIMBERLINE; LOT 11; BLOCK 9; RABBIT CREEK HEIGHTS; LOT 15; BLOCK 3; HENKINS; LOT 3; BLOCK 6; MANN #2; LOTS 4 9 5; BLOCK 6; RABBIT CREEK HEIGHTS; AUGUST 29, 1989 LOT 3; BLOCK 6; MANN 02; On this pkopekty exists a 3 bedkoom home. Theke exists no we.0 on septic system. Constkuction o4 .the home was pek4okmed with .the ownek unawake that a .land use pewit was kequ,iked in .theik akea. A 6oit .test on the pkopekty showed the soils on .the east end o4 the pkopek-ty to be sui-table 4ok a convention, septic system, howevek, theke is an existing dka.inage ditch with suk4aee wa.tek .in it which pkevents a septic 4kom being .instaUed .in .that akea. due .to sepaka ion distance kequikements. The soils on the kelt o4 .the pkopekty have been bound to be unacceptable 4ok a conventional on-site wa6.tewatek disposal system. The soils on .the pkopekty consist o6 an okgdnic layek appkox-i.mately 2 6.t. thick. Below this okgani.c layek .is a layek o4 ciayey, si ty, sandy gkavel. Gkoundwatek appeaks to .tkavel undek .the okgan.ie.6 on and within .the undeklying layek. Co" tkuction o4 the absokp.iton area is .to be pek6okmed by temov.ing the 2 6x. okgan.ie layek and .installing a 4 6t. .intelunittant sand 4ittek which would bking the absokption bed 4 4t. above the gkoundwatek level. This pkopekty wilt also kequike a wa.ivek o4 the 2 4.t. o4 natukal, pekmeable, keee,.ving Boit above the gkoundwatek levet. Lots 4 9 5; BLOCK 6; RABBIT CREEK HEIGHTS: On this pkopekty exists a smatt 2 bednoom house. A land use pewit was .issued 4ok .the pkopekty .in 1980 with the undekstand.ing that .theke wilt be no watek and sewek 4aci?.ities. Howevek, a welt has been dxitted and .the ownek now wishes .to .instalt a wastewatek disposal system. So.ie6 investigation on .the pkopekty has bound soils s.imitak .to .that o4 Lot 3 ; Bloch 6; Mann #2. The mounded ab6okpti.on bed .is .to be located on the high poktion o4 Lot 5. As with Mann Subdivision #2, .the 2 6t. okganie layek is to be kemoved and a 4 6t. .intekm.ittant sand layek .in6.taUed. This pkopekty wilt at6o kequite a wa.ivek o6 .the 2 6t. o4 natukat, permeable, Leceiv.ing snit above the gkoundwatek level. We heel .the Cleakwatek Waste System should be tkeated as an ".innovative" system and each o6 .the systems on these pkope,%ti.es should be mon%toked ctosely 6ok a designated period o6 time with monthly inspections o6 the mechanical opekatiom . We also 6ee2 that disehakge 6amptu should be taken and tested 4ok vakious quatity pakameteks as pkeseribed by youk depaktment. We heel the sampling should begin a6tek a "stakt.ing up" period and should end by mid-6ummek o6 1990. At that time the system wit no longek be labeled "innovative" and it witt be eithek appkoved ok di6appkoved 4ok genekal in6tattation. Ending the sampling period .in mid-summek o6 1990, witi allow time 6ok new instattations duk.i.ng the 1990 eonstkuation season. Page Faun LOT 2; TIMBERLINE; LOT 11; BLOCK 9; RABBIT CREEK HEIGHTS; LOT 15; BLOCK 3; HENKINS; LOT 3; BLOCK 6; MANN #2; LOTS 4 9 5; BLOCK 6; RABBIT CREEK HEIGHTS; August 29, 7989 We ane o4 .the .imp)cess.ion .the Mun,icipa?.ity o6 Anehokage ha6 monies bet aat.de bon .innovative 6eptic systems. We undekstand that home o4 th.i6 money was used bon .the construction o4 two innovative peat sy6tem.6.in,5ta ted within .the Mun.icipatity. There6ar, we ask that the Munici.pat%ty bean the cost o4 tabor and tab flees bon mon.itoking and gbtuent testing o6 the 6.yatem6 once eon,stkuct%on ha6 been eompteted. Duki.ng eonstkuction o4 the p&oposed systema, Nick Zokich Jk. o4 Cteakwater Waste Systema, Inc. wilt be present.6or .iata?te& tkaining and eonstkuct.ion .inspecting o4 the systems. Any questions pertaining to the Ctea&watek Wa6te Sy6tem6 ahoutd be di&eeted to Mn. Zon.ieh at: P.O.Box 754 Astokia, OR 97703 Phone: (503) 325-5879 (503) 325-7620 The 6.ive owners o6 the re6ereneed pkopektie6 have been made awake that the p&opo6ed sy6tem6 ane .innovative .in nature and they Witt not be Gutty appkoved untie such time that you& department 6eet6 the mechan,icat 6unetioni.ng and di6chakge characteristics o6 the systems .ia sub6.icient to warrant Gine approvat. As a 4.inat note, .i6 the Cteakwate& System is not bound satis6aatoky enough 6ok 4.inat appkovae, the content6 o4 the 6teet tank which .i6 to hotd the Ctearwatek System i6 to be removed and a high watek atarm .insta ted at the owners expense. At that time the 6eptic tank and Ctea&watek tank combined wit act as a hotd.ing tank with a capacity in excess o6 2000 ga tons. With approval o4 the .instaP.eation o4 these Cteakwate& Systema we atso ask that you approve hotdtng tanks 60& these prope&ties .in the event the Cteakwaten Sy6tem .i6 not 4ound 6ati66actoky. 16 you nezd-_�tny additionae .in6okmation 6or your nev.iew, ptease contact us. �/IfIOR�T A. SHAFER, P.E. S/gm cc: FREDDIE MAC c/o Geokge McCoy -Jack White Company Lloyd Ba&kua AHFC c/o Loki Crowder -Jack. White. Company Kavtina Brodsky GZokia Hampton 9 Ken Dodge ,(lV. ae6a0a 0 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES49``,`� ''�„ , o.•• 'M ' ° 825 "L" Street, Anchorage, Alaska 99502-0650 foe a• SOILS LOG — PERCOLATION TEST ••':t �. sn.tr+ ;'4: No. PERFORMED FOR: ,Y '"�"lV-1 t"�� 1`�.�G.c:��=J�—�! DATE PERpJrXRMED:44 pn ierc'� LEGAL DESCRIPTION: Ip (f>r-�r.1y Township, Range, Section: DEPTH SLOPE SITE PLAN }{ 1 SET) h 2 W iX, �1 8 �o 9 10- 11 12 13- 14- 15- 16- 17 314151617 18- 19- 20-- COMMENTS 81920COMMENTS S & S ENGINr-HFt WAS GROUND WATER / _ — ENCOUNTEREDl S IF YES, AT WHAT e/ L DEPTH? O P E Depth to Water Aller ' Monitoring? Date: —t —0q Reading Date Gross Net Depth to I Net Time Time Water Drop y� PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT rr PERFORMED BY:ga;}le River, Alaska 99577 ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELIN 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN ON THIS DATE. DATE: �y F Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST F, --o FOR:�DATE PERFORM I!!7 1 AL DESCRIPTION: L. 3 I� M/ki�11� llr Township, Range, Section: ' DEPTH SLOPE SITE PLAN 1 U WAS GROUND WATER ENCOUNTERED? 11 IF YES, AT WHAT DEPTH? 12 13 - Depth to Water Aller Monitoring? ta 14 15 16 17 18 19- 20 COMMENTS I S t L 0 0 P E gate: "M Reading "lrZt 11 Net Time Depth to Water Net Drop A- 2 3 c 4 a 7 r0 N 8 9 1 U WAS GROUND WATER ENCOUNTERED? 11 IF YES, AT WHAT DEPTH? 12 13 - Depth to Water Aller Monitoring? ta 14 15 16 17 18 19- 20 COMMENTS I S t L 0 0 P E gate: "M Reading Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE e .6 _ (minutes/inch) PERC HOLE DIAMETER � M TEST RUN BETWEEN _ !�:�FT AND 5—FT S & S ENGINEERING PERFORMED BY: fi70S$pp-iEaC pp ��aa gqgqgg��•77 ACCORDANCE WI'�4EL'SYMF"AIi�UT�UNIFIPAL GUIDE 72-008 (Rev. 4/85) CERTIFY THAT 'HIS T ST WAS PERFORMED IN IN EF ECT ON THIS DATE. DATE: I, J. (i P�l V1 -S J J/. JZ4 ri4\' �' �'� li•5� V• i)^.:1j j�`� / ��X l�\si�4�Li A��IriAi Y,J. , r .� - .q,r o f r ry •>✓ � Y �rri (+ Tn i"r i « 1 < � .r i r?y 1 ��,:i�'s• N s .'�#4+ waSY.7'7k,'Wa { .., �r•a-�F•1� YSir�Ft .k'SY 1r J � 7��t w�'� �r F:411 i=x�"��} Jam! •� �' / ,/ . _ � ,3. s)'�R.i�'rh7[ 7; p& H maHoo RA A' Se ice , 1017 •c i <'>. -'y'y~ 3t AK'3 il 4�ii i. Yui' \ / — "(�._ � � I , 41rf *' Z�.:k. L•" v rr• ii(.