Loading...
HomeMy WebLinkAboutEKLUTNA HEIGHTS BLK 1 LT 10A E PTN REMOnsite File EkI tn Heights B 10 r.,._. k 1 Lot I OA E PTN REM #051 -062-85 M�,, r 0 l" v (� �` I i T , (t , ✓ �1 P i1_' r " i L- r (✓T +,p L,, L_ S c-,P n c_ 0 )10 A�-S GARNESS ENGINEERING GROUP, Ltd CIVIL &ENVIRONMENTAL ENGINEERS July 15, 2014 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: Documentation of Eklutna Heights Subdivision; Block 1, Lot 10A (East Portion) To whom it may concern: Attached is the documentation for the referenced property. The septic system was installed in August of 2012 under the ADEC Installers Program. The developer took over a year to finalize the grading requirements. During this time frame, your department took over jurisdiction of duplex septic system. Based upon a phone conversation with Bill Reith with ADEC, he stated that we should submit the documentation to your department so that it is documented with the current regulatory agency for this property. We have completed both the ADEC Documentation of Construction form as well as the MOA Onsite Wastewater Inspection Report. We have also included the as -built drawing, profile as -built drawing, and the soil logs. We request you review the as -built package and keep a record of this installation in your system. We are also submitting a d licate of the as -built package with ADEC. 4 rel effr ; . Ga ess, P.E., M.S. Pres,'i ,,nt cc: Bill Reith, ADEC Wastewater Program 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: vwwv.gamessengineering.com Municinality of Anchorage Community Development Department -P90e, of 3 ;1: On -Site Water & Wastewater Program y ' 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 - http://www.muni.org/onsite • (907)343-7904 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: *SEE ATTACHED LETTER PID Number: 051—062-85 ❑ New ®Upgrade Nome: JOHN EMMI ABSORPTION FIELD ❑ Deep Trench R Shall w Trench El Bed ❑ Mound Address: P.O. BOX 672049, CHUGIAK, AK 99567 ❑ Other Phone: No, of Bedrooms: Soil Rating: O+ Total Depth from original grade: (907) 229-7135 7 (DUPLEX) - 7.5 . GPD/Sq. Ft. MAX Ft. LEGAL DESCRIPTION Depth to pipe inver from original grade: Crovel depth beneath pipe: SEE DWG. Ft. 3.69-4.05 Ft. Subdivision: Block: Lot: EKLUTNA HEIGHTS 1 10A—EAST Fill added above original grade: Gravel length: PORTION SEE DWG. Ft. 150 (1 @ 68', 1 @ 82') Ft. Township: Range: Section: _ — — Grovel width: Beds Number of lines: Distance between lines: 5 FL Ft. SEPARATION DISTANCES Total absorpli n area: umber of trenches: Dist. between trenches: To Septic Absorption Lift Holding Public/Privote 1,450 NORTH = 630, SOUTH = 820) 2 10 From Tank Field Station Tank Sewer Lines SO. Ft. Ft. Well 100'+ 100'+ — — 25'+ TANK R Septic ❑ S.T.E.P. OHolding ❑ Other Manufacturer: copocily: Surface water 100'+ 100'+ — — ANCHORAGE TANK 2000 Gal. Lot Line 5'+ *1'+ — — N/A Material: STEEL Number of comportments: 2 Foundation 5'+ 10'+ - - LIFT STATION Curtain Drain NONE KNOWN Manufacturer: C er Gal. Remarks: *INSTALLATION OF SEPTIC SYSTEM WAS INSTALLED "Pump on" level at: "Pump off" lev High water alarm at: UNDER ADEC INSTALLERS PROGRAM PRIOR TO MOA TAKING Pump Make do Electrical Inspections performed by: J