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HomeMy WebLinkAboutSTEPHENS ADDN. #2 LT 3AStephens #2 Lot 3A #051-102-83 Stephens Lot 3 #051-102-50 V Municipality of Anchorage ' - Development Services Department Building Safety Division . Onsite Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page of www.cl.anchorage.ak.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SWO50414 PID Number: 051-102-50 "Stephens�•Ada FlIen Revocable Trust Wastewater System: ❑ New ® Upgrade AdR , 23108 Barbara St.. Chualak, AK 99S67 ABSORPTION FIELD PMro NunaerWllod o • O Deep TrVVh® SlWlaw TWich 13 Bed 0Mow4 0 prier LEGAL DESCRIPTION SW RWng TOW Dapth e.n ongri,l ped,. 0.45 GPDIFP 8 F,, 81 r La Sua"vnpn Depth W P" txxt m ham ongnoi p•da Growl depth boris.n ppe 3 STEPHENS 3.91 Fl. 4.0 FI To qr Rave Sworn: Faamed•Dw•or' gr•d• 131 v LWVM 0.49-1.79 Fl. 134 Fl. Well: ❑ New ❑ Upgrade Gr" w.dth N.nc.O rra Dnrerrw e.waen cora 5.0 Fl. 2 10 FL cland"an (Pm.e, A, B. CT TOW DOW c«•o eo TOel W .pan.x Ppe MMara, Existinct ClassFI. I FI 1334 FP D3034 & F810 paler Dat* Dialect slaec W.. L•w1 .Waller. Dara hNWrod F, RPC 5/1/06 Ywld Pumps«r C«agNngOAow•Gravld F�t�l outiLi TANK GPM fl. FI SEPARATION DISTANCES 0 Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption LIR Holding Pub4loPrnral .a...Pavey Fro Tank Field Station Tank Sewerllne Anchorage Tank 12506.1 Won 150'+ 150'+ NA NA 25'+ MSte NunD.W onip.va.nu Steel 2 s.raa•wat. 100'+ 100'+ NA NA LIFT STATION LW Ln• 5'+ 10'+ NA NA �... Got Fouro.on 5'+ 10'+ NA NA '"'Pan iewlx Pump veal at Hgnw.lerow m h M h tun.n pan NA *50'+ NA NA Ptxnp MWu a Model EMarul iriww mgdormed py Remake *none known BENCH MARK Lorrlmw e"glurt Existing field/tank abandoned per Door sill �. code. Absorption field Installed 8' i . AawaNd ENv.100 FL from original grade. Engineer's Stamp :qE OF -At X11 all ti Inspections performed by: KND Engineering. Inc. Dates: 1st5/1/06 'ti 9Z►t ti !t - «•.«.Na • 2"d 5/9/06 Development Services Department Approval 3rd • ••N••N %e N«a N • I�f Reviewed and approved by: Date: "/�'O � •• %g6 f .P 11 % FESSIO' E64C-899(406) XVd/I640-999(406) 9049-44966 }IV `2IaAIZI a'IOVEI 'QA'IH NVDIWZIVZd TttOZ 'DAII `JNI2I3HNIDN21 (MHM 0 BOY03—S7 I J. 2I317f1HOS Z HHOfyr'& 00 H O rn F- O O O J z w CZ/1090 I I 69CIMN Sit' ^ 30Yd Mo9 :m"nN am AB 03XJ31q AB NMYNO O Q — 7 O ,04=.1 I 9002 'SO •lcld uolslAlpgns pap.loaa3 aq1 uo ieaddc Fou op gaigm suonaulsai 30 `slueuanoa'sluawas¢a Amp aaualslxa alp auluualap o1*0liglsuods3t snumo oq1 sl ll:S:IION NOISfT70X3 •palou uegl 33g10 1SIXa sluawgauo3aua ou pur soup gwdoid otp uigu,m air uoa3alppmenus sluawano.�dwl og11>'g1 pur 3uimcJp slgl uo umoils sc Auadoid snp,lo XoAJns IaalsXgd a palanpuoa aneq jalingaS '7 ugof 'I NOI LVJILIII-HO A3AWIS LZ -t8 .LV'Id V iDt'Ui FON UUP' NOISIAIUUfIS SN3HdH.LS GKv 98t -d MCI f .I.oz NOISIAIUgfIS SMaHdgJS 3H.L :3o IFIMUSN' JLJIHISIQ 9NIGHOMH 39VHOID\V N F- 0 O ,EL'6171 3 .0£,90.00 S .^. X330 S'OL ,61'6tbi D I � I =az \ / 0' a<w o� o'e. �n.w LQ owc LOr-w — ui ,02 w o J LU M L,U IY w F— o� (n m �I m u7 � LL W I— M4. I i CU �n N l!7 .0'Zl 9'4l /•yQ W WSS co • z CZ/1090 I I 69CIMN Sit' ^ 30Yd Mo9 :m"nN am AB 03XJ31q AB NMYNO O Q — 7 O ,04=.1 I 9002 'SO •lcld uolslAlpgns pap.loaa3 aq1 uo ieaddc Fou op gaigm suonaulsai 30 `slueuanoa'sluawas¢a Amp aaualslxa alp auluualap o1*0liglsuods3t snumo oq1 sl ll:S:IION NOISfT70X3 •palou uegl 33g10 1SIXa sluawgauo3aua ou pur soup gwdoid otp uigu,m air uoa3alppmenus sluawano.