�' 7 "�-i' ,L� r ^'�i�. • r Y i �•. /� / _ �`C� r� eipCk c C / (lJ c n _ S/ P ApprOvad FdUcted by: h77h PUNIC%pa/ity ( �r ��rl n9 Cirm oo� r "'it to / f herapy p lnclud yes W Co/ Ja ad) C �Rz y • ray^Y> F Se ohe� \� 1 z� at this applih Wer upgrade atioh is ► be7h9 made\ I'ep orX//, pak'he�rillerh�it m Z r O 1 O CD C (/7 La 0 w N0 ' (D CD' m Z r O 4 7 0 7 o w V N O. (D v, O CD C (/7 La 0 w N0 ' (D CD' m Z " o Z O. �. O O O Yarn m (too 0 mw a ry (D O r 0ONw o m �o g 71' 5' w O cn Lno (D r o, w v Oo O .-r. ..h O 7 p m O CD 17 _. w � U) �G o (DD O C 2 (gyp. c0D �' Cf) C fn 7 -�rril { w Z C O' Cn N �( (Y 3 0 v . (D �o n m (D a m a. 7 O. N zr . _ O N' C (D 7 (D (D o. (D 'a 3 CD o' 3 E to w (- -n 0- ' `0 3' 3 m l N o o. (n m to m J � � m ozI DI .AO �m t 3 L MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES MEMORANDUM DATE: July 3, 1989 TO: Michael Kerr, Zoning Enforcement. ��1 FROM: Daniel Bolles, On-site Services 4 SUBJECT: Lot 3 Blk. 6, Mann Subdivision #2 In accordance with requirements established at the May 30, 1989 meeting between Mr. Thor Hofseth, PWD Zoning Enforcement and DHHS On-site Services please be advised that: To date this office has not received an on-site well and sewer application for the above referenced property. Please notify this office when legal action is taken. db/81 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION JUN 91989�G� RECEIVED E ac� �f 1 ve `� ,M,Mnr,Jcai 41 v 6C� U • Lyle Davis VINVehicle Investigations of the North C o Fri p I a i r, t #881` 6 5 P.O. Box 112484 1) at e : 11--3 88 Phone (907) 345-2451 Anchorage, Alaska Pager 2689122 99511.2484 11.11.3 R P r- e i v P d c o Fri p I a i ri t from Mic hap1 K e r r- , Z 0 r, i r, q Enforcement House being buil t on L.3 B6 Mann #2 no land use pormit i s s u e 1.1 a n ci n0 on -'Site p P r Fri i t i s v u e ld . Pe o p I E. I j. v i rig in stora(.4e shed witfi no sewage disposal fa -i1 i t i e Cc 11/8 S i t e visit n o pipes t o o r. from d w e I I i n cl s , several 1-, o 1 es Piave been d1jq around house unclp.r caristr-uction, all 1-iad water- within V to 1 112' of surface. No siren off waste on 9 r o u n 11 . Left a ri o t e on Fri y ca r- 1:1 't0 c. a I Fri 0 . 1.1t1,8 Talked wi t h K%err- , no contac-A wit 1*,, pi-opet-t y owner -s to date. 11/29 D. Ro-tl-,/ S. 0swalt went by no one home some tire tr-ack.a irl snow. T Ii o r, 34`_:,•--1.87,0, i s b u i I d i n ci t h e I-, o u s e he i s 0 n I y there w h (a n he i s: a -- t ij a I I y w o r 1, i ri g on Those, 1:, a. r, e ri s o w ri o Using a por-tapotty, and is not livinq tL'iere. Will wait for or-dinii.ml-p chi-.ingesq plaris -to use holding tanks. 1'2'/3 rase closed L)NB, 1/3Q/89 called plans to obtain search wz-trrant will be in '.-ontart wl-lerl We ar'e able -to enter. VqI r: % 'Stou-ed by HoffseU property, diflot see arojorio around t o o k: p i c t u r, e of sign. K"er-r- called wants to go in with war -r -ant week of the 2:e2ndq with Trou-er, escort. Needs us to enter', and cite f o r- wast e wa t e r. viol at i o ri s . 5/30 Roth art,:] I atterided a meeting, at PW Zoning Enforcement Mr. Campbell was present along with Mr.. Hoffseth and his father. It was agr-eed upon that Mr. HoFfsptl-, would g o t a I E, t t e r. t0 Cin --Site 5 t at i C-iq 1-1e Wo Ll I C1 F-, o t 1 V running w a t p r in t h (a house a n d w o tj I d I-, a t..1 I out ,.al is so 1-io will b e Able I e t o stay a-7 i n 1'i o u s e sewage. .1 . n until he c a ri q e t p, P r Fri i t s . H o F f s e t h h a s .-IC) days 1. o g e t pe r. n-, i t s 0r• Z Q F-1 i n g 'will a S [:: that building Lie r e. Fri o v er.1 . 6/22 Gave taped inter -view to Lyle Davis, investigt..itor,, about DeLorion I saw or, subject lot 1A/8/C".')8. db/64 __Commercial Testing & Engineering Co. Zffif LIM Environmental Laboratory Services a�ia�oiaiisiiii�►��'�®®®�®s®a��s��®w®s®'� 3oa LABORATORY ANALYSIS REPORT CT&E Ref.,". 94:5975-1 Client Sample ID SAND FILTER EFFLUENT Matrix WATER Client Name JAMES SIZEMORE & ASSOCIATES Ordered By Project Name Project# PWSID UA WORK Order 11134 Printed Date 12/16/94 E 15:29 hrs. Collected Date 12/01/94 >? 10:30 hrs. Received Dare 12/01/94 2 15:30 hrs. Technical Director STEPHEN C. EDE Released By_:5_1e_ �e.�,,.•��..,, Sample Remarks: SAMPLE COLLECTED BY: J. SIZEMORE. B- THIS FLAG IS USED WHEN AN ANALYTE IS FOUND IN THE ASSOCIATED BLANK AS WELL AS IN THE SAMPLE. ------------ -- --------------------- UA = Unavailable * See Special Instructions Above NA = Not Analyzed ** See Sample Remarks Above LT = Less Than U = Undetected, Reported value is the practical quantification limit. GT = Greater Than _�D = Secondary dilution. 5633 B Street, Anchorage, AK 99518-1600 — Tel: (907) 562-2343 Fax: (907) 561-5301 INIA ENVIRONMENTAL FACILITIES IN ALASKA, COLORADO, FLORIDA, ILLINOIS, MARYLAND, NEW JERSEY, OHIO, UTAH, WEST VIRG Allowable Ext. Anal QC Results Qual Units Method Limits Date '" Date Init Parameter ______12/01/94 _____________________________________________________ ------------------------------- 12/0`6/94 TAV 2 mg/L EPA 405.1 BODS 12/03/94 12/03/94 TAV Residue, Non -Filterable 4 5 mg/L EPA 160.2 12/02/94 CmR Nitrate -N- 37.0 mg/L EPA 300.0 ION 12/13/94 12/14/94 OAA Kjeldahl -N 0.18 B mg/L EPA 351.3 12/01/94 12/02/94 TAV 4 #/100ml SM17 9222D Fecal Coliform ------------ -- --------------------- UA = Unavailable * See Special Instructions Above NA = Not Analyzed ** See Sample Remarks Above LT = Less Than U = Undetected, Reported value is the practical quantification limit. GT = Greater Than _�D = Secondary dilution. 5633 B Street, Anchorage, AK 99518-1600 — Tel: (907) 562-2343 Fax: (907) 561-5301 INIA ENVIRONMENTAL FACILITIES IN ALASKA, COLORADO, FLORIDA, ILLINOIS, MARYLAND, NEW JERSEY, OHIO, UTAH, WEST VIRG Sample Remarks: SAMPLE COLLECTED BY: J. SIZEMORE QC Commercial Vesting & Engineering Co. Anal Parameter Results _�T� Environmental Laboratory Services r�l��T��' .A wce X90. LABORATORY ANALYSIS REPORT Init CT&E Ref.# 94.5447-1 mg/L Client Sample ID L3 BLK6 MANN #2 10/29/94 Matrix WATER 17 Client Name JAMES SIZEMORE & ASSOCIATES WORK Order 10337 Ordered By Printed Date 11/04/94 @ 14:45 hrs. Project Name Collected Date 10/24/94 @ 11:15 hrs. Project# Received Date 10/24/94 @ 11:30 hrs. PWSID UA mg/L EPA 351.3 Technical Director STEPHEN C. EDE OAA Released By 8500 Sample Remarks: SAMPLE COLLECTED BY: J. SIZEMORE No , c 19.g� Mum. Dept. yea.f ih . _ :10ra,,, �, Ser•t%;ces R[rr! Al.. . 19 �U opt.y6loal, 9Q alth tiuman 80,'Jue 0"06r9� * See Special Instructions Above ** See Sample Remarks Above -';U = Undetected, Reported value is the practical quantification limit. --D = Secondary dilution. UA = Unavailable NA = Not Analyzed LT = Less Than GT = Greater Than 5633 8 Street, Anchorage, AK 99518-1600 — Tel: (907) 562-2343 Fax: (907) 561-5301 ENVIRONMENTAL FACILITIES IN ALASKA, COLORADO, FLORIDA, ILLINOIS, MARYLAND, NEW JERSEY, OHIO, UTAH, WEST VIRGINIA QC Allowable Ext. Anal Parameter Results Qual Units Method Limits Date Date Init -------------------------------------------------------------------------------------------------------------------- BOD5 96 mg/L EPA 405.1 10/24/94 10/29/94 TAV Residue, Non -Filterable 17 mg/L EPA 160.2 10/25/94 TAV Nitrate -N 0.10 U mg/L EPA 353.2/300.0 10 10/25/94 MCE Kjeldahl -N 10.4 mg/L EPA 351.3 10/26/94 10/27/94 OAA Fecal Coliform 8500 #/100ml SM17 9222D 10/24/94 10/25/94 TAV No , c 19.g� Mum. Dept. yea.f ih . _ :10ra,,, �, Ser•t%;ces R[rr! Al.. . 