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HomeMy WebLinkAboutHILLSIDE NORTH ADDN #9 LT 7Hillside North #9 Lot 7 #041-032-10 .. Municipality of Anchorage Development Services Department Building Safety Division , Onsite Water and Wastewater Program, 4700 S. Brag" SL P.O. Box 196650 Anchorage. AK 99519.66S0 Page of wwwxLanchorage.ak.us (907)343.79U ONSITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT PeiTnR Number. PID Number. - - Nama: Harry Haywood Wastewater System: [$ New ❑ Upgrade A"em 9611 Chene a Dr. 99507 ABSORPTION FIELD Preto: ' • rwima• a 11"Wi F 333-3335 4 Q{o«aTwa Osn.sP•T. rA Deaa pMrna aOrion LEGAL DESCRIPTION Sol ftwqTwr 0.8 Gap"hanwwrr View: 13.5 Mr!<" Lx euOANuwc F WA 0"111 b Fee Ikewn bra mi" p•4a: F W*,,Gnwol 6"W*,, pan' - 7 Hillside North #9 71 F. 6.5 p, TrwiM,g Ridge: SwLw[ FY aeoaa aewo oo pow: Grorr Lwlpee 1714 R?W —n— A. FI. Well: [31 New ❑Upgrade Garr rWF¢ 3 Muaewar»�DIW— a*M,: CJaaweolfm (Rtvra,A B, Gr Tar b•pep Caw FI. Twr,e,orp,wi Free FL Pip•wistue Private 104 F,. 104 n. 8.11 Fe W PJC d3034 �••: Gala GMM¢ 31MC Wrr 1. v Alphine 11-05-04+ 42 FL aanaor. Groeneweg Const. GMa WIMwt 5-20-05 noa: Pump sal at — Gawq w.FM Aeova Gnus¢ 15 GPM Not Set FI. '2 FL TANK SEPARATION DISTANCES L ieptic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption LM i Holding Publi mons, Caparur.. From Tank Fab Station Tank S~ Line Arichorage Tank 1250 Gr. w,a 138.0 154.4 - - 13 6 "orwi: Nam a cwroa mwa, .0 Steel 2 su^•u"w 100 >100 - - LIFT STATIO • ' 62.2 24.6 - - � o. Mw.a.uM.r. ' Fwnarkln 'Faro wf la•r aC 'Pump la•al w: M,pn rrw tato a Curlwn Oraki Pwq Make a mwei EMctrem bpacbo a W,,,,d W. Ramwka: BENCH MARK Lookan rra o.,mPPQp Spike Set In Spruce Tree moa 6ava See Plans 1031.5FJ E`�"�atC\sL oF• acQs\��i �•'ttr Inspections performed by: Dee High Dates: 1" 5-20-05 � �•� TH '' A ` ;d, 2ne 5-20-05 Development Services Department Approval • �• •• • • • t •e �� .• _ seo7 - •' i Reviewed and approved by Date: + rr ., ..� J F•• •• t:.- Qw. IMI f • ...... •� �• .. •�.py:OL, "'r -�c�so. (�•—u r,�.a,�.SLa�-... t jtt�aooco Permit No. Paye 1 of 5 Municipality of Anchorage W.O. 04643 Development Services Department Date 6/02/04 BUILDING SAFETY DIVISION P.O. Boz 198850 • Anchorage, AK 99519-6650 • Tel: 349-7904 On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 7 K11 SME NORTH ADDN. #9 PID No. 041-032-10 SYSTEM DESIGN CALCULATIONS 1. NO. BEDROOMS = 4 2. USED DEEP TRENCH SYSTEM 3. ASSORBTION AREA (# BEDROOMS)(150 GPD/BR) TRENCH APPLICATION RATE (4)(150) = 750 SF REQUIRED 0.8; = 61.6' X 6.5' X 2= 801 CONSTRUCTED 4. TRENCH LENGTH= ABSORPTION AREA/(2 X DEPTH OF GRAVEL) DEPTH OF GRAVEL = 6.5' LENGTH OF TRENCH = 61.6' RECORD DRAT REVISED 