�dwl og11>'g1 pur 3uimcJp slgl uo umoils sc Auadoid snp,lo XoAJns IaalsXgd a palanpuoa aneq jalingaS '7 ugof 'I NOI LVJILIII-HO A3AWIS LZ -t8 .LV'Id V iDt'Ui FON UUP' NOISIAIUUfIS SN3HdH.LS GKv 98t -d MCI f .I.oz NOISIAIUgfIS SMaHdgJS 3H.L :3o IFIMUSN' JLJIHISIQ 9NIGHOMH 39VHOID\V N F- 0 O ,EL'6171 3 .0£,90.00 S .^. X330 S'OL ,61'6tbi D I � I =az \ / 0' a<w o� o'e. �n.w LQ owc LOr-w — ui Q w U 3 M L,U w Q � �I H u7 � un I Q I 1N3W3SV3 381 ,9L 0�,: ff� w 3 M 09t (U Q 3 F- (U w O un F vwi b Z J Q1 �n ¢ .0'Zl 9'4l 00 WSS W z P# 0: 8 iovj1 $ lod 3 .06,90 0 S .0'Zl 9'4l z FzF I ti • m U Q ' w F— of • • cu o, (Y) 8 iovj1 $ lod AS—BUILT SYSTEM DETAILS/SITE PLAN FIELD BOOKS Permit 1 SW050414 The STEPHENS SUBDIVISION, LOT 3 DATE: PID#1 051-102-50 .IOB �: 05070 AS..• T. CN ER �hb+ESs(oN= \ ., D. nM w,. N 89°52'21' 170 ' SHED O 6 8' WOOD FEN K D SHED EXISTING SEPTIC .i FIELD A.I.P. U A.I.P. - Abandoned In Place ,ED > \ FCOr! un Co ,.., ^ r TH05-1 T- G CO CO 1 ' 10Q 0 40 ti M BM (eN-rF-DOM 91L) C GRAPHICS SCALEF ' CO ': EXISTING ° O WOOD FRAME HOUSE SCALE: 1:40 CO"," PA� F D T\ \ o CO 1250 RESERVEa C GAL S.T. L F SPUTTER ry TRENCHES A W N89°52'20'E 6• fC) l:".K IEN = N89'52' �..... �... .... 1 On 4n A -C=138.40' B -C=113.53' A -D=145.96' B -D=120.58' A -E=143.22' B -E=126.58' A -F=203.68' B -F=179.54' A -G=135.29' B -G=134.76' A -H=205.30' B -H=183.94' C3 r- �_o r 67' I SCALEI NTS .: 94.5 94 FINAL GRADE .4 v e ,����� 85.9 �F`. • �.{A� PREPARED FOR: LELAND WELSH �' J� �,., + CHUG BARBARA 67 / *,:49 �t '\/ CHUGIAK AK 99567 XENNETH L D�4� FIELD BOOKS 60u1DNIM '. CE -711 DATE: I.' . .IOB �: 05070 AS..• T. CN ER �hb+ESs(oN= D. nM ACA'r": 05070 4\KLL • Kc - n by L.9d.S1.0: - SuUJ.4on. n..\1R1 3.05070-.9 FILTER FABRIC TREN 67' 0.5' 4' ABBREVIATIONS BOH m BOTTOM OF TESTHOLE CO CLEANOUT MT = MONITORING TUBE BOH 76.0 co w END ENGINEERING. INC. 20441 PTARMIGAN BLVD. EAGLE RIVER. AK 99577-8796 (907)896-6111/PAX (907)496-8111 �.�.SND6RSIn1ar10(.9om/k06°0��°k.>Rl 6Rh" MMP p1Cb - KMD DATE: Of° NW1359 .IOB �: 05070 MUNICIPALITY OFANCHORAGE Development Services Department On -Site Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Nov 02, 2005 Expiration Date: Nov 02, 2006 Permit Number: SWO50414 Parcel ID: 051-102-50 Legal Description: STEPHENS LT 3 Design Engineer: 0070 KND ENGINEERING Site Address: 023108 BARBARA ST Owner Name: STEPHENS ADA ELLEN REVOCABLE T Lot Size: 15000 SQ. FT. Owner Address: 23108 BARBARA STREET Total Bedrooms: 4 Permit Bedrooms: 4 CHUGIAK , AK 99567-5659 This permit is for the construction of: Q Disposal Field Z Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked In Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By. Date: 2 D9_ Date: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 F EF� ON-SITESEWER/WELL A SINRGLE FAMILY DWELLING TION E� Parcell.D 051-102-50 Permit Number SW Property owner(s) Staphenc Ada Fllen Revocable Truc_t Dayphone 688-2615 Mailing address (1) 2511013 Barbara St_,. Chugiak, AK 49567 Mailing address (2) Zip Code Legal description (Lot, Block & Sub'd.) cteohens Lot 8 Legal description (Section, Township & Range) Lot Size 11. OnD Acres/Sq.Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above Information Is correct. I further certify that this application Is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Sigiigtule of property owner or authorized agent) Permit Fees: q0' � 1 ;-a ver Fees: Date of Payment: IV&O "/ r OI/OSDate of Payment: Receipt Number: ' f jlj h��,�I� Receipt Number: (Rev. 12/00) K N D ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-8111 October 31, 2005 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Sewer Upgrade — Stephens, Lot 3 Gentlemen: The owner has requested we proceed forward to obtain a septic permit to upgrade and replace the existing undocumented septic system and tank that serves the subject lot. The septic system will be placed on the adjacent property (Stephens Subdivision Add. No. 1, Tract A). Both of these properties are owned by the same identity. The existing septic tank and field will be abandoned in place and in accordance with municipal standards. On October 19, 2005 a testhole was performed for the proposed system. The results of this test are attached. The general slope of this lot is from east to west at a grade of approximately 2-100. We have designed our system utilizing the testhole we excavated for the 4 -bedroom house. The lot is served by a class "C" well. We propose to install a 5' wide shallow trench. Water was not encountered during the excavation or monitoring. There are no public or private wells within 200' of our proposed system location except as noted. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 696-6111 /FAX 696-8111. Respectfully submitted, IrMD Engineering, Inc. Attachments: On -Site Well and Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/ Percolation Test Owner/ Contractor Specs Ingress & Egress Easement Ev.t N r 41 �I N g Iml WELL & WASTEWATER DISPOSAL SYSTEM SITE PLAN The STEPHENS SUBDIVISION, LOT 3 14 <Bi -u> {^/��gy'1r� 1 y\ 1 1 U l �L`� i i -T i 1 J kr3 Z� I ---- 11h-N889J'5�40'E-- p60.3 I(P-329) I tP-3o la n < 1 sn nn tnnn 5000 50.00 50.00 50.00 15' TNKo.V. t Elec Esme � NOTE, ABANDON EXISTING / SEPTIC SYSTEM / <e4-27) 11I �$6l SHEDS � p 6= zz I/ �11 — GREEN HOUSE ' .1 I TRACT 1B i N ' NO PUBLIC WELLS WITHIN 200' OF PROPOSED SYSTEM. NO PRIVATE WELLS WITHIN 200' OF PROPOSED SYSTEM EXCEPT AS NOTED. NO SEPTIC SYSTEMS WITHIN 200' OF PROPOSED WELL EXCEPT AS NOTED. TCS' OF AZ4 Irl ncn u r a . / CE 118 `r _°`� oAV Aw ��sstDIl�� e 100.00 I 100.00 I •��• � 1 , g 4 I � 5 6 -CLASS C WELL \ , SERVING LOTS ' �3 AND 4 loo.00 I IDo.ob 100.00 BARBARA St I / GRAVEL DRIVE EX/IrSTLNG H�USE 1 ffEEK:7— � P�f20P0SED ' TRACT 1A 90103 SOFT. 2.07 ACS SNS DESIGN DETAILS 4 BDRM X 150 CPD - 600 CPD 600 GPD/0.45 GPD PER SF (48 MIN/IN.)= 1,334 SF (1,334 SF/5'W) x 0.5 RF 14' ROCK] = 134 LF TRENCH USE 2 TRENCHES. EACH TRENCH 67'L x 5'W x 4'D Maximum depth of system Is 10' from original grade. Total depth of gravel below distribution pipe Is 4'. 141 J w w I NOTES: 1. INSTALL 1250 GALLON SEPTIC TANK k INSULATE IF < 4' COVER 2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM. 3. CONTRACTOR WILL ENSURE MAXIMUM 2% SLOPE INTO SEPTIC TANK. 4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE MIN. 3' COVER IF REQUIRED OR MINIMUM 2' COVER WITH INSULATION. 5. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT WELLS. SEPTICS. LOT LINES. FOUNDATIONS AND ALL OTHER SETBACKS. PREPARED FOR, LELAND WELSH 23108 BARBARA ST. CHUGIAK AK 99567 Scale: 1-= 100' Tele 688-2615 Cel, 223-1589 PAGE 1 OF 3 nELD BOOKS CO)svTEa SOUNOARr. DRAM: MMP END ENGINEERING, INC. tTARwc OEcKO: KMD 20441 PTARMIGAN BLVD. ASBMT. DATE 10/31/05 EAGLE RIVER, AK 99577-8736 D"a M pM1° NW1359 IE 11 Awmt`05070.dwg I J08B ; 05-070 (907)868-3791/FAX (907)868-3793 WASTEWATER DISPOSAL SYSTEM DETAILS The STEPHENS SUBDIVISION, LOT 3 A-C=35.75' \ B-C=40.32' A-D=85.5' �,r J` i B-D=70.53' A-E=131.54' 9 F �D IK D 9 A / F C3 Z I A-G=2 1.20 `So.� B-G=187.16' BA 0 ISTING 100.00 A-H=171.66' TIC YSTEM LL B-H=170.93' BARBARA St A-J=211.51'1 N89'56'E 100 B-J=199.2 1 � FENCED I SHFDS O / / FCOI w AREA H� _Q CO ° Vt I �o UJ^ \CO ❑❑ O C 1 w= GRAVEL / 1 PRIMARY / M0� ° h 1 0 .i DRIVE / t 2T INCHES / SPLITTER CO oI B I to ) 67'Lx5'Wx4'D / / 'nf I PROPOSED I 11 C0� g0 D TH05-1 � 31 I / \ '.'l l IIn P CO / 1250 S.T. Zi _ / �Z J CO GAL S.T. S�ipy GLU� —GREEN --� ' 0 RESERVE HOUSE _ _ sT_ TRENCHES N89'S6'E 100 NOTES: 1. ADD INSULATION AB6VE SEPTIC LINE. T AL�fELL QAtUSiPRIOY� CCONSIRUCTIU 1 1A PREPARED FOR, Ar 'J - , LELAND WELSH / �.• 9 , 23108 BARBARA ST. $C0.12� 1'= 5t)' CHUGIAK AK 99567 PAGE 2 OF 3 Tel- 688-2615 Cel- 223-1589 KENNETH M. D U � FIELD BOOKS ta"vuim: 7��L7`� �y ` C 7 16 .�A: '04 eau Dmr. DRAM: MP J.12�d V ENGINEERING, INC. $THONG' "1CO'E0v KMD 20441 PTARMIGAN BLVD. \DAw •�T. CAM10/31/05 EAGLE RIVER, AK 99577-8736 %' FESSIO'l= p ML CMD: NW1359 \`_� "CD "F'05070.DWG Jm "" 05070 (907)888-3791/FAX (907)888-3793 WASTEWATER DISPOSAL SEPTIC TRENCH SYSTEM The STEPHENS SUBDIVISION, LOT 3 A. CLEAN—OUT 4" MONITORING TUBE 4" CLEAN—OUT 4" MONITORING TUBE m / INSULATION —� FILTER FABRIC — d9 O 9 Ll K O CLEAN—OUT 4" MONITORING TUBE — 67'L PLAN VIEW A LEACHFIELD ORIGINAL GRADE 5-10 — — At -5' Ir4��9��fi��r's�j' • -5' WIDE-{ NOTES: SECTION A—A 1. BOTTOM OF SEWER LEACHFIELD DRAINROCK MUST BE 4+ FEET ABOVE GROUNDWATER AND 6+ FEET ABOVE BEDROCK. 2. KEEP ABSORPTION FIELD AS SHALLOW AS POSSIBLE, 7-8 FEET PREFERABLY. NO DEEPER THAN 10 FEET. PREPARED FOR, LELAND WELSH 23108 BARBARA ST. CHUGIAK AK 99567 Tel, 688-2615 Cell 223-1589 SCALE: NTS PAGE 3 OF 3 FlELD BOOKS Copunn 1KNID ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 eou mt DRAM: rsm STN c; O'EC"ED: KMD �T' GATE 10/31/05 m ME d1Dt NW1359 (907)868-3791/FAX (907)868-3793 AM ME 05070.DWGI 05070 OF At -4% K N D ENGINEERING, INC. 20441 PTARMIGAN BLVD. •'» • L EAGLE RIVER, AK 99577-8736iz Ken,"111 IA. •• . •• - lyt.' SOILS PERCOLATION TEST O,feO:Foa `�•' aP����` Performed for: Leland Welsh Date Performed: 10/19/05 Proiect: Stephens Addition 81 Tract A (Serving Lot 3) TEST HOLE k 05-1 (Feet) SEE ATTACHED SITE PLAN 1- 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- I8- 19- 20- Org/OL GM - w/boulders to 2'+ B.O.H. - moist HOLE PRESOAKED PRIOR TO TEST FOR HOLE LOCATION Was Cround water encountered? NO Whatdepth? NA Depth to water after monitoring? NO Date? 10/28/05 Reading Date Gross Time Net Time Depth to Water Net Drop 1 10/20/05 1:00 6" - 2 1:30 30 min 53/16" 13/16- 3 1:30 53/16" - 4 2:00 30 min 49/16" 1 10/16" 5 2:00 49/16" - 6 2:30 30 min 315/16" 10/16" • Water Added Percolation Rate 48 (min/ in) Perc Hole Diameter 6" Test Run Between 5 feet and 6 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. KFIDD ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 696-6111 /FAX (907) 696-8111 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES AND MATERIAL SPECIFICATIONS LEGAL DESCRIPTION: STEPHENS, LOT 3 GENERAL: 1. The scope of this project includes the installation of a septic tank and/or drainfield to serve a single family residence on the referenced property as delineated on the attached Municipality of Anchorage (MOA) permit and site plan. 2. Construction shall be in accordance with the approved site plan and design drawings; MOA permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. 