19 �U opt.y6loal, 9Q alth tiuman 80,'Jue 0"06r9� * See Special Instructions Above ** See Sample Remarks Above -';U = Undetected, Reported value is the practical quantification limit. --D = Secondary dilution. UA = Unavailable NA = Not Analyzed LT = Less Than GT = Greater Than 5633 8 Street, Anchorage, AK 99518-1600 — Tel: (907) 562-2343 Fax: (907) 561-5301 ENVIRONMENTAL FACILITIES IN ALASKA, COLORADO, FLORIDA, ILLINOIS, MARYLAND, NEW JERSEY, OHIO, UTAH, WEST VIRGINIA 70-004 (Rev. 8/88) DISTRIBUTION: WHITE—Department CANARY—Violator MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES TELEPHONE 343-4200 O NOTICE OF VIOLATION 5575 Please take notice that the undersigned authorized representa- tive of the Director has reason to believe that on or about X 1�L '1974, at or near the following: APPROXIMATE LOCATION 13 F_13E 6 /CAH z . Z Yo�vs NAME 4 4/ s r, TAMES ADDRESS: L Or ? FL t G /7�vA/Ai 2 S� WITHIN THE MUNICIPALIT;ANC;HORAG RA:EDIDUNLAWFULLY: LLE6,4LLY Alsc�wg7�/� /,vTo qu UNAPppovEO SEp, 1. 5 Eprlc r ,K Sp8Y XUO' 2s2, SERv)GE LINE ror/9BEfxpaE A&vO CAAnF-D BY N° RN-rFAVvVE STIPutg7loaSOL°uor CIM7r A w S kit which is a separate violation of § MC /5-t65-, O O A of the Anchorage Code of Ordinan- ces each and every day such condition exists. A COPY OF THIS NOTICE HAS BEEN SERVED UPON: NAME /E0FCRA L L, Lr0A15 AT l 6 2 57,, IN THE FOLLOWING MANNER: 1. by personal service 2. by certified mail Q3 by posting this notice on or about the location described herein when such person cannot be found after diligent effort to.do so. If the violation or violations referred to herein have not been corrected by JULY 2S , 1994, legal proceed- ings may be initiated as provided by law. Dated this -L9 --day of TU L Y '19!Y4 NAME DA/v R07N 343 -4744) TITLE OVIL Ek611V1:FYll OODl FNFU7?4E,11,Fx QlrF/lEK' 70-004 (Rev. 8/88) DISTRIBUTION: WHITE—Department CANARY—Violator James Sizemore & Associates Civil Engineers & Surveyors 6410 Switzerland Drive (907) 345-1572 Mr. James Cross Municipality of Anchorage Department Of Health and Human Services 825 "L" Street Anchorage, Alaska 99519 Anchorage, AK 99516 Nov. 15, 1994 Dear Mr. Cross: In accordance with the special provisions for permit No. SW930474, attached are the results of the tests on effluent discharged from the intermittent sand filter constructed on Lot 3 Block 6 Mann Subd. No 2. I will continue to take samples monthly until the requirements of the permit are fulfilled. Sincerely, James F. Sizemore P. F. y • � �IF.F. P� T 'i4fi I 1 I �f J1 � I �� MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION CITIZEN COMPLAINT PDATE TIME TAKEN BY L r E 1 J�/ l S TYPE: (2 11�J{/L�GI E ❑ JUNK CAR SEWAGE ❑ AIR R ❑ NUISANCE ❑ WATER ❑ NOISE ❑ HOUSING ❑ FOOD SERVICE ❑ CHILD/ADULT (9 G GfJQ�9 4 G(JlYl /�% N CARE T 1 COMPLAINANT'S NAME LAST FIRST INITIAL �J LI TQ.1�LC c/v �i✓11�� ADDRESS fl rF +hY. +orZ/}'Z" Y*HZ5 y!✓yt>% tY1 { Irr'1V>.au /�Af1Y'<s«y, i. 0 A l /VG am. 1 r-/IF _ rl PHONE DAY: OTHER LG`G `✓ L 53 C� S ELOCATION OF PROBLEM ZIP CODE A E L 07-3 8111 6 ^4 AIAl 514 o. 2 G S� CROSS STREET FOLLOW-UP P OFF CALL r > G �, �tU A0 R 241 Ylme r s T. YES ❑ NO ❑ t t DETAILS OF COMPLAINT . f},0/�R6tr p, a. 19ax 14 "Al. 9H-1, LIVING 11V9 S7'9>3A6E SflCcp w,T•/-1 A.a D Y>t (_ f •� R N S F_ 126 R ll / T o e S E I,,. ri G E 10/ s p or.9 L. 7 ✓ .. P4[ n i r1E3. ' �.Z i/yam%.-�1+ VIOLATOR'S NAME, ADDRESS AND PHONE NUMBER (If Known) ir j a 70-006 (Rev. 11i811 .. 1 MUNICIPALITY OF ANCHORAGE MEMORANDUM On-site Staff From: Me via Michael Kerr Date April 15, _ 1988 Re: Lot 3 BLock 6 Mann Subdivision 02 16241 St. James Street Anchorage, Parcel I.D.#020-051-22 Michael Kerr, Zoning Enforcement has given these people 5 days to clean up and obtain a permit for water/sewer facilities from this department. He would appreciate it if we hear (see) anything to let him know. He has other problems on this property including improper sewer/well facilities with people living there. L Ju9aa-_� Signed 91-015 (Rev. 1/81) Stand Monday 05/08/89 10:05 am To: " Subject: Zoning complaint ------------------------------------------------------------------------------- On 11-3-88 I received a complaint which came from Michael Kerr, of Zoning, it delt with a house which was corlstructed on L3 B6 Mann Subd. 112. The owner had not obtained a building permit or on-site sewer and well permit, and Kerr believed they were discharging wastewater onto the ground surface. No evidence was found that could prove the owner was indeed doing so and the case was suspended. Today Kerr called to let me know that Zoning Enforcement is getting a warrent and Trooper escort to issue a summons to the occupents, he would like someone from our office to come along and issue a citation to the occupants for illegal wastewater discharge. This will help their case and give reason to keep the people off the property until such time as a suitable solution can be found. I feel this is warrented and recommend a citation be issued if necessary. I need to call Kerr back by this afternoon. Please respond as soon as you can. Thanks. -� Municipality ®f Anchorage 4 l Department of Health and Human Services Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 January 8, 1990 Kaarina Brodsky PO Box 110604 Anchorage, Alaska 99511 Subject: Lot 3 Block 6 Mann Subdivision #2 Permit #890219, PID #020-051-22 �r C)hClS The subject permit, issued by this office for a single family well and/or on-site wastewater system has expired as of December 31, 1989. Permits are issued on a calendar year basis by authority of the Municipal Code of Regulations. A new permit must be obtained from this office for an well and/or on-site wastewater system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this office for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site wastewater system, the original as -built inspection report (three-part form) must be sent to this office for review, approval and documentation. When applying for a new permit, the fees are: $90.00 for an on-site wastewater permit; $50.00 for a well permit; $140.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sincerely, John Smith, P.E. Program Manager On-site Services JW/ Iim:200 enc: Copy of Permit "Kids Are Our Future" MUNIClPALITY DF ANCHORAGE 0epartment of Pita ltO & Human Services 825 L Street, Anchorage, Alaska 99501 343`4720 ON-SlTE SEWER & WELL PERM]T (q Permit Numher: Oate Issued: 09/27/G9 Engineer Designed Owner Name: KAARINA BRODSKY Day Phone: Owner Address: P"D, BOX 110604 345~183O ANCHORAGE, AK 99511 Parcel [d: 020-051�22 Lot Legal: Subdivision: MANN SUBDIV[SION #2 Lot: 3 Block: 6 Section: 2 Township: 111\1 Range: 3W Lot Size 45000 (sq.ft" or acres> Max Bedrooms: This Permit: 3 Total Capacity: 3 SEPTlC T)NK: Minimum total septic tank capacity: 1,000 gallons^ Each septic iank must have at least 2 compartments" Depth to top of septic tank(s) < 4'0 �eet requires insulation over tank(s), WULL: Log musL be submitted to Municipality of Anchorage Department Health and Human Services within 30 days o{ 1"')el1 completion" INSTALLATION AND OPERATION OF THIS SYuTEM SHALL BE IN ACCORDANCE WITH AMC 15,65 AND THE ATTACHED SPECIAL PROVlSIONS, I CERTIFY THAT: 1, I am [ami]iar with the requirements �or on~site sewers and wells as set (orth by the Municipality o[ Anchorage (MOA) and the State o[ Alaska, 2. l wi1] install the system in accordance with all MDA codes and regu1ations, and 1n compliance with the design criteria of this permit. 