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MORINO LT 2
10 MCI OA nO w o I wo)-jai-a5 Municipality of Anchorage Page I of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Dox 196650 a Anchorage, Alaska 99519-6650 0 Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: cA c)42b PID Number: C) 1 7 — Name; -TM � Wastewater System: ❑ New *Upgrade Add.eO..SoX tion {CL_uat.o.a i44-tVa:fi 94:;77z. ABSORPTION FIELD Phone: 22- F. , p,o� ,8b� No. of Bedrooms: *Deep Trench ❑ Shallow Trench ❑ Bed [I Mound ❑ Other LEGAL DESCRIPTION Soil Rating: 4E7 ToIaIQD`P�f`om`iiginet grade: GPD/Sq.Fl Lot: Block, Subdivision: Depth to pipe bottom from original grade: /-7_27.8 Gravel depth beneath pipe Ft. Z ' N to 1400-4,4Q Ft. .0q Township: t Range: Section: Fill added aatbove original grade: Gravel length;/ Q Cl New ❑Upgrade Gravel width: / "�' Number of lines: ( Distance etweenlines: N A Ft. i2 FL Classification (Pr B,uy Total De Cased To: Total absorption area: ± -- Pipe material: p �D A Ft. Ft. SO. Ft. Driller: Drilled: Static'Naler Level: Installer: I �- s Date instal d: - 1t 12 Ft. Yield: - Pump Set at: Casing Height Ground: TANK GPM Ft. SEPARATION DISTANCES )(Septic ❑Holding ❑S.T.E.P. To Septic Absorption Da Holding Flublic/Private Manufacturer: .—r�� �j. e 111 `-a'—*— Capacity in gallons: - 000 From Tank Field Station Tank Sewer Lines • 1 ' ` Material: Number of Compartments: Well- O (�* 110 : * N � v Surface LIFT STATION Water LotZ2�t1N�/ / / 25+ Size in gallons: faclurer: Line rrl +r %J i� "Pump on" level at: "Pu el at: High water alarm at: Foundation ?9 j �'Z�k �j �(J Curtain N __� Pump Mak el Electrical Inspections performed, . Drain "�2_V_ .r��s C BENCH MARK Remarks: 0411j _ Location and Description: �jC it W.o& Zoo G/o oa )00.00 f 12.c7D eZi0 /nttEL Assumed Elevation: 2rg_ ENRkN SEAL 0L_0 JG 5 _;Q f�� y 0 ILS° dN� 3 76 F-r?- � ua-S'r� �S y,64a S s S e `• ��3 �~�a�• �". .4 ♦ ��Pa / f 4 R esea ahR Ria. �9.0 is If•Uo* riSA st Inspections performed by: � vGDates: 1st- 2nd 2nd m • e A. Goma rL Department of Healt and Human Services approval 0� Fy •a,, =.�'t,� P Q RL r c' a 12 zA�4:,,� Reviewed and approved by: Date: 72-00 (Rev. 9/9p MOA 25 Tr c —1s It NOTE_ : NEv1 T2F�!�4. IS INsu� F2dr 5ouTb+ cJo To MoHrra��.sEr;TUBEe 2�+ Soil covFA" o'-� I�Sul.4T P pofz+zonl 3'+ CAVEJL over- INSuu�C-.a poR�+OnI. goo � i V .� A, -VALUE ."$NLL_ V-WJ _ TOPE. D1 �� NEvJ IDDO 6AtiLDO E 5GFrlc -mrJK. Dom9l NP -W 4"4 PVC 5Ev.,E1L . 13.9 %D 5LOPa t 74 M.T�L,,,e t 10�uT,LTt f'PSFJ1F1tf T2F�+CIa �� u pap. C. E.A. M.T"F . coo X> EXISTaCr 4"¢ P -JC, SswFJL lJOLirit'+ iA — New %'" ,q E = I l-/. 5 Cid = 30.5 5►toa �a 70 Z5`t Wws No'F' 037 "tj lr '8 = 13Z-5/ EXISTIOG $UMP C CU = 13.5 DF= 30,5 J�9 = 105 FG = 32/ '�rNA S D = '� (E OF q %ilk D-1.3 eie {-_ e�••°°O•°•Deas SEP-rt� VPUP--�rD�.: to -r Z� MofZINo s�D . ���// r P�.f�'4 0 Y DHYO ♦ B Det•• .D•• _PF'�BPA17-.EDD POOR.: J,4W1f5 r>1 � • Y .• Y. .. e f ey A. Gornes S s °D CE -7953 a �- -PR9PA� DRY ; ALASKA Wa T WAwA 2 s�ufcEs I��F9�., .•.' �s pQ.`7'E % I1/c4/94 DAWN : GARPE55 Fs LADLF-s "".:1/ 8,D' ®6ti�d��°sa®`���� its ,m 105' 01 9S M IAS - g LA I L1 D\YJ& - _Permit No. 5w94 047-0'Page 3 of 3 l Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6660 w Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Legal Description: LoT Z: r,10rz1tjD S/D PID No.: .01-7-47-1-2!5 72.013A (1193) - Alaska Water & Wastewater Services "Preserving The Last Frontier" �2 fv1,sl�' November 14, 1994 N vT Municipality of Anchorage Department of Health and Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519--6650 Ref: Septic System As-builts for Lot 2, Morino S/D_ To whom it may concern: Attached is the as -built drawings for the subject septic upgrade_ Comments regarding the system are as follows - 1. SOILS BELOW TRENCH, As can be seen from reviewing the attached inspection report, the soils in the test hole area, at, a depth of 11.5 to 12 feet, "perked" at approximately 120 minutes/inch- Once the trench excavation was done, it could be seen that the very tight soils (soils which smeared during excavation) along the bottom were isolated to several small pockets (one of which was near the test hole), and did not appear to be extensive. The length of the trench was extended by 6 feet to compensate for the areas with very poor soils. In short, most of the soils (side walls and bottom) appeared to be equal to, or better than, the soils encountered in the test hole, with virtually no smearing. My confidence in this system to operate adequately is enhanced based upon the suitability of the old trench, and the septic system on the adjacent property (Lot 1 Morino S/D). The old trench is located very close to the new trench, and is at a depth of 12+ 'Feet. It has only 370 ft2 of absorption area and has operated adequately for 15 years_ The new trench is at an average depth of around 10.5 feet, and has an absorption area of 1116 ft2_ In short, we have installed 3 times as much system, and at a shallower depth. The septic system on the adjacent lot is virtually identical to the trench we installed. It is in similar type soils (slow perking GM, 324 ft2/bedroom), at a similar elevation on the hill, has 8 foot of drain rock, and a total depth of 12 feet_ Soils testing on the adjacent lot (7/28/89) indicated there are no groundwater concerns even during the summer months_ This system has been in operation since August of 1989 with no apparent problems, per the property owner on Lot 1, Morino. Telephone: (907) 337-6179 . Fax: (907) 338-3246 e 8471 Brookridge Drive 9 Anchorage, Alaska 99504 2. INSTALLATION OF ALTERNATOR VALVE: An alternator valve was installed so that flow can be diverted to either the old or new trenches_ The ability to alternate will provide an additional factor of safety in the design. I am unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems_ If you have any question, please call me a 337--6179, Sincerely, Jef /`X/0 Garness P -E_, M.S. Own r C n ul.tant Kelley6.wps 4% "RO vESIS',' P' MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 i 11,4 PAGE 1 OF 1 ZNG� (IIIZ-1 iq @ 4'.OUQM ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW940420 DATE ISSUED:11/02/94 DESIGN ENGINEER:ALASKA WATER & WASTEWATER SERVICES EXPIRATION DATE:11/02/95 OWNER NAME:PITTS JAMES L & OWNER ADDRESS:12640 TURKS TURN ST ANCHORAGE, ALASKA 99516 PARCEL ID:01742125 LEGAL DESCRIPTION: MORINO LT 2 LOT SIZE: 49500 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 (24 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. SPECIAL PROVISIONS: AT THE TIME OF PERFORM A PERC AT 10.5 FEET. RECEIVED BY: ON THE INSPECTING ENGINEER SHALL T IN THE "CLAYEY" SOIL THAT BEGINS DATE: �,If IJ _ 2 - ISSUED BY: C�N �/ ���-' "� l` DATE: S / Alaska Water & Wastewater Services "Preserving The Last Frontier" October 25, 1994 Municipality of Anchorage Department of Health and Human Services Division of Environmental Services On -Site Services Section P.O. Sox 196650 Anchorage, Alaska 99519-6650 Ref. Septic System Upgrade for Lot 2, Morino S/D. To whom it may concern= Attached is the application, site plan, and design drawings for the subject upgrade. Comments regarding the proposed system are as follows: 1. TRENCH DESIGN= As can be seen from reviewing the attached percolation test, the soil "perked" at 60 minutes/inch at the location selected for the new trench. This corresponds to an application rate of _45 gpd/ft2_ Since the existing home has 3 bedrooms, the total design flow is 450 gpd. Based upon this, the minimum amount of absorption area is 1.000 ft2. The proposed trench is 8 fleet deep and 63 feet long, providing an effective absorption area of 1008 ft2_ 2. SEPTIC TANK PUMPING, The existing septic tank is inside the 100 foot well radius, consequently, it will be abandoned/replaced. The access for pumping the existing/new tank/trench is very limited and the elevation difference is such that the maximum suction lift is being approached (per pumper used for adequacy test). Consequently, it is essential that the new tank be placed at an elevation similar to the old one. It may not be possible to pump the new trench completely through its monitoring tube. The trench could be pumped with a submersible well pump if necessary. S. INSTALLATION OF ALTERNATOR VALVE= An alternator valve will be installed so that flow can be diverted to either the old or new trenches. The old trench will be pumped so as to hasten its recovery_ 4. SURFACE WATER: None observed Telephone: (907) 337-6179 . Fax: (907) 338-3246 . 8471 Brookridge Drive . Anchorage, Alaska 99504 S. TOPOGRAPHY: There is a small bench, and a slight drop off (35% slope) near- the south end of the neva trench. I am proposing to place some of the excavated soil in this area, and regrade it to 250 or less. I am unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems_ If you have any question, please call me a 337-6179. Sincerely, Jefij+//A. Garness, P.E. , M.S. Ow e nsuitant Kelley3_wps sot., .Dew" S389ia 8 D BaD.s q•DO - 9 r y A. Garrey ,° cu, a� CE -7953 9F �OD9'•s06nev0aq��d '��E* pR0FCESS� tom. �co''pG PCoPa��D vP�(x=Gf" -t z too P --6'N.5 SEL 25� SYys NWYq, sE. NW %A. ' IZ641 r-YA Roav 1 17- 3W Sw%�5EV4' N vJ 1/4. nl W Y4 -17-701 R1,4 • P.OAP . w 3 l�T�Poti OF :EPl1G "!>"iiN L cr 'L Mo2uJ0 `/p L-Or MCAZINU u:/D l— OLo SEP'riG TAt�t=- NEW "�'P_C�.�C;i � S1rPYlG j7`.✓J� a GTIO,-j 25a. E. /4 E t1/+ N VJ t�} N w Y4 12'� D' 't-uf<`JGS— Pi?tV�l'E SEP61- S-YCTEI-1 Wi` Al.3 too of gof2-I--t .t ,r0 •44 l_O•r 2 � jwlD(2.IIJZ3 F ya. voG z u ces c u' uen .�r•• �. PREpA F:oP,.�iAMF-S 1�17-T5 ., .....�....,.. ffi . Garner J^_ S E-7959 ,: ��� PRF-PAaaD lay = ALASY-A W/l7 f� WA�"CE �11a' t l' i1_�l�C f . PATS : l0/Z5"/q4 DeawN GARPL�_SCAEE. 100 f NUTS - F=LS-='4Ay-lorJ SG7UJe-0j Q, , ';?V"p"TP tc A�G�SS Pot,.rT-'q.T FdT1-nr-t OF NF 1 TPE,-IC -t NAII NOT L�Ll,oW S=ow { oHi3ttJ& dF NEW R r1 � Plfc� Snit, F_xCAva' ED �+2rY� I a 62poe SwP _ 25 % I; A,-GZNA�R W 4una.E tT"t c,r�P� r nr'.s VALve AA nnc c jyt<vJ 1000 6.'VL J 1 5EP-"IG -MOY . 10StA AIE MOUND Sot,. AG p�gVr¢E0, cin 1t Z � ' NEv.I 4�� WC SEwF� t, SIbPF G� �g/FT. �J-15UTL� 612AvlT�'1 ffLoLo IV 04-17 \ . UT2�-s�F4 New-,ro�..l(aAA 63� � MT }21 .1^OVC TOP h FILL .iit•rH IIT LL _....�-�.._+..�MY-S'1etV - }q g 1• CoN-rPPrc-,-DP su.A-,U PANir-. 1'20PetLsr`1 LiNf= , IN1 INSTA-k;k- tiI:W C/o C", - - E�JD OF a,D 'reEt4cA 0CDTeGNCi4 , VIGNti-`7 of S�P'�"IL UPb('hOF-�a) �I.' W(=Ll. P..1aOtU55 �y(I��TI,JL, $UMP V) ppC I-ocA-r-&t7 LAM -0 SuUt; r E�c`sn,G i2[�1c.+4 Is curs t�G wr1-1_ (�r� v5� Ca�rNr_cr rp 2. ELEJAn OO lVop FP oill OLD Set' T 1G "Tc�.ry To raw SePTIG -TANK SNALJ- 81= 'PUC- a �/�CT T1.4Ai ULTlbn1 L P_OM ALG>✓SS T'Y7!n5"i'" FvR. PUMPT�%�.,!L�.! ie. NF_A•A MAX. 3, CON'lY?.rzi..r)2. >!-IA1l..l-1L�VE bL.S�'•1�F-'€:n1fk1 •,RUh-t� h•"i0 uAc vE: QEcvEP- S�PTIG UPUP D w� z� M1)IZ IND S'D -o-a %V&I OF A[ rL,y �Y•.�*l. epD x tp 211.s• ea. t• upt Jiff y A. Garness ;; Qo� CE -7953 % t��` e✓ P2F-PAV-E�D WY : ALAe< V-A WA7-E. � WAS-TEWA7'aR 8-ZJ9` •Q,•�.,p..Od•"'•JFK'-•''' >A- ; lo�z,�9� Y✓�•Vvn! : �A�c5� sc-ALF- ; u r 4����.a� �t� Fob t o«�nN .�� C�-N-ou rj. MoNITo�INf� • FV �F S F /�`iTA Ghl{ Si1"7� PlA1� f 10UND &AG�'FI I LSD SOIL ,.) j C1� Ill_ WITH FILCE� FA5Piel ri - s- 80P PZ' O 'S le 4r,� ���KA�D N z De-9�10 PIPE' w .- STALLED LF-\IeI- U7 N �oA4a' 4� ea4� 4 U1 q vNALLs Mus -I- Ba .•� .485c�2ST10nl P� . \ PlR-GF.1-tC-�.I'r"oF A2F�IN '[c0.•i:. F -r Z o Q J,A, 2� Q..; , Sti ff l PtZAIN ROCK SOIL .Q• 4 4 2i^Orr `Mltl� ..hA4TF—' DRAIN RCC SWtI�U OF $E 1/�_1NUl .."�O__ „�•..'e��� � J I��i�.ihi��/� •' •• �� o Pf�PAf�ED F'oP� t �PrnGS fir r i ..........