3. KND Engineering Inc (KND) assumes no responsibility of the accuracy of the as -built survey provided by the owner or owner's representative. 4. The owner or contractor is responsible to notify the engineer of any discrepancies noted on the design plans or drawings prior to commencing work. These discrepancies could be, but not limited to, possible encroachments, surface water, varying soils, unplatted easements, types or use of dwellings on or adjacent to property, nearby public wells, etc. 5. The contractor shall be responsible for locating any necessary underground utilities, easements, property lines and surface water. The owner and/or contractor shall ensure, if deemed appropriate, that a registered land surveyor prior to construction flags all setbacks. 6. The contractor shall be responsible for verifying all pertinent separation distances and component layout. 7. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On all leachfield mound systems, the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded area. 8. The MOA Development Services Department On -Site Water & Wastewater Program must certify contractors installing wastewater disposal systems. Owners installing their own systems must also receive prior approval from said MOA Department. SEPTIC TANK / HOLDING TANK / LIFT STATION INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 2. The septic tank shall be sufficiently bedded with proper material and compacting to prevent damaging, settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a minimum of 12 inches above the final grade. 4. Septic tanks installed with less than 4 foot of cover shall be insulated. The contractor will ensure that the fill over the tank does not exceed the burial depth rating. 5. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 feet from the tank. The second cleanout, in line, shall be to clean toward the septic tank. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. n."e t ,.VA Reference: Stephens, Lot 3 Date: 10/31/05 Page: 2 of 3 7. All H.D.P.E. tanks shall have a vertical length of 4 -inch perforated drainpipe besides the tank extending to the bottom of the tank to above grade to monitor ground water. 8. All tanks shall be anchored when there is not enough adequate soil cover to resist buoyancy forces in high -groundwater areas. 9. All holding tanks and lift stations shall have an audible and visual alarm inside the residence. 10. All lift stations shall be wired in compliance with the Uniform Electrical Code and all MOA guidelines. 11. The contractor shall remove the old tank, or abandon it in compliance with the Uniform Plumbing Code. The contractor is solely responsible for the abandonment procedure. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: 1. Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavaction become smeared, they must be raked or scratched (roughed -up) before gravel (sewer rock) placement. 