10/12/05 REVISED 5/15/05 REVISED 6/29/04 PERCOLATION RATE PIT do TRENCH MOUND & BED APP11CATION RATE APPLICATION RATE MIN/INCH GPD/SF GPD/SF 0-1 NOT SUITABLE NOT SUITABLE 1-5 1.2 0.8 • 6-15 0.8 0.5 16-30 0.6 0.4 31-60 0.45 0.3 GREATER THAN 60 NOT SUITABLE NOT SUITABLE FlLTER LAYER 1.0 .7 Permit No. a Municipality of Anchorage Page 2 of 5 Development Services Department Date 6/02/04 BUILING SAFETY DIVISION P.O. Boz 196850 • Anchorage, AK 99519-8850• Tel: 343-7904 On—Site Wastewater Disposal System 611 Inspection Report Legal Description: LOT 7 HILISIDE NORTH ADDITION #9 P.I.D. NO. 041-032-10 LOT 7 /PROP. HOUSE NOT CONSTRUCT *O 1 INSTALLED W 1030 /1250 20 L.F. 4•� PVC' O 1.01', //6C.0. ) 34 /r (�.1*7TM#7Q 4 9.09'n f 11616 4irrV NR it 1 /INSTALLED APPOSING, CLEANOUTS / s � 1NSTALLED 61:6I L. . DEEP TRENCH,-' c\ 8 6.97 Ls36.14---' HAVEN CIRCLE -,/I ECORD DRAW REVISED 10/12 REVISED 5/15/ REVISED 6/29/ � DED&&IGF�`A 1 ♦ s •.� CE 5807 � ��`6t — DATE 0 c�rzx�rf�[=1i v®® i767Y�ib�i -,/I ECORD DRAW REVISED 10/12 REVISED 5/15/ REVISED 6/29/ � DED&&IGF�`A 1 ♦ s •.� CE 5807 � ��`6t — DATE S Permit No. Page 3 of 5 Municipality of Anchorage W.O. 04643/05695 Development Services Department Date 6/02/04 BUILDING SAFETY DIVISION P.O. Boz 196650 • Anchorage, AK 99519-6650• Tel: 343-7904 Proposed Well & On—Site wastewater Disposal System Legal Description: LOT 7 HILLSIDE NORTH ADDITION #9 PID No. 041-032-10 0, ...,. 1.0' 7 ORGANICS �y REDDISH BROWN, SANDY, 4A SILT. DRY -iv 2.5' 121 GROUND 0 BROWN, SLIGHTLY SILTAMP I 6 4" PERFORATEDILE RIC PIPE SAND, SLIGHTLY DAMP 11 ■ 13.5' BROWN, SANDY, GRAVEL TRACE OF SILT COBBLES TO 8' _ B.O.T.%DRY SEPTIC ROCK PER M.O.A. SPECIFICATIONS RECORD DRAWING REVISED: 10/12/05 Permit No. Page 4 of 5 Municipality of Anchorage WO: 04843/05895 Department of Health and Human Services Date 10/12/05 ENVIRONMENTAL SERVICES DIVISION P.O. Boz 198850 • Anchorage. AK 99519-8850 • Tel: 343-4744 Proposed Well & On—Site Wastewater Disposal System Legal Description: LOT 7 HIIIME NORTH ADDITION #9 PID No. 041-032-10 NOT CONSTRUCTED 10' 1 20' 61.6' HOUSE (NOT ONSTRUCTED FOUNDATION C.O. NOT CONSTRUCTED) NSTALL 2• INSULATION • 40 PERF. 1 DRAIN`.0.'S PVC M.T. C.O. FINISH 0 . HOUSE CLEAN OUT END OF 40 PIPE GRD. - ----TREMM SEPTIC TANK 1029. CRD. 40 PERF. PIPE ` 1022.54 INV. *ALL ELEVATIONS ARE TO INVERT OF PIPE UNLESS OTHERWISE NOTED PROFILE SCALE: NTS ,�F,OFq�q�♦♦ P.•.,........••S �i • LN �. . . .. . 0000 '00000 0 000000 0. ♦ ;DENN DE OI{•• ♦♦ s ' i CE 58 .' . A ��,l� i•�' DATE PROFU-IRDKH WSST 1 R Permit No. Legal Description: LOT P.I.D. N0. 