&... sys o �' rey A. Garne By e4LASVl� �iF�`I j WAe,1-E\NA—rEJZ �EPZVIC ��� '. CE -7953 F �� ••. .•� ��j�d CCS •'•.....es. S - �70PE �.r WrI161palltY of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: ph�ES 1 T a DATE PER f nT.7 ._ rYl /l filr.lh C. ✓`� _ ..____ n__v__. ' wt LEGAL DESCRIPTIO •OMMENTS SITE PLAN sa�m1 GM�5 G r, 1_In2-0" Dh(/.rn)6L U) P, '�-4019 �oo(L, Soi(_S SOME V?rwoej) f�ocF4r�t`5 rLI �-�1=St.n-t 01 1 peaft 5,;�1--5 WAS GROUND WATER No ENCOUNTERED? . IF YES, AT WHAT DEPTH? N A Depth to Water Alter Monitoring? tan Dale: 10 zz . , MI PERCOLATION RATE TEST RUN BETWEEN 6 (minuteslinch) PERC HOLE DIAMETER FT AND -7-2 FT _- L -_x PERFORMED BY: �,��r I / CERTIFY THAT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72.008 (nev. 4/85) WAS PERFORMED IN /1-Uts (Hey. 3/76) U MUNICIPALITY OF ANCHORAGE yl, DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL *0 0* ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264.4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAMP PHONE NEW f/ ot,? -1Ad2�01 ts- UPGRADE MAIL[ N# AD ESS �0 LEGAL DESCRIPTION LOCATIONJA e !`"/yv1N1 N" NO. OF BEDROO DISTANCE TO: Well d Absorption are I Dwelling �-{ /� t q PERMIT NO (c•✓G 6 �a,(D �p ox (Q O 1 � a Q Manufacturer MateriaA�✓l�'�'-' No. of compartmey-s_ c7-' LU p., to Liq. cap cj�y�ingal Ions �l`� V IF HOMEMADE: Inside length -�- Width Liquid depth ..� 6 �4 DISTANCE TO: Well Dwelling PERMIT NO, JZZ S_F Manufacturer erial Liquid capacity in ga ns DISTANCE TO: Well t t Foundation �� Nearest lot line r PERMIT N0. � O r_ O�.�O w= l0 J LL Z No. of lines Length of each lin t Total length of lips e � Trench width Distance between I ryes P Z W 0 A �nches /1 (�. Top of tile to finish Material beneath t.. grade tile I � Total effective absorpo rea �p D Length Width Depth PERMIT NO. Lu 0 Q F Ty of crib Crib dia er Cr' p To ctive absorption area Lu y E Well DISTAN T Building foun Nearest to line Js Depth Driller Distance to IoLTIinr6> PERMIT NO. •7 WOW ) t r _{ J V Y/ Lu Buildingfo nda�tion DISTANCE TO: Sewer line Septic tank �a © Absorption area(s),�U (( OTHER �O � t � o` PIPE MATERIALS / ll( i J—I r s y SOIL T TRATING 5 71 w Q IN T LLER f n �C REMARKS iC t v I -- A PROVED r DATE LEGAL S /v 7 Z /1-Uts (Hey. 3/76) U �AMNAMU Lmliiln(D woMIriz yg®x j°'G9, SwAaa 11aurE A ANcno SAGE, ALASKA 99502 1201 Ramona St. 99515 344=7714 SIX INCH WATER WELL DRILLED AND CASED OUT TO THE DEPTH OF 1F90 f t. DRILLED AT THE RATE OF PER FOOT. Steel_ casing seated out to 46 ft. PROPERTY OWNER Mr. Jim Ritts 808-3223803 LOCATION OF WELL SITE Lt. 2 "Morino Sub. DRILLER Bernie Claus of Rampart Drilling Works. WELL LOG: 0 - 16' 5il ty sandy fine gravel with 35k> nl ay binder- 16 inder16 - 32' Coarse gravel with 20% clay. 32 - 46' A weathered bedrock material. Broken rock fragments. Casing driven. 46 - 490" Bedrock. A sedimentary rock. No great amount of water showing until about 285 ft. 3/4 to i gpm thru that area of grandular type rock. 1t wasn't until 479 to 484 ft. that water production increased. to a total of 3 1/2 to 4 gpm. Coming out of a porous rock material. The .last 15 feet of drill rod was the difference between a good Well & a -poor -producer. Water recovery is back to 20 feet of surface, & some times of the year, back up to about ten feet of surface. This Water Well was naid for in full by Jim Pitts, Sept 5, 1979. We, by the way, cut him a little better deal, on the bill. No mob or demob charge. No set-up charge. Plus some footage cut on cost. COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF --------------- THANK YOU VERY MUCH. BER CLAUS OF RAMPART DRILLING WORK DATE September 5. 1979 SERVICE CHARGE OF 1%z% PER MONTH WILL BE ASSESSED ON PAST DUE ACCOUNTS. �r`» ^ ������� 1� I� � � �� ��������� DEPRRTMENT OFK,1EHLTH HND ENYlRQNMENTHL P��{ECTION 825 'L/ STRE�T/ HNC�ORHGE/ It. 99501 , 264�4720 . L. R... If `1 r .4 W Phi --- YK 1 W ETE M REE A# R! F:" EY": r'�� PERMIT NO ( 790266 ) � HPPLICHNT JRMES L PITTS LOCHTION TURK'S TURN ST. � LEGHL LOT 2 MORINO SUB BOX ]88P HNCH LOT SIZE 49]7] SQUHRE FEET TYPE OF SOIL HGSORBTION SYSTEM IS: TRENCH � MAXIMA NUMBER OF ] SOIL FRATIN8 (SQ FT/BRV 85 � THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS� � �ERI �" "JIF 4-jQ_:_-:: �� ����������� ���� �������� THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD. THE DEPTH OF H TRENCH OR PIT IS THE DISTHNCE BETWEEN THE SURFHCE OF THE GROUND HND THE BOTTOM OF THE EXCAVHTION (IN FEET) THERE IS NO SET WIDTH F0R TRENCHES THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF GRHVEL BETNEEN THE OUTFHLL PIPE HND THE BOTTOM OF THE EXCHVHTlON (IN FEET). FR EH oil U X IF�, F_'E': E-_.� F::" 'T"' :11: 1:1 7V 5=1 VS 101 R. 1 22 ETY:z 1R. CEO GET 021 �����ITO 01 5-S: PERMIT HPPLICHNT HHS THE RESPONSIBILITY TO INFORM THIS DEPHRTMENT DURING THE INSTHLLHTION INSPECTIONS OF HNY HELLS HDJHCENT TO THIS MOPERTY HND THE �NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. ~_� --V Al KDI 1, Thi F,-:"TH oil -1- 3: Fcl. EY. ��Gh B—A 1 10 R -E -E, ED- BHCKFILLING OF HNY SYSTEM W]THOUT FINAL HND HPPROYHL BY THIS � DEPHRTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTHNCE BETWEEN H WELL HND HNY OW -SITE SEWHGE DISPOSAL SYSTEM IS 100 FEET FOR H PRIVATE WELU OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL � WELL LOGS HRE REQUIRED FINE', MUST BE RETURNED TO THE DEPHRTMENT WITHIN ]0 DAYS QF THE WELL COMPLETION OTHER REQUIREMENTS MHY HPPLY. SFTE CIF! CHTIONS AND CONSTRUCTION DIRGRHMS HRE HVHlLHBLE TO INSURE PROPER INSTRLLHTION ������ ������� �������� ��� ���� I CERTIFY THHT 1� I HM FHMILIHR WITH THE REQUIREMENTS FOR 000ITE SEWERS HND WELLS HS SET FORTH BY THE MUNICIPHLITY OF HNCHORHGE, 2: I WILL INSTALL THE SYSTEM IN HCCORDHNCE WITH THE CODES. ]� I UNDERSTHND THHT 1+4E.: ON~SITE SEWER SYSTEM MRY REQUIRE ENLHRGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THHN ] BEDROOMS. PITT S ISSUED BY 4 'T 3•� , \ f 5 A t\ 4H j} T \s fit QS.IVI CONSULTANTS, INC. 5024 CORDOVA -• BOX 6087 ■ ANCHORAGE. ALASKA,99502 • PH. 907-219-0483 ■ TLX. 090-25360 ENGINEERS GEOLOGISTS PLANNERS SURVEYORS July 26, 1977 Fred Morino 935 Gambell Street Anchorage, Alaska 99501 R&M No. 751203 Subject: Soil Investigation for Sanitary Sewer System, NE 1/4, SE 1/4, NW 1/4, Section 25, T12N R3W S.M. Anchorage, Alaska Dear Mr. Morino: At your request of July 25, 1977, we conducted a subsurface soils investigation at the proposed location of the sanitary sewer system on the subject lot. The investigation complied with those procedures required by the Municipality of Anchorage Department of Health and Environmental Protection. This investigation, which was accomplished on July 26, 1977, consisted of a test hole drilled to a depth of 20 feet below the existing ground surface. The test hole was sited according to your instructions and its location is shown in attached Drawing A-01. Drilling was accomplished with a rotary drill rig using continuous -flight solid -stem auger with an outside diameter of 6 inches. A sample was taken at the depth shown on the soils log in Drawing A-01. The sample will be held in storage at our lab for approximately six months. In addition, all material brought to the surface by the augers was continuously monitored by an experienced ' engineering geologist. The topography at the site is generally gently -sloping to the west. At the time of the investigation the site had been stripped. The top of the test hole was located at original ground surface. The soils encountered in the bore hole are shown in the test hole log in Drawing A-01. The symbols used in Drawing A-01 are explained in Drawings B-01 and B-02. This log displays specific conditions encountered at the test location. However, subsurface conditions may vary in other parts of the lot without any apparent surficial evidence of the change. Groundwater was not encountered. Bedrock was not encountered. At the time the hole was drilled seasonal frost was not present. Permafrost was not encountered,. Based on the visual classification of the soil and the requirements set forth by the Municipality of Anchorage, a percolation test was not necessary within the test hole on the subject lot, fV,) k@ y BI r ANCHORAGE FAIRBANKS JUNEAU VALDEZ WASILLA n July 26, 1977 Fred Morino: Page 2 We appreciate this opportunity to be of service to you. Please contact us if you have any questions concerning this letter or if we can be of additional service. very truly yours, R & M CONSULTANTS, INC. Stephanie Hoag Staff Geologist SH:JMB/sl Attachments: Drawings A-01, B-01, B-02, Ae e �5h Jim McCaslin Brown, Ph.D. Head, Earth Science Department r . ,r- -' K, � .✓. ' :�:, r ,+ ,;i x a n i e k k3."rti, � " --1- r � x;:. TO -V 'ON'`JMO EOZTSL ON'f'08d ONRiOW Qaua ® 00'I H'IOH 0I (3180iJ uTQNK WV-dDVIQ NOIIVDO'I 83 -Sloctw4s -40 uoTgrueTdxe aOj ZO-u pup TO -u sbuTMP.zp aOS •UMOgS UOT4POOT agp 4P aTOg 4sa4 ago Uig4TM suoi'TPUOD TTOs aopgansgns s4uesazdaa BOT sigl poaaqunooua eTqeI aa4PM ON •Q•IlOZ gstoW ';:aaq 'auTd (WS) QNKS I.I'IIS ST gszoW 'uMozq-baz0 ('IW) 'IaAV-dE) HOWL '7,K'IJ aDval 'acsys acaos /M I'Iis aAisag00 'uMoaq ('IW) gaAydE) HWOS /M ITIS AQNVS AZT — — — — — — — -4STOW ATIgbTTS 'UMOJU T QNV QNVS HWdl /M ZHAVdD ,0•L — — — — — — — GATS91100 'uMoaq ggbTU (Wo) zamut) ALriis aaNvs uMozu ggBTZ (d9) MIS 9DVdI /M rIaAVHD AGNVS ,S•£ — — — — — — — -4s-[OL1 LT414b-FTS 'uMO.Iu 4gbtrI o r� (WS) SJINVDUO awns ;r 'rIaAvHq allos /M GMVS Alq,S '• i0 LL -9Z -L T •H•I ri 0NIr`S1NVXInSN00.W "3kf o a LL -9Z -L .31aa INS :&� NMO • spOu4aiu A;DA..Tns dq poanseatu, uaaq 4ou aneq pup agpmTxoaddp aip uMogs saouPgsTa aTeos oq 4ON T •H•I x m m N X06 m rt i N y PNSPTV 'abpaogouv •yd•S M£2i 'N ZT I 'SZ uOT4D9S CMN VtMN VIHS ASN SOILS CLASSIFICATION, CONSISTENCY AND SYMBOLS CLASSIFICATION: Identification and classification of the soil is accomplished in accordance with the Unified Soil Classification System. Normally, the grain size distribution determines classification of the soil. The soil is defined according to major and minor constituents with the minor elements serving as modifiers of the major elements. For cohesive soils, the clay becomes the principal noun with the other major soil constituents used as modifier; i.e, silty clay, when the clay particles are such that the clay dominates soil properties. Minor soil constituents may be added to the classification breakdown in accordance with the particle size proportion listed below; i.e, sandy silt w/some gravel, trace clay. no call - 0 - 3% trace - 3 - 12% some - 13 - 30% SOIL CONSISTENCY - CRITERIA: Soil consistency as defined below and determined by normal field and laboratory methods applies only to non -frozen material. For these materials, the influence of such factors as soil structure, i.e." fissure systems, shrinkage cracks, slickensides, etc„ must be taken into consideration in making any correlation with the consistency values listed below. In permafrost zones, the consistency and strength of frozen soils may vary significantly and unexplainably with ice content, thermal regime and soil type, Cohesionless Cohesive N*(blows/ft) Relative Density T- (tsf) Loose 0 - 10 0 to 40% Very Soft 0 - 0.25 Medium Dense 10 - 30 40 to 70% Soft 0.25 - 0.5 Dense 30 - 60 70 to 90% Stiff 0.5 - 1.0 Very Dense - 60 90 to 100% Firm 1.0 - 2.0 *Standard Penetration "N": Blows per foot of Very Firm 2.0 - 4.0 a 140 -pound hammer falling 30 inches on a Hard - 4.0 2 -inch OD split -spoon except where noted, DRILLING SYMBOLS WO: Wash Out WD: While Drilling WL: Water Level BCR: Before Casing Removal WCI: Wet Cave In ACR: After Casing Removal DCI: Dry Cave In AB: After Boring WS: While Sampling TD: Total Depth Note: Water levels indicated on the boring logs are the levels measured in the boring at the times indicated. In pervious unfrozen soils, the indicated elevations are considered to represent actual ground water conditions. In impervious and frozen soils, accurate determinations of ground water elevations cannot be obtain within a limited period of observation and other evidence on ground water elevati and conditions are required. M Engineering 81 Geological Consultants Inc. ANCHORAGE FAIRBANKS -ALASKA JUNEAU f� GENE -'L L NOTES �1 s . (DATE 3- 1 -72 (SCALE N/A IOWN BY LDS ICHKD BY GLB - PROJ. No. GENERAL DWG NO. s-01 nnn„ .., MGRAVEL LIMESTONE ® ® ORGANIC SILT SAMPLER TYPE SYMBOLS SANDY SILT SILT GRADING TO SANDY SILT SANDY GRAVEL, SCATTERED COBBLES (ROCK FRAGMENTS) INTERLAYERED SAND 9 SANDY GRAVEL SILTY CLAY w/TR. SAND St..... 1.4° STANDARD SYMBOLS SPOON µN ORGANIC MATERIAL ® COBBLES B BOULDERS r J IGNEOUS ROCK TUBE CLAY '0'O eoe CONGLOMERATE ® METAMORPHIC ROCK SPOON SILT Lj SANDSTONE ICE, MASSIVE MODIFIED SHELBY TUBE SAND .... 2.5" MUDSTONE ® ICE -SILT SPOON MGRAVEL LIMESTONE ® ® ORGANIC SILT SAMPLER TYPE SYMBOLS SANDY SILT SILT GRADING TO SANDY SILT SANDY GRAVEL, SCATTERED COBBLES (ROCK FRAGMENTS) INTERLAYERED SAND 9 SANDY GRAVEL SILTY CLAY w/TR. SAND St..... 1.4° SPLIT SPOON WITH 47# HAMMER Ts...SHELBY TUBE Ss ..... 1.4" SPLIT SPOON WITH 140# HAMMER Tm.... MODIFIED SHELBY TUBE S1 .... 2.5" SPLIT SPOON WITH 140# HAMMER Pb .... PITCHER BARREL Sh ..... 2.5" SPLIT SPOON WITH 340# HAMMER Cs .... CORE BARREL WITH SINGLE TUBE Sit ..... 2.0" SPLIT SPOON WITH 140# HAMMER Cd .. .. CORE BARREL WITH DOUBLE TUBE Sz ..... 1.4" SPLIT SPOON WITH 340# HAMMER Bs .... BULK SAMPLE Sp ..... 2.5" SPLIT SPOON, PUSHED A..... AUGER SAMPLE Hs .. ... 1.4" SPLIT SPOON DRIVEN WITH AIR HAMMER G..... GRAB SAMPLE HI . , , . , 2.5" SPLIT SPOON DRIVEN WITH AIR HAMMER NOTE! SAMPLER TYPES ARE EITHER NOTED ABOVE THE BORING LOG OR ADJACENT TO IT AT THE RESPECTIVE SAMPLE DEPTH. R M CON9UlTANTS, INC. EXPLANATION OF SELECTED SYMBOLS I DATE 2-16-72 SCALE NONE OWN BY LDS ICHKD BY GLB - PROJ. NO GENERAL - Owo No B-02 34272 TYPICAL BORING LOG BOR/NG NUM6f -ti-T. H. 30-15 EIev. 274.6 — ELEVAT/ON /N FEET DATE DRILLED -,6,10-21-70 All Samples SsrSAMPLER TYPE ORGANIC, MATERIAL 0 Consid. Visible Ice 0-7 ICE+ML I ICE -SILT SAMPLER TYPEy Estimate 65% Visible Ice Ss OI 90, 56.2%,80.5pcf*, MLS AFTER BOR/NG 7 9 . _ AB SANDY SILT STRATA CHANGE WATER TABLES II.S' W.O. __ STRATA CHANGE WHILE DRILLING q • ' 6'Ao —�APPROX/MATE — 12� Little to No Visible Ice IS -30' VX -*--/C£, DESCRIPTION B CLASS/F/CAT/ON Ss p 2 72, 57.1%,85.9 pcf, 28* GP (CORPS OFENGIN£ERS METHOD) a•^o o .o -op, ` RUNIFIED OR FAA CLASSIFICATION TEMPERATURE, OF FROZEN GROUND .o obo 0 A - �� - DRY DENS/TY 000. WATER CONTENT BLOWS/FOOT `� .9. oo SAMPLE NUMBER 000.. SANDY GRAVEL CdJF(3)95 26' SCHIST —GENERAL/ZED SOIL OR ROCK DESCR/PT/OAP) SAMPLE LOCATION 30 ' +— DRILL DEPTH * WEIGHTED AVERAGE B + ADD/T/ONAL DATA AVAILABLE ON SUPPLEMENTAL LAB SHEETS R M CON9UlTANTS, INC. EXPLANATION OF SELECTED SYMBOLS I DATE 2-16-72 SCALE NONE OWN BY LDS ICHKD BY GLB - PROJ. NO GENERAL - Owo No B-02 34272 %I -vg env NOIM31OSd 'IV. MNOWNH 39 HIIV3Fl JO LNVq1NVd3a SE)WOH:)NV :10 "1Vd1:)1Nnw II u Municipality of Anchorage On -Site Water & Wastewater Program N i` (907) 343-7904 ! 2l;irT 1 0 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 017-421-25 Expiration Date: r - r q - 1 7 1. GENERAL INFORMATION Complete legal description MORINO; LOT 2 Location (site address) 12640 TURKS TURN STREET *ANCHORAGE Current Property owner(s) ALAN CLARK Day phone 344-0220 Mailing address 12640 TURKS TURN STREET *ANCHORAGE Real Estate Agent KATHY FERNANDEZ Day phone 441-9000 2. TYPE OF DWELLING: Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System Received COSA to be re COSA Fee $ J.�C b - U U Date of Payment 16 _4r 3 IATW OCT 13 2013 1,2:06) i,.,i Date: 1a 15' b O Waiver Fee $ Receipt Number COSA#T— Date of Payment Receipt Number Waiver # Distance: 9 TYPE OF WASTEWATER DISPOSAL: Individual On-site 0 ❑ Individual Holding tank ❑ ❑ Community On-site ❑ ❑ Public Sewer ❑ Date: 1a 15' b O Waiver Fee $ Receipt Number COSA#T— Date of Payment Receipt Number Waiver # Distance: 9 6. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, 1 verify that my investigation, based on procedures outlined in the 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 GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 x ANCHORAGE, AK, 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG provided an engineermg evaluation of the wegard/asepticsystem in aaurdams with the guidelines and regulations established by the Mwk*afdyofAnchorage and industrypractices The repatedresvds describe the oordition of the systems on the datekof thee vatuallon. Separation distances were measured toreadi7yidentifiabk: features. Hidden defects crencroachments may exist that ware not Identified during the evalustmn.The operalionatUfa of all wells and septic sysfemsdependon a vanetyof variables including, but malimked to, soliconddions, groondmterfevels (thatmeyhuctuate dw i g the year), qualdyofcanshuctim (maferialsand wakmanship), and the water usage of the famifyutilwng the systems Thase cordtiions can vary, and are outside the control of GEG. Satisfactoryfest resugsdo notguamMee future performance of Ole systems; therefore, GEG makes w warranty(express orimplied) regarding the ftom performance of the Walla Septic system. GEG makes no mpresentethn whetheran alternative well aseptic system can be insfalledon the property in the event edharoffhe current systems fait. The conlent ofthis repat is for the sole benefit of the persordpartywho retained GEG. Reliance upon the infamafion provided in this mport by any ogmrperson aparty including but not fimged fo subsectwntpropertypumhaers, isnot .authorized. In shat GEG disavows'anylagaldutyto anyone other than dre persron/party who paid forthisminat. 