2. Once the sewer rock is installed, the distribution pipe is installed level with the perforations facing downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. 3. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. 4. Monitoring tubes shall be four- (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. 5. Backfill over the final gravel layer must not be less than twenty-four inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. 6. All advanced technology waste water disposal systems (Advantex, Biocycle, Intermittent Dosing Sand Filter, etc...) shall be constructed, installed, maintained and monitored per manufacturers specifications and MOA requirements. MINIMUM MATERIAL SPECIFICATIONS: 1. A MOA approved septic tank manufacturer must construct any septic tank proposed for installation. 2. The following pipe materials are MOA approved for use in septic system installations: Type of Pive Perforate Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). 5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. If deemed necessary, a sieve analysis should be performed. 7. When sand is being used as a filter material, its gradation specification must conform to current MOA or DEC requirements. Reference: Stephens, Lot 3 Date: 10/31/05 Page: 3 of 3 INSPECTIONS: Typically there will be three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: 1. The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. 2. The second inspection must be conducted after the placement of the sewer rock, distribution fines, standpipes, and cleanouts, but before the placement of the silt barrier, insulation, or any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required, especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. The inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre -construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractor's activities. The owner shall contract with the contractor to perform the work outlined in these specifications and attached plans and in accordance with the attached MOA permit. All materials, components, and construction practices shall comply with the MOA's and the State of Alaska's latest ordinances, regulations, or policies regarding wells and septic systems. The failure of the inspecting engineer to notice a material or construction non-compliance does not relieve the contractor of his/her responsibility to correct such deficiency. There will be no contractual arrangement existing between the contractor and KND Engineering, Inc. KND shall be the owner's representative and will inspect the work as stated above to document the contractor's activities. Final acceptance of the contractor's work rests with the owner and the MOA. KND shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. KND's inspecting engineer will not be responsible for the construction means, methods, and techniques, sequence, procedures or the safety precautions incident to this project. BY PROCEEDING FORWARD WITH THE INSTALLATION OF THE WATER AND/OR WASTEWATER SYSTEM (S), THE PROPERTY OWNER, CONTRACTOR, AND WELL DRILLER ACKNOWLEDGES HAVING READ AND ACCEPTED THESE SPECIFICATIONS. EASEMENT STEPHENS #l, TRACT A GRANT madg, this 2'3— day of c 6'n , between loft ' '' hu-iak, AK�9-a- ;/ ereinaftt referred to as the Grantor, and ..,e AtS of 3 ;P_ na C IIcLLZChugiak, AKS 17hereinafter reftrred to as the Grantee. WHEREAS, the Grantor is the owner in fee simple of the following