3. I wi]l adhere to a1l MOA and State of Alaska requirements 1or the set hack distances from any existing well, wastewater disposa1 system or public sewerage system on this or any adjacent or nearby lot. 4. l understand that this permii is valid [or a maximum o[ 3 bedrooms^ l a1so understand that the capacity o[ the total system is 3 bedrooms and any enlargemenL wili require an additional permit" Signed: DATE: (Owner> KAARINA BRODSKY\/ Issued By: DATE: SPECIAL PROVISIONS FOR ON-SITE SEWER PERMIT NO. 890219 The following Special Provisions are hereby made part of the referenced permit. 1. Karl D. Barnard (phone -274-7417) is the authorized representative for the Clearwater Waste Systems Inc. Mr. Barnard will be the point of contact for all warranty provisions expressed by Clearwater Waste Systems, Inc. Tweed Excavating and Construction (17034 Eagle River Loop Road, Eagle River, Ak. 99577 - phone:694-2979) a local licensed and bonded contractor will provide all maintenance and servicing which is required for the installed systems and will stock or have 72 hour access to all necessary spare parts which may be required to repair or service the Clearwater Waste System. 2. The effluent discharging from the Clearwater Waste System is expected to have the following qualities: 5 day BOD 5 to 30 mg/l Total Suspended Solids 0 to 30 mg/l Nitrate Nitrogen (NO30 to 20 mg/l Fecal Coliform (colonies/100ml) less than 200 without disinfection 1 with ozone disinfection pH 5.5-7.5 3. Effluent testing will be required for a period of one year from the date that the system receives final as -built approval by DHHS. Parameters which will require testing include fecal coliform, BOD, suspended solids, pH, and nitrate nitrogen. Additional parameters may be required depending on initial test results. The frequency of testing will be weekly for the first month of operation; once every two weeks for the next three months and once a month for the next eight months. This proposed testing frequency assumes that the system performs as specified. Should the system not perform as specified in item No. 2 above, more frequent testing may be required. All test results shall be submitted to DHHS no later than one week after the scheduled sampling date. 4. The construction of a 4 Ft. thick intermittent sand filter will be required as a method of achieving the necessary vertical separation from groundwater. The bottom two feet of filter material must be installed to meet the two foot thick non-organic native material requirements , specified in AMC 15.65.077.A.1. The material must be placed and compacted to 95 percent maximum density and must be field verified to have a percolation rate between 5 and 60 minutes per inch. A monitoring tube must be installed adjacent to each filter which will facilitate sampling and testing of the effluent as it enters the groundwater. 5. The attached letter of understanding signed by the property owner of record will serve in place of the bonding requirements specified by AMC 15.65.110.G. I (WE), KAARINA BRODSKY, OWNERS of LOT 3; BLOCK 6; MANN SUBDIVISION #2; UNDERSTAND THE CLEARWATER WASTE SYSTEM PROPOSED FOR TREATING SEPTIC TANK EFFLUENT ON OUR (MY) PROPERTY IS EXPERIMENTAL. AS IT IS AN EXPERIMENTAL SYSTEM, IT MAY NOT WORK AS EXPECTED. IF THAT IS THE CASE, THE MUNICIPALITY OF ANCHORAGE MAY REQUIRE US (ME) TO CONVERT THE SYSTEM TO A HOLDING TANK AT MY OWN EXPENSE. THERE ARE NO WARRANTIES EXPRESSED OR IMPLIED BY EITHER S & S ENGINEERING OR THE MUNICIPALITY OF ANCHORAGE. IT IS ALSO UNDERSTOOD THAT WE WILL PROVIDE FOR THE COSTS ASSOCIATED TO TEST AND EVALUATE THE SYSTEM AS SPECIFIED IN THE PERMIT ISSUED BY THE MUNICIPALITY. I0-QO-2� " ?"" DATE KAARINA BRODSKY Li LOT 3; BLOCK 6; MANN SUBDIVISION #2 WITNESS BY. MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION 00 -1 2 6 1989 RECEIVED MUNICIPALITY CP ANCHORAGE ENVIRCNMENTAL SERVICES DIVISION .32 9 i989 ROBERT SHAFER,P.f_. ROGERSHAFER CIVIL ENGINEERS Au u6.t 29 1989 2979 g � FAX AX 6994.4.1211 HEALTH AUTHORITY I Municipat.i-ty o6 Anchorage APPROVALS VEPARTMENT OF HEALTH ANV HUMAN SERVICES 825 L S-tnee.t P.O. Box 196650 Anchonage, Ata6ka 99519-6650 SEWER & WATER MAIN EXTENSIONS REFERENCE: Lot 2; Taiben.t.Lne; Lot 11; Btock 9; Rabbit Creek Hei,ghti6; Lot 15; Btock 3; Henkiu; Lot 3; Bloch 6; Mann #2; SEWER&WATER Lo.t6 4 9 5; Btoch 6; Rabbit Creek Height6; INSPECTION Fun each o6 the re6erenced properties we 4eque6t you Zmue a permit 6or the ins.tattation o6 an on -bite wa6tewaten di6pozat 4y6tem utiti-z.ing the Cteanwaten Wa6te Sy6tem 4on treatment o4 .the e66tuent pnion. to ENGINEERING STUDIES di.6po6at into an ab6o4pt i.on area. AND REPORTS We ane under the impres,6ion that you have given verbae approval o6 .the Cteanwater Waste Sy6tem 6o attached bon each property i6 a bite plan showing the con6 g(unation o6 .the waztewaten di6posat 6y6.tem and WELL INSPECTION &FLOW TEST other ektinen ro enol, 4eatma. 1� 1� 1� y 4 The reason each o6 these propentia ha6 been 6etected 6or the Ctearwater Wa6.te System .i6 a6 4ottow6: SITE PLANS LUT 2; TIMBERLINE: On this property exists a house and a 6epti.c sy6-tem which was penm.itted and the .instaP.2ati•on approved .in November o6 1977. However, zince ROAD DESIGN that time .there ha4 been a 4maU body o4 4tow,ing water di6covered to ,the north o4 the property which has been da gnated as a sun6ace wa.ten Bounce. Thi6 .6m6ace water bounce .is tocated just 34 4.t. 64om the ex.i6ti-ng teach6-ie2d. There .is only one place on the property in SOIL TEST which a teach4.ietd coutd be tocated 100 6.t. 6rom ,the 6un6ace water Bounce. (This .i6 tocated in .the Southea6t quarter o6 .the property) . However, a so.itB te.5t in this area shows .the soils unacceptable bon a standard on-site wastewater dispozat sy6.tem. PERCOLATION TEST We had requested approvat o4 an "innovative" reci-reutati-ng band bitten bon this property, but due .to appnovat delays we have 6w.itehed .to the Cteanwa.ter System. STRUCTURAL& We now propose the .in6.ta tati.on o6 a Ctean.waten. Sydtem which wilt MECHANICAL d.itsehan e into a new ab6on -Aeon area. Th.C6 6 6.tem i6unique in thatthatINSPECTIONS iw.iU nequ,ine a separa.ti-on dpi -stance waiver o6 69 6t. between the we,U and the exizti.ng Septic .tank. There w.i Pt a2Bo need to be a waiver o6 .the d.i6-tance 4rom the new teach6ietd .to .the sur6ace water Bounce o4 66 4.t. We beet thi6 waiver 6hou2d be granted beeau6e o6 .the treatment ONSITE the wa6.tewa.ter wilt rece.i.ve kion to being d.ischan ed into the teach6[ie2d. i� 9 9 U WASTEWATER DISPOSAL SYSTEM DESIGN 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 Page Two LOT 2; TIMBERLINE; LOT 11; BLOCK 9; RABBIT CREEK HEIGHTS LOT 15; BLOCK 3; HENKINS; LOT 3; BLOCK 6; MANN #2; LOTS 4 9 5; BLOCK 6; RABBIT CREEK HEIGHTS; AUGUST 29, 1989 These w.itt atso need to be a waivers baa .the distance between the teaehb.ietd and a cutbank .to 10 it. We beet .this waivers 6houtd be gaanted .in pant because ob the ebbtuent -taea.iment, but also since the teaehb.ietd wilt be .ins.tatted at a 6u46.ie,i.ent depth as not .to attow .the ebbtuent to sunbace .through