OVER JURISDICATION OVER DUPLEXES. LOT LINE DISTANCE PIPE MATERIAL TO DRAINFIELD MEETS ADEC REQUIREMENTS. House to tank D3034 Tank to D3034 drainfield Installer JOHN EMMI (OWNER) Drainfield D3034 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 100.00 FL. Inspection Location and Description: Dates: 1st 8 6 12 2nd 8/6/12 3rd 8/7/12 4th 8/7-8/12 TOP OF GARAGE SLAB Community Development Department Approval ENGINEER'S SEAL 0 000600 qF Conditional approval: Date: a0 .... ......... *. 0 -'' r A. G rness. y �Q lf C — 3 v 0� A v Date: /` pproved: ` 2 O s e ro o� esslo �00000�� Inspection Report _ 1— 1—12.doc L <„ t "+ � r' 711 0;q PERMIT "AMBER: AS -BUILT NMBER: DRAWING PARCEL N/A 85 A I g FCO 30.08 45.39 ST 1 44.80 106.09 ST2 56.10 120.16 DBL1 62.21 126.82 DBL2 63.81 128.42 FS 65.24 129.41 C01 65.01 107.40 MT 1 1 64.33 107.16 CO2 90.50 159.22 MT2 91 -1 2 159.74 CO3 84.77 123.36 MT3 83.89 122.62 C04 108.76 177.23 MT4 1108.43 176.96 OLD SEPTIC SYSTEM (APPROX. LOCATION) WAS ABANDONED PER UPC CODE PER JOHN EMMI. (GEC DID NOT OVERSEE ABANDONMENT)�� / \ NEW 2000 GALLON \ SEPTIC TANKS / i / LOT 9A—EAST PORTION, BLOCK 1; / EKLUTNA HEIGTS S/D � 700, EXISTING WELL I I I _ , I 1 N• OVNpP�e®O lal�_pN A •• + ' • •\;. •, • ST1 ' •, DBL18c T 2" •' "', MT 1 • +Tii#-a- — °� C 01 4" OF BOARD INSULATION TH#2 — (CONFIRMATION CO2r UNDER DRIVEWAY AREA. _ — TESTHOLE) MT2 — — — — — — — T3 2" OF BOARD INSULATION �COMT4 — ---- --- J C04,-----------�- /\\\—NEW DRAINFIELDS / Gj Q� LOT 11 B, BLOCK 1; / EKLUTNA HEIGTS S/D SERVED BY DAWN WATER SYSTEM. / i W cy- -J / i— r W i. c / / I / i i I i N SCALE: 1 11 = 40' a�4� oDp� a .• 0 GARNESS ENGINEERING GROUP,,Ltd. c/); 4 H � d Ar. .. ..... 'CON �L�A�S OEN �R. ... D 3701 E. TUDOR ROAD. SUITE 101 ANCHORAGE, AK 99507 PHONE ' (907)337-6179 • FAX (907)338-3246 WEBSITE: www.gornessengineering.com a P', PREPARED FOR: PA NUMBER: ••• ••.... ••-••••••• PHONE NUMBER: GE BE P°°.; • •; •Q JOHN EMMI 229-7135 2 OF 3 f A. G rness.• Qn CE— 3 � LEGAL DESCRIPTION: DRAWN BY: V ,9,• EKLUTNA HEIGHTS; BLOCK 1, LOT 10A (EAST PORTION) J.L.M. �,. '•• �� .�+ �°o TYPE OF WORK: DATE: D� pr of e s slo �o AS -BUILT DRAWING 7i16i 2014 D�p000� (Rev. 01/05) PERMIT NUMBER: AS -BUILT DRAWING 2" OF INSULATION FINAL GRADE = 99.0 ST1 ST2 TOP OF TANK TOP OF TANK AT INLET = 96.91 AT OUTLET = 96.91 rmmbmwmmr NEW 2000 GALLON INVERT OF BUNG SEPTIC TANK INVERT OF BUNG AT INLET = 96.45 AT OUTLET = 96.33 SOUTH TRENCH MT FINAL GRADE = 98.8+ ORIGINAL GRADE @ ORIGINAL GRADE @ HIGHEST POINT= 98.42 HIGHEST POINT= 98.42 FILTER FABRIC TH# 1 INVERT OF PIPE 3.69' = 94.97 PARCEL ID NUMBER: 051-062-85 NORTH TRENCH MT co ,— FINAL GRADE = 98.93+ INSULATION r-FILTER FABRIC INVERT OF PIPE = 95.1 1 BOTTOM OF 5' BOTTOM OF TRENCH = 90.92 TRENCH = 91.42 10' RELATIVE ELEVATION OF GROUNDWATER ON 5/18/12 = 86.42 TH#2 ��V_ RELATIVE ELEVATION OF BOTTOM OF TH# 1 = 84.92 RELATIVE ELEVATION OF BOTTOM OF TH#2 (NO GROUNDWATER ON 8/8/2012 = 83-92--&- --- o� so GARNESS ENGINEERING GROUP, Ltd, p * •• 4 H� . +�€J'�.,.I<L`AI'T#A`'01.5 .... ... ......... . D 3701 E. TUDOR ROAD. SUITE 101 ANCHORAGE, AK 99507 PHONE (907)337-6179 - FAX (907)338-3246 WEBSITE: www.gornessengineering.com D D PREPARED FOR: PHONE NUMBER. PAGE NUMBER: •••• ••• ••••••••••• D •D JOHN EMMI 229-7135 3 OF 3 Q f y A. rness.