described realty: Stephens Subdivision, Addition Number I, Tract A, according to the official Plat thereof, filed as Plat 84-0027 in the Anchorage Recording District, Third Judicial District, State of Alaska, and, WHEREAS, the Grantee is desirous of enjoying the use of a certain portion of the Grantor's land for the sole purpose of ingress and egress to Grantee's land for the purpose of installing and maintaining a private septic system, and, WHEREAS, the Grantor has agreed, in consideration of $10.00 (Ten Dollars and No Cents) and other good and valuable consideration, the receipt of which by Grantor is hereby acknowledged, to grant to the Grantee an easement solely for said defined purposes and no other, NOW this grant witnesseth that in return said specified consideration paid by the Grantee to the Grantor, the Grantor hereby grants unto the Grantee, his heirs and assigns, full and free right and authority to install and thereafter maintain a private septic system upon a portion of Grantor's land as shown by the "Well & Wastewater Disposal System Site Plan" by Kenneth M. Duffus, P.E. dated /d — 31-05 This Grant of Easement is intended to be appurtenant to Grantee's above-described land and touches, concerns and runs with said lands. This is not intended to be an exclusive easement: the Grantor herein expressly reserves unto himself equal rights of ingress and egress and all other rights as the owner in fee simple of the described premises. If Public water and sewer become available or the subject encroaching septic system is identified as in failure and cannot obtain a Municipal of Anchorage Health Authority Certificate, this easement becomes null and void and Grantee will abandon the encroaching system and connect to the public utilities or install a leg Grantee's property, Lot 3, The Stephens Subdivision. al system on Q �IIIIIVIIIIIIIIIINIIIIIIIIIII 2 of 4 2006-064544-0 Any dispute or disagreement arising tinder or in any way concerning this instrument shall be submitted for resolution to the process of binding arbitration in accordance with the Alaska Statutes made and provided for said arbitration. The jurisdiction of the Arbitrator shall commence 60 days.lront the onset of the dispute and shall operate to toll all applicable Statutes of Limitation. In WITNESS WHEREOF the Grantor and Grantee have hereunto set their hands the day and year first above written. GRANTOR GRANTEE STATE OF ALASKA THIRD JUDICIAL DISTRICT THIS IS TO CERTIFY that on this day 97. day of 5e ntb:r , 9MI"7 before me the undersigned, a Notary Public in and for the State of Alaska, duly commissioned and sworn, personally appeared /i n 6F� To me known to be the person described 'n and who executed the above foregoing instrument, and acknowledged to me that signed and sealed the same freely and voluntarily for the uses and purposes therein mentioned. WITNESS my hand and official seal the day and year in this certificate first above written. ZZ J Notary Public' i I for Alaska My commissio xpires Y Iq . 0006 IIIIIIIIIIII!IIIIIIIIIIIIIIIII 2006-064544-0 STATE OF ALASKA ) THIRD JUDICIAL DISTRICT ) THIS IS TO CERTIFY that on this day of,"3— day of J r UG& before me the undersigned, a Notary Public in qnd for the State of Alaska; duly b�q commissioned and sworn, personally appeared �(jj0.