the cutbanh. LOT 11; BLOCK 9; RABBIT CREEK HEIGHTS: On this paopenty exists a 3 bedaoom home which ,is neaning the compteti.on ob .its eon�s.tnucti,on. Soits investigation on .this pnopeaty show .the 6oits to be u"u,i..tab.te bon a tnaditionat septic system. The tot is highly vegetated with 6oits consisting ob a 2 it. ongani.c tayen oveaty.ing a ctayey, s.itty, sandy gaavet tayea. Gnoundwaten tevets on the paopeaty weae high with gnoundwaten peniod.icatty high enough to satmate the oaganic tayen.. The mounded absoaption bed type .teach4.ietd bon this pnopeaty is .to be constaucted above the gnound 6ua4ace with a 46.t. .intelunittant sand 6ittea tayea which w.i2t ba.ing the absoaption bed 4 it. above the 6ea6onatty high gaoundwatea .levet. This system .is unique in that it witt aequ.ine a waivers ob the nequ,ined 2 it. o4 natuaat, penmeabte neeeiv.ing soil above the gnoundwaten level. This paopeaty .is at6o one which was proposed bon ,the "innovative" nec.i.acu,tating sand buten system. LOT 15; BLOCK 3; HENKINS: On .this pnopen.ty exists a 3 bedaoom home with a septc system which was peam.i.tted and whose .instattation was appaoved in July ob 1982. However, since that time, gaoundwatea mon.i-toaing .in .the area has shown gnoundwaten .levels as shallow as 1 it. below the gnound sunbaee. Ins.tattation ob .the R.idgewaste System was appaoved boa this pnopenty but eons.tnucti.on was only pantiatty eompteted beboae b.inanciat and othea compZications hatted .the paojeat. The mounded ab6onption b.ietd bon this pnopen.ty wilt be constaucted by bias.t aemov.ing 1 it. ob oaganie oveabuaden and then instattatc:on ob a 4 it. .inteam.ittant sand bitten. This w,i PQ. bning .the absoaption bed 4 it. above the 6e"onaZty high gaoundwatea .levet. This paopeaty is unique .in that the paoposed teaehb.ietd wit be cons.tnucted oven the existing teaehb.ietd aaea. This paopea.ty w.i Pt also nequ,iae a waivers ob the aequ,ined 2 it. ob na.tunat, peameabte neeeiv.ing so.it above the guundwatea .levet. This paopeaty is at6o one which was p4opo6ed bon the"innovative" tecitcutating sand b.ittea. system. Page Three LOT 2; TIMBERLINE; LOT 11; BLOCK 9; RABBIT CREEK HEIGHTS; LOT 15; BLOCK 3; HENKINS; LOT 3; BLOCK 6; MANN 02; LOTS 4 & 5; BLOCK 6; RABBIT CREEK HEIGHTS; AUGUST 29, 1989 LOT 3; BLOCK 6; MANN #2; On th.i6 pnopenty ex.i6t6 a 3 bedroom home. There exi6t6 no weft on 6eptic 6y6 -tem. Con.6tnucti.on o6 .the home wa6 per4okmed with the owner unaware that a .land use permit wa6 rec;wired .in their anea. A 6oit test on .the pnopenty showed the 6o.i.16 on .the ea6t end o4 the property to be 6uitabte 4on a conventional 6ept4.c system, however, there i6 an existing drainage ditch with sur6ace water in it which prevents a septic 44om being insta ted .in that anea due to 6eparation distance 4equinement6. The 6o Pis on .the rest o4 .the property have been bound to be unacceptable 4on a conventional on-6.ite wastewater di6po6at system. The soils on the pnopenty con6ist o6 an orgdn.ic layer approximately 2 6t. .thick. Below thi6 organic 2ayen .C6 a 2ayen o6 clayey, zitty, bandy gravel. Gnoundwaten appears to travel undek the o4gan.ic6 on and within the undekty.ing 2ayen. Con6tnuction o6 the ab6onp.i-ton anea .C6 to be per6ormed by removing the 2 4t. organic 2ayen and .insta ting a 4 6t. intelun.ittant band bitter which would bring the ab6o4ption bed 4 4t. above .the, groundwater 2eve2. Thi6 property wilt also requite a waiver o6 the 2 6t. o6 natural, permeable, neeeiv.ing 6oit above the groundwater level. Loth 4 & 5; BLOCK 6; RABBIT CREEK HEIGHTS: On thi6 pnopenty exi6t6 a smatl 2 bedroom house. A land u6e pewit was .i66ued 4on the property .in 1980 with the understanding that there wilt be no water and sewer 4acititi.es. However, a well haA been d,i,Wed and the owner now wishea to in. tat a wastewater dispo6al 6 y6tem. Soit6 .investigation on the property ha6 bound 6oit-6 6.imitak to that o6 Lot 3 ; Bloch 6; Mann #2. The mounded ab6orption bed .is to be located on the high portion o4 Lot 5. A6 with Mann Subdiv.i6ion #2, the 2 6t. organic layer .i6 to be removed and a 4 6t. inte)mlttant sand layer in6tatled. This pnopenty wilt also rer;uiLe a waiver o6 the 2 4t. o6 natuAal, penmeabte, receiving Boit above the groundwater level. We 4eel the Clearwater piazze System should be treated as an ".innovative" system and each o4 the 6ystem6 on these propenti.e6 6hould be monitored closely bon a du gnated petiod o4 time with monthly inspeetioa o4 the mechanical operatiovur. We a26o heel that di4charge 6ample6 6houtd be taken and tested bon various gua2.ity parameters as puss ibed by your department. We heel the 6ampting should begin a6ter a "starting up" period and 6houtd end by mid -bummer o6 1990. At that time the 6y6tem witt no longer be labeled ".innovative" and .it will be e.ithen approved or d.i6app4oved 4on. genena2 .in6ta22ation. Ending the sampting period .in mid -summers o6 1990, witt allow time 6or new .in6tattations du&ing the 1990 con6truction season. Page Four LOT 2; TIMBERLINE; LOT 11; BLOCK 9; RABBIT CREEK HEIGHTS; LOT 15; BLOCK 3; HENKINS; LOT 3; BLOCK 6; MANN #2; LOTS 4 9 5; BLOCK 6; RABBIT CREEK HEIGHTS; Augmt 29, 1989 We ane ob .the .impkasion the Mun.icipat.i.ty ob Anchorage ha6 monies 6e.t aside bon.innovative 6eptic 6ystem6. we understand that some ob this money was used bon the construction ob two innovative peat s y6.tems .ins to ted within the Muni.cipati.ty. Therebor, we ask .that the Munieipa2i.ty bear .the cost ob .Labo& and tab bees bon monitoking and e662uent .teating ob .the 6ystem6 once construction ha -6 been compteted. During con.6tructi.on ob .the proposed systems, Nick Zonich Jr. ob Ctearwater Waste System6, Inc. w.iU be pk aent.bon .iatatter tna.ining and construction in,speeting ob .the systems. Any quati.on6 pertaining .to the Ctearwater Waste Systems 6houtd be directed to Mn. Zor.ich at: P.O.Box 754 A6tokia, OR 97103 Phone: (503) 325-5879 (503) 325-7620 The Give owner6 ob the rebereneed proper.tie6 have been made aware that .the proposed 6y6tem6 are innovative .in nature and they Witt not be 6U_Uy approved untit 6uch time that youk depar;bnent 6eet6 the mechan%ca2 bunction%ng and discharge characte)Listics ob the 6ystem6 i6 6u66.icient to warrant b.inat approvat. A6 a b.inat note, i4 the Ctearwater System .ia not bound satis6actoky enough bor 6.ina2 approval, the content6 ob the 6teee tank which .i6 to hotd the Ctearwaten System is .to be removed and a high water alarm .ins.tatted at the owners expenz e. At that ,time .the 6eptie -tank and Ctearwater tank combined mitt act as a hotd.ing tank with a capacity .in exce66 ob 2000 gatton6. With approvat ob the in6-ta tation ob these Ctearwater Systems we also ash .that you approve hotdi.ng tanks bon. .these propen.tie6 in the event .the Ctearwater System .is not bound 6atis6aetory. Ib you ne2c��ny additionat .inbonmation bor your review, ptea6e contact u6. 91 ERT A. SHAFER, P.E. S/gm cc: FREDDIE MAC c/o George McCoy -Jack White Company Ltoyd Barru6 AHFC c/o Lori Crowden -Jack White Company Kaakina Bnod6ky Gtokia Hampton 9 Ken Dodge LEGAL 2 DRAWN CKD. DAT Z SHT.tt �- i� 7., a.r aa•ra..........