• D E LEGAL DESCRIPTION: DRAWN BY: -5 3 D _ 0 s�; •,Qp EKLUTNA HEIGHTS; BLOCK 1, LOT 10A EAST PORTION J.L.M. �,. '• ��� TYPE OF WORK: DATE: �4 r o e s s10 00 PROFILE AS -BUILT DRAWING 7/16/2014 ODD000 (Rev. 01 /05) 9): 71 1 (OI I lf GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD, SUITE 101 " ANCHORAGE, AK. 99507 • PHONE: (907)337-6179 • FAX: (907)338-3246 • WESSITE: gornessengineering. com SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: EKLUTNA HEIGHTS SUBDIVISION; BLOCK 1, LOT 10A (EAST PORTION) PERFORMED FOR: JOHN EMMI DATE: 5/11/2012 DEPTH (feet) 1 L 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 G M TEST HOLE # 1 SOIL CLASSIFICATIONS G W 0 R G r .-� r 77 GP ML 1 b %q GM CL GC OL 0O°° SW MH o ��000 r Z�, **@geeseI S P Piz CH SM OH SC SEE ATTACHED SITE PLAN DEPTH TO GROUNDWATER DATE 12' 5/11/2012 12' 5/ 18/2012 *DRY TO 12' 8/6/2012 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 7/ 1 7/2012 1 — — 6" — 2 — 30 3" 3" 3 _ _ 6 99 _ 4 — 30 389 3" 5 _ _ 6 89 - 6 — 30 3" 3" 19 PERCOLATION RATE 10 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 6 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: X YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: *MONITORING TUBE FILLED WITH DIRT TO 12 FEET. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 00 �Q<Z�ooppp OF .......... GA'.R,N.ESS.EN'G.IN'.EE.R.1'.N-G- GROUP,, Ltd. CONSULTANTS�'` GENERAL CONTRACTOR �i J..• 49 •.�� o............ .........� 3701 E. TUDOR ROAD, SUITE 101 ANCHORAGE, AK. 99507 • PHONE: (907)337-6179 • FAX: (907)338-3246 • WEBSITE: gornessengineering.com D ' O � D SOIL LOG - PERCOLATION TEST .� G p...... ..... ....:....� LEGAL DESCRIPTION: EKLUTNA HEIGHTS SUBDIVISION; BLOCK 1, LOT 10A (EAST PORTION) V d •.J f y Gar ess.° 0 � �D • JOHN EMMI O "CI E � q � PERFORMED FOR. DATE. 8/8/2012 0`9'01' DEPTH �r�r ORGANICS �ofess�o� (feet) Q TEST HOLE D0000a 1 ' P 7 v 4 5 6 NA 8 9 10 12 13 14 15 16 17 18 G M vz—oc"2022 MEN IIIIIIIII III vu. W." 4.70 DEPTH TO DATE GROUNDWATER DRY 8/8/12 SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 0�� P PAVAN P� CION 19 PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN — FT. AND — FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS S ER R D IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:ll 71lb/�`� "may- s(,3�� • It q v .................. *-2 4 . ILAND " -N "94-02 ASSUILT ­­ i'-, 1'� , 1­i_" SEWARD & ASSOCIATES S1111RVEY'j. 1 G 0 SCAIZ. I HEREBY CERTIFY -THAT I HAVE SURVEYED THE V) Al io�ft'L&% V, FOLLOWING DESCRIBED PROPERTY 6�s�7­,oq*4', AND THAT NO ENCRDACHMEKTS EX1ifW6EFT AS T .1i INDICATED. IT IS THE RESPONSIBILIT-OF TIHE Y mmmmff� OWNER TO DETERMINE TIFF 00STENCE OF ANY GRID: _ . _ . x « . . EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDI Duane M erk Saward _ VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD L5 #w I 1 ANY DATA HEREON BE USED FOR CON�T-RUCTION OFFENCE LINES OR FOR ESTABLISHIN(; BOUND. ARY LINES. DRAWks- -Iqmwq�_ *""w6mpvw�. I OWN "immiM EKLUTNA HEIGHTS; LOT 8A, BLOCK 1 / / oz � o o� EXISTING FOUNDATION. m Q 7 BEDROOM DUPLEX v TO BE BUILT ON �� �4 EXISTING FOUNDATION / / 1 EXISTING SEPTIC SYSTEM (APPROX. LOCATION) A-- o\ / V �7\ 0 o� \ 4 O �44j 415 / PROPOSED SEPTIC SYSTEM (SEE SHEET 2 OF 3) 61 EKLUTNA HEIGHTS; �/ � LOT 116, BLOCK 1 CHUGIAK FIRE DEPARTMENT Q)/� �� SERVED BY DAWN WATER SYSTEM. SCALE: i EKLUTNA WEST; I I EKLUTNA WEST; � LOT 12 I I LOT 13 / I � � I i PIP`, G- ARN"ESS'EN'G. INEERIN-GxROU': Ltd CONS 'LT.y.T'&GENERAL. MNkATM.gyp 701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 * PHONE (907)337-6179 * FAX (907)338-3246 * WEBSITE: www.gamessengincering.