6. DSD SIGNATURE By: System #1 Approved for -a— bedrooms. System #2 Approved for Disapproved. Conditional approval for bedrooms. bedrooms, with the following 337-6179 Date 10)101(6 Original Certificate Date: leoyy OF,q fllr' 6 �F ON-SITE WATERAND m (ASTP ATZ' _ The Municipality or Anchorage Develop,emt 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. ATTCHMENTS: COSA Checklist Septic System Advisory Well Flow Advisory (Rev. 10111112) Nitrate Advisory Arsenic Advisory Other If more than 1 septic system Is on the lot: COSA Checklist # _of_ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: MORINO; LOT 2 Parcel ID: 017-421-25 A. WELL DATA THE PROPERTY OWNER INDICATED THAT THERE ARE NO WATER STORAGE TANKS Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (YIN) YES Date completed 9/5/1979 Sanitary seal (Y/N) YES Wires property protected (YIN) YES Total depth 490 ft. Cased to 46 ft. Casing height (above ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test 9/5/1979 6/10/2016 Static water level 20 ft. $? ft. Well production 3.5-4 g.p.m. **2.3+ g.p.m. **COULD NOT GET ACCURATE WATER LEVEL READINGS. RAN THE WELL UNTIL THE PUMP CONTROLLER TURNED 'OFF -THE -PUMP AND THEN SAMPLE RESULTS: THEN DID A SERIES OF TESTS, MONITORING VOLUME PUMPED OVER THREE PUMP CYCLES OVER A PERIOD OF 145 MINUTES. Coliform 0 colonies/100 mi. Nitrate ND mg./L. Collected by: GEG. Ltd. Arsenic: NDSS ug./L. Date of sample: .9/27/2016 B. SEPTICIHCILDING TANK DATA Tank Type/Material SEPTIC/STEEL Tank size 1000 gal. Number of Compartments 2 Date installed 11/12/1994 Cleanouts(Y/N) YES Foundation cleanout (Y/ YES D�ep/rye� cion over tank (Y/N) NO High water alarm (YIN) N/A V10 Aol6 � Q X26 ion, 5 A+ HOME SERVICES Date of pumping -ter=—r�-�� Pumper C. ABSORPTION FIELD DATA 9ELGW EXISTING GRADE ** 8/127/197985.0 DEEP TRENCH Date installed 11/12/1994 Soil rating bdrm *0.45 System type DEEP TRENCH Length 69 ft Width 2 ft. Gravel below pipe 8.09 ft. *7+ - 250 Total depth * LL_4 t ft. Eff. absorption area 1116 fe Monitoring tube. YES Depression over field NO Date of adequacy test 6/10/2016 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test 28.5 in. Water added 781 gal. New depth 41.5.5 in. Elapsed Time: 120 min. Final fluid depth 35.5 in. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes, give date — TESTED 1994 TRENCH THAT WAS IN USE, CONDITION OF 1979 TRENCH IS UNKNOWN D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N "Pump on" level at in�'Pump otf I High water alarm level at in. Datu s tested Meets alamr & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankiliR station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main 75'+ Public sewer manholefdeanout 100'+ Sewer /septic service line 25'+ Holding tank 75'+ Animal containment areas 5G'+ Manurelanimal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water ` 100'+ Driveway, parkingtvehlcle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION i certify that I have determined through field inspections and review of Munldpal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS P". wasi �q 6cc 6 Bit- UNSutiwJt4tsra _ _ _ tN3M1Na�a• !bwaR Llys 1,50 ' UNSVbt)1V lt]WP TMom-- I.OT 2A B&MLSt. 51)3 "Foo"s t 4%le�"13 a �- PLOT PLAN _ AS BUILT Y- SCALE to: d•o GRID 2E4o Project No. 9o-aG4 Mazaa& � Lai 1731 George tas Circle a y o o .. _Anchtssage. Aieakfl. 99515 '(907) 345-6476 1 Hereby certify that I have surveyed the fallowing describad property: +p���', Lot? , Block�, 1`" Jfa0 5u1�1V151ct (Pt.ar 1i'Z65) Ow of Al thereon • Recording District, Alaska, and that the improvemaats situated "K tQ A ,w. At, ..... s "within the property linea and do not encroach onto the properly 0� adjacent thereto, that no improvements on the property lying adjacent thereto 0*1: 4gym�••••:, encroach on the surveyed premises and that there are no roadways, transmission �,s•�•,,, ;; , , lines or other visible casements on said property except as indicated hereon. v.y� 1 it .. e'94i� Dated this the i'I*' Day of _bi.4�L —, 19Q4, at Anchorage, Alaska a.naan (�4 9/ l5. 5202 . �•••,u.•••,A _ �yrlG G�19.weVt'+ Iskyst'c4dt, ve<<Ee-J e j r N 0 o Lor I. uNSu+to tviOlsD .. 1 a� . t'� N 3 same.... VJi Dtl{t•Mi 9ore!9 tY- .S37iw1 wa ±. 0 77 sal wean r-pnMa- •. 2 o puatw,tca - j'� 'e .lamee.159m—iJ u.,my , s, a_I --- YTItt TY wxsc e q ---son°-oi •47"e ite59s • `Fww9 SWM W. TU94-5 T=4 S MOT . PLOT PLAN _ AS BUILT Y- SCALE to: d•o GRID 2E4o Project No. 9o-aG4 Mazaa& � Lai 1731 George tas Circle a y o o .. _Anchtssage. Aieakfl. 99515 '(907) 345-6476 1 Hereby certify that I have surveyed the fallowing describad property: +p���', Lot? , Block�, 1`" Jfa0 5u1�1V151ct (Pt.ar 1i'Z65) Ow of Al thereon • Recording District, Alaska, and that the improvemaats situated "K tQ A ,w. At, ..... s "within the property linea and do not encroach onto the properly 0� adjacent thereto, that no improvements on the property lying adjacent thereto 0*1: 4gym�••••:, encroach on the surveyed premises and that there are no roadways, transmission �,s•�•,,, ;; , , lines or other visible casements on said property except as indicated hereon. v.y� 1 it .. e'94i� Dated this the i'I*' Day of _bi.4�L —, 19Q4, at Anchorage, Alaska a.naan (�4 9/ l5. 5202 . �•••,u.•••,A GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS June 28, 2016 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, AK 99519-6650 (907)343-7904 Ref: Morino; Lot 2 — Memo Concerning the Location of a Septic Standpipe To whom it may concern: Upon inspection of the system located on 12640 Turks Turn Street, it was noted that all septic standpipes for both the old 1979 and newer 1994 drainfield were present. It appears that the previous surveyor missed one of the standpipes for the old 1979 drainfield which I have marked on a copy of his survey (see attached professional land survey). Although the location marked is approximate, the standpipe does exist and was able to be visually confirmed by GEG. If you have any questions, please contact Jeff Garness (907) 337-6179 .S. 3701 E. Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengincering.com T , IVIV IVI IVI�Y `t ' 2 NUMBER OFBEDROOMS 3 3 -TYPE OF.WATER SUPPLY - W (G S6 TZ -�6 s3 xM7 34to— 3067 ' '' � -� •••-� ° :.Individual well - - Comm unitywell ►-►oQ :; 244 b999 r t' .u Pblic water F ' ` NOTE !f community well system, provide wrltfen confirmation from state }DEC attesf ►ng to the legality and status of system. -•`-c i aa;, +r y:/ ,fw..t rt^ t-„ .�h.y .'"t �1�L,,�'L���. y�-�����Fj ! � � E s 4 TYPE OF WASTEWATER DISPOSAL ]fie 3i 4` ,Y t: iCndividuM oh—site-,- Qa ('}}� x ; 'r' t �� a j-: +\may 13 '"'7v )�tS ,� a, iY+ •+,�j f (� 4 is 6 ¢�iOr� r*a/^..4i`gf7. trbh z cFs t 1?�4/4 ✓i .xs:a. i I ;.ur �t'„t lr.= 39 Tib_ rf {,H% 'ink y $ r Si% \` Holdeng tan1C y � �'c cj !� , �v Yta�� �� 9 r i! Y t 2x r r x a r t Sys ft1 11� F' Ji t 3�,d r+�h x1 tYY! '' y ,+. 1t mi r t 4 F :F ase 1 1��3 S a77� G11 F!) '41 CORI nlunity-on site t i fsxr t {..iJ s$.a i $+7 w+y,0Mi I 11 tt��" Fe5 "br F,}�vi'tnsL'�SfiYrr i 4 r"..f3"t. J•/� ��Xt ��{car,.: t Public sewertt� r -;0. J..}^z e u.Y y" iii {zt t�i*`Y} t�Yi siliflt��lz45a'^;Tt NOTE if community wastewater system, provide wrrtten confrrmatlon from StateADEC .�s ,aF.. t' �'t / r a F r✓r r 3L';y`➢rtcsii r `h-. attesting fo the sr s -a .n^. m - syv •n'4'F`1 e""%tc - i r �„ n-,.+r�. qr r -y -d .tj ,,,,re < '�t �3x -r r iR 025 ev 1191 Front MOA 72- a S r � t r r•5.. _ �: - � rt 'r`a�.s _ "' s `t F s l a`4 a �%F +-.,>r�-5 :: T ;_bis 3 t f� - �F,q � X31 x++ -ad } 4_.� i'= t--tRR;�-,_ t� 5 aifi' *t a --, su•*FE a., 4'� �.. . . ... �Y Tt q '�': ' c:c1 ` _ f ,; :.:� - F --�vf s x „- f...a• ' F.: t::; ;' .F tt-tsY... - x r, 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 invest' ation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulatiofjpkI ?&. p the date of this inspection. ` Wastewater Services 3 7-� Name of Firm 8471 Brookrld a Dr. Phone no Address Engineer's signature Date OF, At NOO } •PYsy . y 0 e ey A. Garnese ! �� ,� �, • CE-7953_ �B -.. g, ......DHHS SIGNATURE _ bedrooms. .. ±�i1�ROFESS�®�®� l�, 1' It e.. Approved for : owe® Disapproved. ' i - bedrooms,, with;; Conditional approval .for the following stipulations: Additional Comments Date - 1 Theniipaliry otnchorage Department of Health and Human Services (DHHS) issues Health Authority ',,Approval iCertificat s .bbsed only upon the representations given in paragraph 5 above by an independent p �feasiona1 ert `�n�r registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes `andt�i�e (lendin stitutions in order to satisfy certain federal and state requirementspEmyloyees'ofDHHSdonot conduct inspections or `analyze data before a certificate is Issued The Mumci ali } of Anchorage is not } q rofessional engineer s work `responsibib for errors or omissions in the p 1 72.025( ev.1/91) Beck MOA N21 )- _:'` rrt 1 r i• ` wt < , 1 ' - .r! . - Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: l,v'T Z M06(r4o S /.D Parcel I.D. 0 1 % ' 4 Z l 2r A. Well Data Well type PQ -t -If A, B, or C, attach ADEC letter. ADEC water system number N Log present (Y/N) y[=5 Date completed 9/5-/7a Driller `1P42 -q— Total depth 419 in Cased to +(a % Casing height Sanitary seal (Y/N) �� 5 Wires properly protected (Y/N) y1= Date of test Static water level Well flow Pump levell FROM ELL LOG i& -79 ZD / S. 5 - t.)V)ovJ0 SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot 101 AT INSPECTION Z Z n % g • z Wim_ g.p.m. 0 57 +' V g.p.m.m P o UNV_j..%aUJ J < CZP m z On adjacent lots m `x' y s C % u' G. l CDC 3 Z / Absorption field on lot 1 1 -7' } ; On adjacent lots , i O0 Public sewer main n/ 1A Public sewer manhole/cleanout 1J f4 / Sewer service line ¢©.+ Petroleum tank NaNE OBS'? -u'_0 WATER SAMPLE RESULTS: Coliform Nitrate 0.1 0 Y�,�b Other bacteria aX Date of sample: I I f 3 Collected by: B. SEPTIC/HOLDING TANK DATA I�►'�" - Date installed It I z .+ Tank size Compartments Cleanouts (Y/N) '*'t 1=S Foundation cleanout (Y/N) Depression (YIN) Al Q High water alarm (Y/N) P!� Alarm tested (Y/N) Date of pumping Pumper /V SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot 1®(/ On adjacent lots !>> 100 Foundation �C3 / 6 O LD MS'Jeu To property line 2-Z } Absorption field 11 r+E-✓ "MSH Water main/service line Surface water/drainage N CONTINUED ON BACK PAGE 72-026 (3/93)' Front FT STATION Date instal Size in gallons— Vent (Y/N) allonsVent(Y/N) High water alarm level Manufacturer Manhole/Access "Pump o I at .Pump off" Level at _ Cvcles tested Meets MOA electrical codes (Y/N) SEPARATION DISTAN e5—FROM LIFT STATION TO: On adjacent lots D. ABSORPTION FIELD DATA A_ Date installed I 1 ! L 94- Soil rating (GPD/Ft2) System type Length (ql Width Z� -F Gravel thickness 6.09 / Total depth Total absorption area i I (% F'T/Z�!' Cleanout present (Y/N) ��s Depression over field (Y/N) A% 0 Date of adequacy test (-FiL.y Results (pass/fail) lAt —for Bedrooms Water level in absorption field before test /,J ///--- After test /V/A \ Peroxide treatment (past 12 months) (Y/N) �/A If yes, give date Surface water DF�-P-jfw�tGH SEPARATION DISTANCE FROM ABSORPTION FIELD TO: r Well on lot j I C) } On adjacent lots /4- )00 r� Property line ,r To building foundation Id Z •- To existing or abandoned system on lot d .M On adjacent lots > I s Cutbank 1.1 /�- Water main/service line ' / O Surface water I Driveway, parking/vehicle storage area d P pU$l7 �rOs bF Curtain drain E. ENGINEER'S CERTIFICATION l certify that I have checked, verified, or Signature Engineer's Date // to all MOA and HAA guidelines in effect on the date of this inspection. HAA Fee $ �`��c� Waiver Fee $ _ Date of Payment ��/- /� ` Date of Payment Number Receipt `�� p ���// Receipt Number. 