>•..ee1 " o 4obs i A. e RIVER, V /� 1 '! ay• c a 9 (p RI PIPp /�s P •V�,`%��/ . L��JV /�v ��i�OF��J Mai rip I F 00 i F1 a o Municipality of Anchorage 07 DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 G SOILS LOG — PERCOLATION TEST PERFORMED FOR: 6G %t" k� TOV LEGAL DESCRIPTION: DEPTH i(kE E T) 1` . ti `"� N .. � �(✓/ 2 r , r� 3 , r .d 6 7 r �p/o 8 �o 9 10 11 12 mship, Range, Se SLOPE �c�'(—jzat'1 of r'}�lzi WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? t _DATE PER RMED:$4�`^ ;tion: SITE PLAN S / L O P E 13 Depth to Water Alter ' Monitoring? 'Z Date: 14 Reading Date Gross Time 15 � 16- 17 18- 19- 20- COMMENTS 81920COMMENTS S&SENG Net Depth to Net Time Wat I Drop PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT Iri PERFORMED BY: ERiYet, Alaska 99577 ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELIN 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN ON THIS DATE. DATE: 1� '� j I� Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST ED FOR: SAL DESCRIPTION: L+3 06 M/,tQt---1 Z Toy DEPTTH� F I I ti ti ti 2- f O 6 7 0 8 o alr- 9 10 11 12 13 41516 14- 15- 16 17 18 19 20 COMMENTS gts: 1. %o L—&� • b� �° •• a Vis... ............. .�, r•i A. ?� DATE PERFORM€h��Fa - dw mship, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? I S r L 0 P E Depth to Water Aller I Monitoring? _a dale: Reading Date Gross Time Net Time Depth to Water Net Drop b-vL Z'. 1 S 4 — — 'S •3 PERCOLATION RATE —1k _ (minutes/inch) PERC HOLE DIAMETER N TEST RUN BETWEEN �--SFT AND 4:5- _ FT S & 5 ENGIIVttKnw / PERFORMED BY: 17034 „� p p ACCORDANCE WA41WPL.PftR 'EFAL GUIDEI IN 72-008 (Rev. 4/85) f'( �/ CERTIFY THAT 3HIS TEST WAS PERFORMED IN CT ON THIS DATE. DATE: _ 4T 2 N, JJ �.:.fr Sd ni.� , 7 ' e s,=3�♦ .y P-1>Y..� / '4i �. .Z vV t1 �Y,�/y+h.1,?"i$•1d 3�ii>n•.. y. �ai rX+�;tlsbi'n"�j v'J�%j •t� L. z� S,2�) > 6"e 4 & 4 NCly op Pe WECANG,Ices aton Q ALti // S ns will be Apnaucfa pprpvad En a by. / ,n1 Munl c/palit 9inaar/n9 Firm n9 Ppp (per Ora mir 1ea i n "` o ` c �• S� /1 hp cltIa i�. rim• -...r a l' i^ c .� is � y� L l a Op J d, whlph apV 2l On@? a11h/s app/ip pwpr Up9raga afipn is o ` ba/n9 mada o Weu a P Slp9 .. roperl Driller pill P C% \ J N � t c (I V V C N � L O a � 4' U ,{ T a V� N Q fayi0 U L) V �v )iri'az � 'CL Eew �23Q J LL Lw Z �z u acn D�0 7_ 0 m E E 0 D cr,o c'Jw �.n 0 w 0 0 z La Q N C CL O N IL F �i �• � f�:hr� S yt r "i.W, f ,jN,4 LS �Y'i •.� ift� c w, n T � i C y O of I I _ C N o o E Gc x u 01 a m 0) 3 EE O p N O aa) E Q. o a -0 n O U i C d U w y m r 3 N O .M p O O U 00 0- m w 3 n Q °c U c a (n C � N c C 7 i� Q7 U 3k v CL r p Z O L N (n O p O O N V� — U cc C 0 0 U d J J 0 p (n -E O m U p a >m °` N to g 0 >T C N I 1 O O C O 1] U i� U v T tR0 p L a 3 0 O O4 O4 e EO N a y O N m U N C U7 C W co 0 U)00 d ao'V roY zW p Wp vD a) d N N Cq LL a @ '.0 C O T � .0 O O a L U N P W o J z 0 N— m n F �i �• � f�:hr� S yt r "i.W, f ,jN,4 LS �Y'i •.� ift� z L Q J � N w t � > C r •R\' _ � WP 1 S--.? �-� �j © i v . .. AlA� z L Q J � N w t � > C r •R\' _ � WP 1 S--.? �-� �j MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES MEMORANDUM DATE: July 3, 1989 TO: Michael Kerr, Zoning Enforcement. FROM: Daniel Bolles, On-site Services` SUBJECT: Lot 3 Blk. 6, Mann Subdivision #2 In accordance with requirements established at the May 30, 1989 meeting between Mr. Thor Hofseth, PWD Zoning Enforcement and DHHS On-site Services please be advised that: To date this office has not received an on-site well and sewer application for the above referenced property. Please notify this office when legal action is taken. db/81 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & PT ENVIRONMENTAL PROTECTION JUN 91989 RECEIVED J o, -alj�OV4 Ito 1 � 4%'%� W!.�'� N v�l/,�/✓� � • GCSE/` �1�� v . d1 � �� . L /qo fio Lyle Davis VIN Vehicle Investigations of the North Corrip'laitint :11188156!5, P.O. Box 112484 Phone (907) 345-2451 Anchorage, Alaska Daten 11--3-88 Pager 268.9122 99511.2484 1.:.. Received corrWaxint from Michael ?Kerrn Zoriint--.t House be? i rig A i I t on 1-3 136 Marin #2 no I an,J use pQr-riii L i So U 01.1 and ri c) o ri --- so i t e p e.) r m i t j. s s u u d People I i v I. n g in s t o r a g e s I. -I (-., d w 1't 1-1 n o sewage d i s p, o at -F a c: i I i -t i e I I /to Elite Asit no pipes to or- 'from dwol I ings q sever).'l ho I e ..o h ave b e e I-, d u n- a r. o 1i n d h cpj s e u n d e r. r o I-, so t I-. t J. to 1-,g all hal 11 kq at t e I- Yj i t h i n I t o I 1./2' o f s u r. f at C) s. i g ri o k", al. s , t e (:) Iri g r o u I-, L. e f t a. 1-10 t e 0 1-1 IT[ Y C;A I'd t Cl C at 1 1 ITI e 1. / si 8 I'a I k e J w J. t [-I I -K e r r � n o 1:'. o r, t 7--k c, t 4,1 7. t 1-1 p I"' o 1-.- 0 r t Y 0':d n 0 rs" to date. I 1./ c/ (). Roth/ E3. Oswalt werit by I"10 horlie some tire trzAck:so in snow. s2! T h o r 9 , 4 �5 - - 1. 9 () ! j. S b u i I d 7.1"1 g t 1-1 C.) I I o 1.191 e I. -I e j. so 0 1-11 Y t 1-1 -0 r e When he is ac.tually wor-4--J.n�..) ol"i 1)01.1S(i?q parents olo)n -lot. Us j. 1-1 a I::- o r L ak I::- o t t y a ri,-.1 is ri o t 'I i v i n g t h e r- e . Wi I I t-, a i t -f c) r- o r"! n a rp: e 1: a n to e s g p 'I a I -I s t o Ij s e 1-10 11 d i 1-19 L Ek 1-1 !.:: 'is. 12/3 Cetse., c.losed [MB. J. / "3 8 9 catHed 1---lariso .1'.o obtakir-I 'will LIC-) irl contact When we .'are .-able to eirjter 15 Htopped by Hoffseth propc'.,rtyg dot 1211, see anyone; around t o o k i--, i c t u r. e of s: i g I-, . 5/8 K u r - r at I I e d w a n t so to ';;Io J. I -i wl i t h w a rq, a n t id e e k o f 'the 012 n d g with Trooper- escart . Weds t"s to enterr and Ate f a r LJaStewatter, violations. ,30 FRoth and 1 jttterid(:?,] at meeting iat PW Zonin:..-j Er-JOF"CeITIE11'It 11r. Catrripbell tqatq; pq,esent along with Mr. ldoffscth aricl 1-1 i s f a 1: 1-1 e I--- .. it WW -''ds '.-agPOed that Mr. Hoffseth get a I e t t e r, to On—site; stating he WOUld not Wave,-, r -I I-, I,, i n g w a t e r- 1I", t Ii ea h o u s e rand w o u 1 11 [ ia .,I I o 1-i t a I 'I s e..' w at q e .' fl -i J. s, is s o he I I ",e a 1.-j I e t c) s t a y i ri 1-1 C) u e u I-, t i I he c ..-a n gest p e r rn i t s . A F f seth hats .30 days to get p e m i t so c) r'• Z o r7 J. ri 5j w i I 'I a S k t h at t b 1-1 :i.1 1-.1 11-1 g b e r e) ITI 0 V e! 6/2 (iave taped interview to 011m DaWs, atbout 1, I-) I o r. i o ri 1 s at w rj r s u b j 0 c t '1 0 L 1. .1. / 8 / c! "'-3 ':Ib/(S4 Z . MUNICIPALITY OF ANCHORAGE �'lGj �/` GLGY/� Cl/ DLJ FrG� DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION lJt+/y� CITIZEN COMPLAINT P DATE TIME TAKEN BY •� g ,� TQ --` f h' (/�-/i?r G,/ (i `�',1 E D� ' I _ - 1 l I � Q�%1t7. N ' / N R. A E TYPE: ❑ JUNK CAR 9 SEWAGE ❑ AIR GAO S'� P R ❑ NUISANCE El WATER ❑ NOISE y I mG GIJQ� fGc IL�IY �v� �Jl�f N ❑ HOUSING ❑ FOOD SERVICE ❑ CHILD/ADULT T CARE yYeGGb�! COMPLAINANT'S NAME 4111 LAST FIRST INITIAL ;ua 1�EnR /�� ADDRESS — '�7 P L E A S E P R I N T 2 o ry i IVG E N F01?r rly FNr PHONE DAY: OTHER g34� LOCATION OF PROBLEM ZIP CODE Z07-,? But 6 ^#A1A1 5140. # 2 CROSS STREET FOLLOW-UP 3'4MEs ST. O FF CALL YES ❑ NO ❑ ETAILS OF COMPLAINT dG.NEn KAARIOVq PNOPSkY nA1cIAO b R ap Ref jr, p, 0A 1,0640 /INCH• 991. LIvrN� �N9 STur{HGF SkED tv�T,�/ A0 L R4vD tti3F_ Eart (r 0.f SEu-HGE PIS,00f,9L F,44C /L i r)ES. VIOLATOR'S NAME, ADDRESS AND PHONE NUMBER (If Known) 'f f 70-006 (Rev. 11/81) l c_7_ 3) - Ci j MUNICIPALITY OF ANCHORAGE �o MEMORANDUM Date April 15, 1988 To: On-site Staff From: Me via Michael Kerr Re: Lot 3 BLock 6 Mann Subdivision #2 16241 St. James Street Anchorage, Parcel I.D.