- To me known to be the person described in and who executed the above foregoing instrument, and acknowledged to me that —4—LL signed and sealed the same freely and ' voluntarily for the uses and purposes therein mentioned. ILY 1C./* WITNESS my hand and official seal the day and year in this certificate first above written. 3 � //7 c��s�� Aw J Notary Publicn d for A asl a My commissio expires: r, J' Fl S PIIII�IIIIII�iIINIIIIIIIIIIII 4 of 4 3 2006-064544.0 GAABHDI GR, .'ER ANCHORAGE AREA BOROU"Ill DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279.8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILING NAME .5 fe5l /VS P610 ADDRESS 7 j ,/j,. PHONE ``'' I LOCATION�Q 54JAab Re7ll "S- 6l� 1t' / LEGAL DESCRIPTIONZX> S1!/L-!�U SEPTIC TANK NUMBER F DISTANCE FROM WELL —MATERIAL ���' COMPARU,�FNTS LIQUID LIQUID CAPACITY ��5v _GALLONS. INSIDE LENGTH INSIDE WIDTH DEPTH. SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS / OUTSIDE DIAMETER A OR WIDTH LENGTH IS DEPTH 6 , LINING MATERIAL��'ZC`f . DISTANCE FROM WELL �� f ,BUILDING FOUNDATION - NEAREST LOT LINE J®A, '`/� TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) 349T SQ. FT. TILE DRAIN FIELD: DISTANCE FROM NUMBER OF L FOUNDATION , NEAREST LOT LIN NCE BETW WIDTH TOTAL LENGTH OF LINES_ TOTAL EFFECTIVE ABSORPTION AREA . SQ. FT. LENGTH OF EACH LINE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL:DISTANCE FROM TYPEy i��r� DEPTH 'BUILDING FOUNDATION. lee"' SAMPLE NEAREST NEAREST SEPTIC SEEPAGE OTHER LOT LINE SEWERLINE , TANK/Sn SYS EMCES IS ©f - -- ,SPOOL SOURCES_ DISTANCES: {vale' 9i�F/l !f'v `pzL iAz AmilF DIAGRAM OF SYSTEM DATEj'! / APPROVE -D-__ ��/✓��y �'o��� G.A.A . NAME OF APPLICANT GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD POUCH 6-650 ANCHORAGE, ALASKA 99502 TELEPHONE 279-8686 SEWAGE &r l) INSTALLATION LOCATION LEGAL DESCRIPTION `0 INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS COMPLETION DATE ANTICIPATED POSAL SYSTEM — APPLICATION AND PERMIT S 4I 2 r 2c� (c/cJ (?A MAILING ADDRESS —V C����� /'"fiezl- `s <%� SEEPAGE PIT v , ORAIN,FIELD PERM IT NO. OTHER TO BE INSTALLED BY - `fir NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE E AREA SIZE MINIMUM DISTANCES, REQUIREMENTS 7 FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT-- DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL / 7 i T SEPTIC TANK � SEEPAGE PIT DRAIN FIELD TO NEAREST LOT LINE. t! C,/, -C ,SEEPAGE PIT WELL TO SEPTIC TANK DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK / y SEEPAGE PIT / DRAIN FIELD i SEPTIC TANK, � i SEEPAGE PIT GRAIN FIELD , TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. HEALTH AUTHORITY OR LICENSED DESIGNER I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORA E DESCRIBEP SYSTEM IS JN ACCORDANCE WITH SAID CODE. P AP� �� PPLICANT'S SIGNATURE Da� / TYPE DIAGRAM OF SYSTEM AREA BOROUGH ORDJESANCE NO. 28-68 AND THAT THE ABOVE n Hi:5.,1'il D'EPAtlrmr:NT CASE •• � 371 E",LT, <^'BEET •- -- A CHORA'OT, rr,A,:"'A, 99502 Performed For LE!Pa Date Yet orrne`i 7t,zs F r, Retorts a. .` Depth . Feet oi.l ' eessn.+.ut.avxmam�.w Pr000Loci Der`�i, O° /hr s•no�i.»Pn/s we Oy'17�tnc w/`fti a oe '' !O coil/ey//. There ca66/P e/ cOo/P"// o,./ra. /he I-ele cv�s C/ry Pry ,Xc4ve '/P(J/ // o'� iw /./Pr �e JF/,o yDi clitGc 64e Gyd/P C✓,5 ce /cOOPr Btu fw� days ��h��,��,� Encountered? 1-ep th L10 t7 Tost Performed Bq: 7 Drain >;e'7tli TCS LOT.tom Of P.it _. Data Certified By: .����