72-026 (3/93)' Back ��4FppR •�..rc^�N���a: Alaska Water & Wastewater Services "Preserving The Last Frontier" September 25, 1994c.� SR o e f by A. Garner =(L� CP •e CE -7953 Fortune Properties 2525 C Street, Suite 100 Anchorage, Alaska 99503 Attn: dike Kelley Ref: Well and septic system adequacy test at Lot 2, Morino S/D; 12640 Turks Turn_ Dear Mike: The subject test/inspections were performed on 9/24/94 and 9/25/94. The results are summarized as follows: WELL ADEQUACY TEST= The static water level in the well was 78.5 fleet below �t1he top of the casing. The test was performed by pumping water at an average rate of 0.6 gpm for a total of 1070 minutes (642 gallons). In the first 500 minutes, 318 gallons was pumped, and the level dropped to 117 fleet (38.5' drawdown). In the final 570 minutes, 325 gallons was pumped and the water level remained constant (117')_ In short, the well was recovering as fast as water was being pumped (0.57 gpm) _ Based upon this information it is clear that the well is capable of producing 450 gpd (.313 gpm), as required for a 3 bedroom house. There is no log on file at the municipality for this well. According to the homeowner it is 500 feet deep, and drilled by Rampart. If so, there is a capacity of approximately 600 gallons, below the static water level in the well casing, to meet surge demands_ It should be noted that there is very poor water pressure in the house. The .6 gpm flow rate was the maximum I could get from the hose spigot in the full open position. I am unsure whether this is a problem with the pump size, or the pressure switch which operates the pump. Regardless, the well capacity is adequate_ WATER QUALITY: Water samples were pulled and analyzed for nitrates and bacteria_ The nitrate level was =10 mg/l (10 mg/l allowable); and there was zero bacteria detected- The nFS�iC6C water quality meets the M.O.A. criteria Tor a Health I�3 Authority Approval. Copies of the water analysis are 1t attached. Telephone: (907) 337-6179 • Fax: (907) 338-3246 . 8471 Brookridge Drive . Anchorage, Alaska 99504 SEPTIC SYSTEM EVALUATION: According to the as -built records the existing trench has 64 inches of drainrock below the sewer pipe_ During the site visit it was noted that 63 inches of water was in the sump at the end of the trench, submerging the invert of the sewer pipe= This is referred to as a surcharged condition, and is technically failed per the municipality. The sump had several feet of thick black solids in it, rather than clear liquid, indicating that the septic tank had overflowed solids into the trench sometime in the past. In summary, the septic system is failed and probably at the end of its useful life. It may be possible to "jet" the trench and have it treated with hydrogen peroxide, in an attempt to rejuvenate it, but there is no guarantee it will work. Because of its age it is my recommendation that the system be completely upgraded with a new tank and drainfield. Unfortunately, if you select me to do the engineering work, my current schedule dictates that I could not start on it for about 2 weeks. If you have any questions, please contact me at 337-6179_ Thank you for your business_ Sincerely, J of Kelley2.wps M. S. MUNICIPALITY OF ANCHORA E' DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECLINICIPY OF ANCHORAGE du MM 825 L Street - Anchorage, Alaska 99501 DEPT. OF "-%;Lig'. &,-1) f ENVIRONMENTAL ENVIRONMENTAL ENGINEERIN9 DIVI ION '',Ji-FCTlO Telephone 264.4720 Lli u E980 REQUEST FOR APPROVAL OF INDIVIDUAL WA E ERF ILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTY OWNERHONE IP/�C 7. WATER LY P277-0116 MAILING ADDRESS - 4-325 L d O&L S F AlucH H. A-ikl 79---c�) � * ATTACH WELL LOG. A well log is required for all wells drilled PROPERTY RESIDENT (If different from above) since June 1975. For wells drilled prior to that date, give well PHONE 2. BUYER 8. SEWAGE SYSTEM PHONE MAILING ADDRESS individual/on-site, give installation 3. LENDING INSTITUTION f} S R�tiK If system is over two (2) years old an adequacy test is required PHONE 12--71--763 MAILING ADDRESS N0 . LI&14r5 ,Qk79NCH NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 4. REALTOR/AGENT PHONE MAILING ADDRESS 5. LEGAL DESCRIPTION t,oT 2 /M oRIAA) STREET LOCATION /Ukv(�s j U RAJ 6. TYPE OF RESIDENCE NUMBER OF BEDROOMS SINGLE FAMILY E:1 One E-1Four E-1Other ❑ Two ❑ Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six 7. WATER LY �SU�P L1d' INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) 8. SEWAGE SYSTEM **If date i _DISPOSAL L✓.1 INDIVIDUAL/ON-SITE** individual/on-site, give installation If system is over two (2) years old an adequacy test is required ❑ PUBLIC UTILITY by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010(3/78) THIS SIDE FOR OFFICIAL USE ONLY INSPECTION APPOINTMENTS DATE RECEIVED TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE 'D SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE —19:1 THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY `Q] INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER �IgoacZ(D DEPTH OF WELL DATE DRILLED LOG RECEIVED /� n 3. SEWAGE DISPOSAL SYSTEM 'E�71NDIVIDUAL/ON -SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER �9�`�/�� DATE INSTALLED INSTALLER (� ELISeptic Tank or ❑ Holding Tank Size: ICY'�iO If Tank is homemade give dimensions: SOILS RATING TYPE OF TANK MANUFACTURER 2 TOTAL ABSORPTION AREA vIn MATERIAL 4. DISTANCES WELL TO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS K APPROVED FOR 3 BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE _ I -IQ -81 BY (Title) LEGAL DESCRIPTION 72-010 (Rev. 3/78)