#020-051-22 Michael Kerr, Zoning Enforcement has given these people 5 days to clean up and obtain a permit for water/sewer facilities from this department. He would appreciate it if we hear (see) anything to let him know. He has other problems on this property including improper sewer/well facilities with people living there. LaJJJJVad Signed 91-015 (Rev. 1/81) Send Monday 05/08/89 10:05 am To: Subject: Zoning complaint -------------------------------------------------------------------------------- On 11-3-88 I received a complaint which came*.from Michael Kerr, of Zoning, it delt with a house which was copstructed on L3 B6 Mann Subd. #2. The owner had not obtained a building permit or on-site sewer and well permit, and Kerr believed they were discharging wastewater onto the ground surface. No evidence was found that could prove the owner was indeed doing so and the case was suspended. Today Kerr called to let me know that Zoning Enforcement is getting a warrent and Trooper escort to issue a summons to the occupents, he would like someone from our office to come along and issue a citation to the occupants for illegal wastewater discharge. This will help their case and give reason to keep the people off the property until such time as a suitable solution can be found. I reel this is warrented and recommend a citation be issued if necessary. I need to call Kerr back by this afternoon. Please respond as soon as you can. Thanks. • '� Municipality of Anchorage On -Site Water and Wastewater Program e (907) 343-7904 I'' '�'� f• s x e. v Certificate of On -Site Systems Approval Parcel I.D. 020-481-11 Expiration Date: 1. GENERAL INFORMATION Complete legal description Mann #2, Block 6, Lot 3 Location (site address) 16241 Saint James St. Current Property owner(s) Tim & Rebeckah Lyons Day phone_ Mailing address 909 Se 352nd Ave Washougal, WA 98671 Real Estate Agent 2. TYPE OF DWELLING: i] Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual 7 Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ P tlbl iC VY�a tef QYJLe111 ❑ PUbljl ouwul ❑ Waiver/Variance Received by: LL � U � ; / � G � ,r Date: P COSA to be released to the engi�eof, unless otherwise requested by the engineer. COSA Fee $ /-2 q_ fA Waiver Fee $ Date of Payment 5 �3�1) 1J? Date of Payment Receipt Number Receipt Number COSA # 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. Name of Firm Pannone Engineering Services LLC Address P.O. Box 100217, Anchorage Alk. 99510 Engineer's Printed Name Steven R Pannone Phone (907) 272-8218 Date 5/28/13 6. DSD SIGNATURE ��mSyste#1 Approved for bedrooms `":B1even*X*Pan* none :' CE 8149 System #2 Approved for bedrooms oil �^ Disapproved BiDFESSI Conditional approval for bedrooms, with the following stipulations: By: Original Certificate Date: 3 ` ! The 6 icip�llty� forage 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 blue sheaf f - 1., c If more than 1 septic system is on the lot: COSAChecklist# + of Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: Mann #2, Block 6, Lot 3 A. WELL DATA Well type Private If A, B, or C provide PWSID # Date completed 3/9/94 Sanitary seal (Y/N) Y Total depth 195 ft. Cased to 60 ft. FROM WELL LOG Date of test 3/9/94 Static water level 4 Well production 3 WATER SAMPLE RESULTS ft. Parcel ID: 020-481-11 Well Log (YM) Y Wires properly protected (YIN) Y Casing height (above ground) 27 in. AT INSPECTION 5/22/13 22 2.9 Coliform Absent colonies/100 mL Nitrate ND mg/L Arsenic ND ug/L Date of sample: 5/20/13 Collected by: PES B. SEPTIC/HOLDING TANK DATA ft. Tank Type/Material S.T.E.P. Date installed June -August 1994 Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (YIN) Y Depression over tank (YIN) Jri N High }water alarm Y/N) Y `J Date of pumping 3 h"A20/3 Pumper /'/A m lilbJc- (,C(n� C. ABSORPTION FIELD DATA JuneAugust 1990 z 1.5 GPD/SF Shallow Trench Date installed Soil rating (g.p.d.lft orfiz/bdrm) System type Length 60 ft. Width.4 ft. Gravel below pipe 3 ft. Total depth 7.5 ft. Eff. absorption area 300 ftp Monitoring tube Y Depression over Feld N Date of adequacy test 5/22/13 Results (Pass/Fail) Pass For 3 bedrooms Fluid depth in absorption field before test 0 in. Water added 497 gal. New depth 0 in. Elapsed Time: 90 min. Final fluid depth 0 in. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) NO If yes, give date D. LIFT STATION Date installed June August 1994 "Pump on" level at 43 in. Datum Bottom of Tank E. SEPARATION DISTANCES WELL ON LOT TO: Size in gallons 500 "Pump off" level at 45 in. Cycles tested 3 Septic tank/lift station on lot 100+ Absorption field on lot 100+ Public sewer main 75+ Sewer /septic service line 25+ Animal containment areas 100+ Manhole/Access (Y/N) Y High water alarm level at 41 Meets alarm & circuit requirements? Yes On adjacent lots 100+ On adjacent lots 100+ Public sewer manhole/cleanout 100+ Holding tank 100+ Manure/animal excrete storage areas 100+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 5+ Water main 10+ Water service line 10+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Water Service line 10+ Surface water 100+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS 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. Engineer's Printed Name Steven R. Pannone Date COSA brown sheet -1 0-10.1 2.doc Absorption field 5+ _ Surface water 100+ Water main 10+ Driveway, parking/vehicle storage 110+ in. _1 LOT 1 1 I 1 I � 10T B I I � ------- 1 a East 162 nd o C:> SEE ''DETAIL r1 S 89`55'12" E' 30 S 90'40'00" E Rec. (72-259) 300.00` Rec. ------- i 70 Telecommunications _and Electrical Easement E N �N LOT 3A, Block 6 oz -Ig v = 89.888.6 Sq. Feet U70 LOT 5 ON 10' Utility Eosemen 0o BARN —' -------------- FOUND 5/8" REBAR HELD ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND i-l8li'J t-tatt�iT LZ-C�. THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this 3+Zj Day of J u 1"j E of 2t) f?�, by and between wez (-411F r /� �qi._ & �� herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows; I. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (A W WTS), described as located .S43i rI t , },_i !YIN 5 1�-t�7r e - Anchorage, Alaska, 2. Definitions. A. Alteration. Any change -to the design or function of an AW WTS that Includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. prior to performing any alterations to an A W WTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65. B. Certificate of On -Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system Construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. U. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an A W WTS that were included in the original design which would allow the AW WTS to continue to perform as designed. H. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an A W WTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of . (.00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life of the A W WTS. The tette begins on the date of approval by the Municipality of the installed system and shall continue while the A W WTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. 