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JOHN EMMI 229-7135 1 OF 3 LEGAL DESCRIPTION: DRAWN BY: EKLUTNA HEIGHTS S/D; BLOCK 1, LOT 10A (EAST PORTION) J.L.M. TYPE OF WORK: DATE: SITE PLAN FOR PROPOSED SEPTIC SYSTEM 8/2/2012 I EKLUTNA HEIGHTS; LOT 5A, BLOCK 2/ I / I / I I I EKLUTNA HEIGHTS; LOT 6A�1, BLOCK 2 0 EXISTING I e WELL `I-------- ! Fln I I EKLUTNA HEIGHTS; LOT 78, BLOCK 2 SERVED BY I DAWN WATER SYSTEM. �I EKLUTNA HEIGHTS; LOT 8D, BLOCK 2 �I W WI V) I CHUGIAK DRIVE &to _y 2U w0 I =m z� 1- D� J o Y J I Lv ;, i D k D D . ..... .......... D D - •D 0 ff; A:= Garness: E— 9,53 7 professio� o ��0000�©aa Townsend, Curtis L. From: Jeff Garness <Jeff@garnessengineering.com> Sent: Wednesday, May 20, 2026 9:46 AM To: Townsend, Curtis L. Cc: Sonja Blewett Subject: RE: Record Drawing for a 2012 Install Hello Curtis. Thank you for the quick review. The trenches are 5' wide. 1 authorize you to make a hand change on the MOA inspection report. I believe Mark Seward is retired, so we will not be unable to have him amend the survey. Following construction we (GEG) found and swing -tied all the septic pipes, so we know they are present (however, some may now be buried). The survey does provide enough information to confirm the septic system is on the property and not in any easements; therefore, it is my recommendation that you issue a conditional approval of the IR and state that all. pipes will need to be located and shown on the asbuilt survey at the time of COSA application. Jeffrey A. Garness, P.E., M.S. President Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 Mobile: (907) 244- 9612 Website: www.aarnessenainpprin-g.com From: Townsend, Curtis L. <Curtis.Townsend@anchorageak.gov> Sent: Tuesday, May 19, 2026 5:49 PM To: Jeff Garness <Jeff@garnessengineering.com> Cc: Sonja Blewett <Sonja@garnessengineering.com> Subject: RE: Record Drawing for a 2012 Install Comments on this IR 1. IR reports 2.5' width on fields. Field profile describes 5' width. Coordinate. 2. Seward survey doesn't show the eastern pipes of the northern trench, doesn't show all eastern pipes of southern trench, doesn't show DCO. Curtis Townsend, PE Onsite Water and_ Wastewater Municipality of Anchorage 907-343-7908 From: Townsend, Curtis L. Sent: Wednesday, May 1I2OZ66:29PIVI To: 'Jeff Garness' Cc: Sonja 8|evvett Subject: RE: Record Drawing for a 2012 Install Will review this IR and record drawing. Thanks for the detailed description of what happened here. Owner Name: EMM|][)HNE Site Address: 21G3SSETTLERS ORChudakAKSS567 Parcel Number: U51OG285OOO Legal. Description: EKLUTNAHEIGHTS BLK1LT1OAEPTNREM Land Use: Residential. Land Use Description: Residential. 2Family BaUnoornm:G Curtis Townsend, PE Municipality ofAnchorage 807-343-7908 From: Jeff Garness Sent Wednesday, May 13,I03611:47AK4 To: Townsend, Curtis L Cc: Sonja 8|exvet Subject: Record Drawing for a 2012 Install Curtis, See the attached record drawings that were submitted to the MOA on (or about) 7/17/2O14.The red MOAintake stamp on the inspection report shows the MOA received the document on 7/17/2014. Also in the attachment is an email. from Jeff Poet with the MOA dated 7/21/1014 indicating the property is a triplex. The MOA then returned the record drawing package back to GEG, stating the septic system was under ADEC jurisdiction. The property owner contacted the MOA to resolve the "triplex" issue, and the property is now listed aoaG-baUroorn2-farniiyunit. There is some information on the record drawings that was inaccurate. This information is summarized as foLlows: (]nthe |Rreport khas asoil rating on1.28pd/aqJt.This should have been O.8 .ft. Ahand correction was made on 5/13/26 2. [nseveral ufthe record drawings and the soil togs the day/year onthe engineer aeaivvena Ideally the MOA can now review/approve the Inspection Report. Please give me a call if you have any questions. Jeffrey A. Garness, P.E., M.S. President Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 Mobile: (907) 244- 9612 Website: www.garnessenqineerinci.com Jeff Garness From: Poet, Jeff W. < PoetJW@ci.anchorage.ak.us> Sent: Monday, July 21, 2014 8:51 AM To: Jeff Garness Subject: Eklutna Heights B-1 L-10A-East Portion Hey Jeff, The city has this property as a Triplex. I !R ANCHORAGE AREA Bi SH Department of Environmental C~ualit~~' 3330 C Street Anchorage, Alaska 99503 NAME L/~/~ LOCATION INSPECTION REPORT ON-SITE SEWAGE DISPOSA.L SYSTEM SEPTIC TANK: DISTANCE FROM WELl INSIDE LENGTH · COMPARTMENTS ~' INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY, /~""'OO GALLONS. SEEPAGE PIT: NUMBER OF PITS f LINING MATERIAL ~ BUILDING FOUNDATION__ ADDITIONAL ABSORPTION DIAMETER '~' OR WIDTH /¢1, LENGTH /fl, DEPTH' I1' CRIB SIZE '~IAMETER ~ DEPTH ~! DISTANCE FROM: WELL ;~ '~:', TOTAL NEAREST:~INE _ EFFEC TI VE ABSORPTION AREA (WALL AREA) q~"~:~ SQ. FT. WELL: TYPE CONSTRUCTION BUILDING NEAREST NEAREST FOUNDATION __ LOT LINE SEWER LINE CESSPOOL OTHER SOURCES APPROVED DISAPPROVED REMARKS DEPTH DISTANCE FROM: SEPTIC SEEPAGE TANK , SYSTEM INSTALLED By; PIPE MATERIAL: LO SLOP : REMARKS: Form No. EQ-031 DIAGRAM OF SYSTEM APPROVVG.~.A.B' --' GreATER ANCHORAGE ArEa BorOUGh DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-456 ! SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO. INSTALLATION LOCATION /~'~ ~e~_ ~ ~'~ INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVEO PINANCED THROUGH ~ COMPLETION DATE ANTICIPATED sEEPAGE PIt /~ , DRAIN FIELD ~ OTHER TO SE INSTALLED BY ~t ~..~A~(' NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEEPAGE AREA SIZE MINIMUM DISTANCES, REOUIREMENTS FOUNDATION TO SEPTIC TANK-- FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PIT WALL / SEPTIC TANK , SEEPAGE PIT TO NEAREST LOT LINE. DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD SEPTIC TANK, ., SEEPAGE PIT TO RIVER, LAKE. STREAM. , DRAIN FIELD 24' , DRAIN FIELD . ALSO CONSIDER AREA WELLS. , SEEPAGE PIT , DRAIN FIELD cast IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF t EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON BEPTiO TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPB. DIAGRAM OF SYSTEM GRAVEL BACKFILL BOROUG GULATIONS REGARDING INSTALLATION. I CERTIFY THAT ] AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. HI- F.. J, LOC:FI l'J. LI1`.4 .......... '"' =, I REE I HUN[.'ERE, IRr:," .........' ........ I~-FE ELF .:,L1L. HE, z,L~E, I ION :..r.:lE. rl '"": .. F I,- E,K .~- i"'tFI;:'<Lt"IUf'I NUI"iE:EI4: ElF' E,'ED~:CIOf'I:~%; = .~; :~;I.:IIL ~'.FI'I"fNI3 (.5(:4 .... "'"'""- ~:5 IHE Fi'.EtS:!UIt~.EC' SIZE OF THE SO.IL FIBSOR:F'I"ION S"r'STEf'I iS: IHE LENt]'TH DIFIEN~;ION i.S THE LENBfH (IN FEET') OF' 'T'HE 'fR'ENC:H OR DI~'.FIINFIELD. file DEPf'H OF FI 'rRENC'H O1:;~: F'll' IS TFIE DI$'I'FINOE BETI.4EEN THE SLIRFFICE OF THE GROUND RND THE BOT'fOM OF 'f'HE E>::CR',,,'FIT'iON (IN FEET). IHEi;.".E IS NO SET NIDTH FOR '11~:ENCHES. TFIE GRFIVEL DEPTH IS 'THE: MINIMUM DEPTFI OF GRFIVEL E,'ETWEEN THE OUfF'FILL PIPE FIND 'IHE E~Ol'J'Ofq [:IF' THE EXC:FIVFtriON (IN FEET'). FI PFICKFIGE PLAN'T' MFI'¢ BE INS'I'RLLEC, AT 1HE F'E:F;~MI'T"f'EE'"S OPT'iON St_IB.]'ECf' 'TO 'THE ~ ULLON ~ NU CONE:, I '1' Z ONS: 1. E.[ iFIEk~ R CL_~S$ I OR ii NSF f~PPRO',/ED PLHNT F'IRY BE INS'f'~LLED. 2. R CON"i'J. NUOU$ blRINTENRNCE RGREEfqENT i5; REQUIRED. iF R I,IRINTENRNCE ~3REEMEN't IS NOT KEPI" CURR'.ENf' YOU MRY BE N'.EQUIRED T'O ENLRRGE THE SOIL RBSORPTION S'¢STEM RND/OR YOU P1R'¢ BE SUBgEE:T TO PROSECUT'ION. ,-', ,,: "" :' I H .[_ EJFIL:I<:F J; LL 11`.,IG (:iF' Rl'.,l"r' .:, ,r ._, I L..H 1.41 'THIZtUT F'I NFIL. I NSF'ECl I ON FIND FIF'PI~:O',/FIL E:¥ ' .... c.; [:,EPFIi;.'.TP1ENI" 1-41LL. E,E 'z;I IB.1E'F:T TO F-R_~Et..UI ILN. MINIPtUP1 DI~;"I"FINCE E:E'TWEEN FI WELL. FINE) liN¥ ON-SI3E SENFIGE DISPOSt3L $'.r'S'I'Er'I IS 1(IO F'ICLET FCit;:'. FI F'I;,~:IVFI"tE 14ELL OR 200 F'EE:"I" FOR'. FI PUBLIC: WELL. WEL. L L. OG$ liRE Fi!EQUIRED RF,ID MUST BE RETURNED 'f'O THE DEPIIRTi"IENI" WITHIN Z::O t.::,liYS OF 'IHE WELL COMPLETION OIHEP;'. R.'EL:~UIF.'.EP'IENT$ MFI'¢ FIPPI....'.r'. SPECIFICFI'TIONS liN[:, CONS'IR'UCT~ON DiiiGF,'FtP1S FIRE FI',/FIILRBLE 'l"O INSURE PROPER INS'rFIL..L. FIf'ION. i C:Et~: I i F'¢ -I'HFIT :t.: I FtM F'IIMILiFIR NI'f'H THE REQUIF.':EMENTS FOR CIN-."~i'T'E SE:HERS lIND HELLS FIS FOR[H E,"'r' 'THE MUNICIPIIL. IT'T~ L:IF' FINCHORIIGE. ;.-::: I WILL INSIrFILL THE 5'¢$]'E1"I IN FICCORDFINCE N.['I'H "I':HE CODES. 2.':: t UNDERS'IHND THFIT ]'HE ON-SITE SEWER SYSTEM 1,1R'¢ REQUIRE ENLFIRGEHENT' IF 'rFIE RESIL)Er.,It.';E 15; REHOE:,ELED ~'rEI iNCLUDE MORE T'HFIN 5 BEDROOFIS. :5; I IBNED: .... FIP P L I C:FII'4 I' L i I3 El !-41 E F,"' ':~J l C:F::: I / January 4, 1978 Lige Wierzbicki Box 60 Pioneer Street Chugiak, Alaska 99567~ Subject= Lot 10A W.E. Block 1 Eklutna Heights Subaivision Permit %77764 A permit issued by this department for well and/or sewer system has expired. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal ordinance. If you have drilled the well, a well log should be sent to this department to document the installation date. If there are any further questions, please contact this office at 264-4720. Sincerely, Health and Environmental Protection Sewer and Water Section