5. Alterations. Installation and Removal or Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AW WTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AW WTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the A W WTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been perrormed on the system pursuant to the terms and conditions contained in the Owner's A W WTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's A W WTS Operating Permit is: C. Owner acknowledges that the fine schedule for failing to maintain and repair an A W WTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the A W WTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for A W WTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AW WTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: 1 Owner: — L,00 14.-n e ! j� i r}i , / L L C. Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions ofthe Memorandum of Understanding, OWN By. By: JV.q r(r�f Date: STATE OF ALASKA THIRD JUDICIAL DISTRICT ,MUNICIPALM: By: Title: Date: } ss. } The foregoing instrument was acknowledged before me this 3.J day of Ju-VA4 2011 by Davi 3 &iyx4 l-rve! NOTARY PUBLIC FOR ALASKA My Commission expires: t3 " OFFICIAL SEAJA!LASKA LID DENISE L. CAR NOTARY PUBLIC, STATE OF MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # QaQ -05( ZZ HAA # _- H 1. GENERAL INFORMATION Complete legal description ©7" 3 AZ n2 -7r Z Location (site address or directions) Property owner —/�/1f T! m -moi ©�rcJ Day phone Mailing address Lending agency Day phone Mailing address Agent Day phone Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- . Ing to the legality and status of system. Oil 4. TYPE OF WASTEWATER DISPOSAL: 72-026 (Rev. 1/81) Front MOA #21 Individual on-site_ ; Holding tank Community on-site ' Public sewer NOTE: If community wastewater sysfem,provide written confirmation from State ADEC attesting to the legality and status of system, 72-026 (Rev. 1/81) Front MOA #21 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm f2- ��J?o/��5�5 Phone¢5 lS7 Z, Address Engineer's signature OF Ak s qtj .q •e..•.fa ��\z ` 9 1 Date 3-6-7.) CAUTION (`- 1 ty Tlhe N>tiiiici) ality of (�FlI1orage Department of Health and Human Services (DHHS) issues Health Authority ,,,`Qp4roval t; ertificatesGbased only upon the representations given in paragraph 5 above by an independent `prores§ional engin* registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and Nisi,' lidnding'institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not �f, conducf' insp"eotions or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72025 (Rev. 1/91) Back MOA M21 ® Municipality of Anchorage IaL Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: j -J7 �- 'y cel%l) '� ��— Parcel I.D. A. Well Data Well type W Ole If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) T Date completed I ZT7�—Driller�� t�,i'1��c71�1f` Total depth /� Cased to '�( Casing height Sanitary seal (Y/N) Y Wires properly protected (Y/N) J Sewer service line WATER SAMPLE RESULTS: Petroleum tank Af0 //? e _ Coliform> Nitrate Other bacteria Date of sample: CU Cad J l 4-- Collected by: 1: /`C=J� ;�� J C_- B. SEPTIC/HOLDING TANK DATA Date installed 7 )I-?zl– Tank size l JGO 5 T -1--P Compartments Z, A / Cleanouts (Y/N) y Foundation cleanout (Y/N) .Depression (Y/N) `v { )% High water alarm (YIN) y Alarm tested (Y\N) Date of pumping mper SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot < < On adjacent lots > Foundation �J rr 5c?o To property line Absorption field �� << I -t--cj' Water main/service line % C7 i Surface water/drainage 03 72.026(9r93)•Front CONTINUED ON BACK PAGE FROM WELL LOG AT INSPECTION rn Date of test z Static water levelt - n m Well flow / ! �� 4J g.p.m. g.p.m.�> < z !C �a 1\7 in O Pump levell % < < z rTJ�e (nz SEPARATION DISTANCES FROM WELL TO: Cri S2 C Septic/holding tank on lot On adjacent lots o ° l d'O' CI O S;dcral 0/'a ,)arc' Absorption field on lot / ?Icn. I�t / {�� ; On adjacent Tots Public sewer main N A Public sewer manhole/cleanout N//4 Sewer service line WATER SAMPLE RESULTS: Petroleum tank Af0 //? e _ Coliform> Nitrate Other bacteria Date of sample: CU Cad J l 4-- Collected by: 1: /`C=J� ;�� J C_- B. SEPTIC/HOLDING TANK DATA Date installed 7 )I-?zl– Tank size l JGO 5 T -1--P Compartments Z, A / Cleanouts (Y/N) y Foundation cleanout (Y/N) .Depression (Y/N) `v { )% High water alarm (YIN) y Alarm tested (Y\N) Date of pumping mper SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot < < On adjacent lots > Foundation �J rr 5c?o To property line Absorption field �� << I -t--cj' Water main/service line % C7 i Surface water/drainage 03 72.026(9r93)•Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed A �i g% Manufacturer A✓1Ll) . Tji//-r 16,) C-2-2 G,—) Size in gallons Manhole/Access (Y/N) Vent (Y/N) "Pump on" level at High water alarm level Meets MOA electrical codes (Y/N) SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot 1 (r2 / On adjacent lots "Pump off" Level at Cycles tested / ori I Surface water / / e D. ABSORPTION FIELD DATA Date installed C Soil rating (GPD/Ft') System type �e 1 r Ei2CG�, Length %O ( Width l Gravel thickness O Total depth G- Total absorption area ��> C Cleanout present (Y/N) Y Depression over field (Y/N) Date of adequacy test ( /V G Results (pass/fail) for Bedrooms Water level in absorption field before test �� After test _ Peroxide treatment (past 12 months) (Y/N) If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot / ?\o On adjacent lots /00 Property line To building foundation (Z 1 To existing or abandoned system on lot On adjacent lots Cutbank Water main/service line lir c r Surface water G' Driveway, parking/vehicle storage area �/F) Curtain drain AJ C E. ENGINEER'S CERTIFICATION I certify that t have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signature Engineer's Name Ge e9� o Ft' James i. 6i�emr��e. USS Date fF 15171; � a �F:C C`Ct,r HAA Fee $ ;Jo • Waiver Fee $ Date of Payment 3�c2/%� Date of Payment Receipt Number �a� /9) Receipt Number 72-026 (3193)' Back �� I Commercial Testing & Engineering Co. , Environmental Laboratory Services =r�r��»�,f� Si�ICF 1908 CT&E Ref.# 94.5418.1 LABORATORY ANALYSIS REPORT Client Sample ID L3 BLK6 MANN 42 SUED Matrix WATER Client Name JAMES SIZEMORE & ASSOCIATES WORK Order 10297 Ordered By JAMES SIZEMORE Printed Date 10/25/94 @ 08:11 hrs. Project Name Collected Date 10/21/94 @ 10:45 hrs. Project# Received Date 10/21/94 @ 12:00 hrs. PWSID UA Technical Director STEPHEN C. EDE Released By Sample Remarks: SAMPLE COLLECTED BY: J SIZEMORE QC Allowable Ext. Anal Parameter ____________________________________________________________________________________________________________________ Results Qua! Units Method Limits Date Date Init Nitrate -N 0.10 U mg/L EPA 353.2/300.0 10 10/21/94 MCE * See Special Instructions Above UA = Unavailable ** See Sample Remarks Above NA = Not Analyzed U = Undetected, Reported value is the practical quantification limit. LT = Less Than D = Secondary dilution. GT = Greater Than 5633B Street, Anchorage, AK 99518-1600 — Tel: (907) 562-2343 Fax: (907) 561-5301 ENVIRONMENTAL FACILITIES IN ALASKA, COLORADO, FLORIDA, ILLINOIS, MARYLAND, NEW JERSEY, OHIO, UTAH, WEST VIRGINIA M 4*4 EM Q O z r/I cd: —4: r-1: .Ht � 1 p 04 Oil ru t vi 44 44 U)l co; ot 0: kH: Ltl >Q.' LO Jx Q 0 iJ LH! to CA --o u O z r/I cd: —4: r-1: .Ht � 1 p 04 Oil ru t co; ot 0: 41 7p Lo C4 O z r/I cd: —4: r-1: .Ht � 1 p 04 Oil ru t 7p O z r/I cd: —4: r-1: .Ht � 1 p 04