041-032-10 DHI CONSULTING ENGINEERS r%:�1:4k : I I YY I . NOTES: Page 5 of 5 W.O.04643/05695 Date 6/0 05 1. ALL CONSTRUCTION WAS IN ACCORDANCE WITH CHAPTER 15.65. WASTEWATER DISPOSAL REGULATIONS OF THE MUNICIPAL CODE, AND MOA STANDARD SPECIFICATIONS FOR STREETS, DRAINAGE, UTILITIES AND PARKS (MASS) 1994 AS CURRENTLY AMENDED, AND ALL APPLICABLE STATE AND FEDERAL REGULATIONS. 2. EXISTING STRUCTURES, WELLS, SEPTIC SYSTEMS OBSERVED WITHIN 200 FEET OF THE PROPOSED SYSTEM SITE ARE SHOWN ON RECORD DRAWINGS. 3. BOTTOM OF TRENCH EXCAVATION SHALL BE LEVEL SIDEWALLS SHALL BE SCARIFIED. RECORD ELEVATIONS AT BEGINNING, MIDDLE, AND END OF TRENCH BOTTOM. 4. PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK. LEVEL ROCK SURFACE TO t 0.1' PRIOR TO INSTALLING THE PERFORATED PIPE. 5. ALL PIPE SHALL BE PVC CONFORMING TO ASTM D3034. ALL JOINTS SHALL BE SEALED WITH APPROVED CLUE. CLEANOUTS SHALL BE INSTALLED AT THE END(S) OF THE TRENCH(S). 4- MONITORING TUBE(S) SHALL BE INSTALLED AT THE END OF EACH TRENCH, WHERE SHOWN ON PLANS. 6. COVER THE DISTRIBUTION PIPE WITH MIN 2' SEWER ROCK, BEFORE PLACING INSULATION AND/OR GEOTEXTILE, FILL. AND TOPSOIL 7. MINIMUM SOIL COVER SHALL BE 3 FEET OVER THE PIPE AND 4 FEET OVER THE SEPTIC TANK. ONE INCH OF INSULATION MAY BE SUBSTITUTED FOR 1 FOOT OF SOIL COVER, BUT THERE MUST BE A MINIMUM OF 2' OF SOIL COVER OVER THE INSULATION. ALL INSULATION BOARD SHALL BE 2' THICK POLYSTYRENE, DOW HI -35 OR ENGINEER -APPROVED EOUAL CENTER BOARD WIDTH OVER PIPE. 8. AN APPROVED GEOTEXTIIE FABRIC SHALL BE INSTALLED BETWEEN THE SEWER ROCK AND THE BACKFILL 9. MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS. 10. SLOPE ALL FILL MATERIAL AND TOPSOIL TO DRAIN AT 2:L MIN. SLOPE, AND IN SUCH A MANNER THAT PONDING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT 6' HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. THE TOP 4' OF COVER SHALL BE TOPSOIL SEED SURFACE AFTER COMPLETING INSTALLATION AS PER MUNICIPAL SPECS. 11. CONTRACTOR TO BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF CONTAMINATED MATERIAL FROM THE EXISTING TRENCHES, IF ENCOUNTERED. 12. PLACE 2' X 4' WIDE INSULATION OVER SEWER UNE WHERE IT CROSSES PROPOSED DRIVEWAY. RECORD DRAWING n 3A")YM� o ... DEPARTMENT OF HEALTH TWU AN SERVICES `i 825 V WPM. AND40RAOL ALASVA 90502-0950 SOILS LOG—PERCOLATION TEST TEST HOLE 1 PERFORMED FOR: HARRY HAYWOOD DATE PERFORMED: 5/20/05 LEGAL DESCRIPTION: LOT 7 HILLSIDE NORTH ADDITION #9 PID NO.: 041-032-10 ORGANICS 171 A/ irirr REDDISH BROWN. SANDY, i.t r✓r 2 Kiri SILT, DRY 3 `Yy 5i% 6 to✓ 7 8 9 10 11 12 13 S. 14 15 ,6 17 18 19 20 BROWN, SLIGHTLY SILTY SAND, SLIGHTLY DAMP BROWN, SANDY GRAVEL TRACE OF SILT COBBLES TO 8' SLOPE SITE PLAN moommmmm MENEENNEEN NEEMEMEEME PERCOLATION RATE: 3.89 (MINUTESANCH.) PERCHOLE DIAMETER:_' TEST RUN BETWEEN: 5.0 FT. AND 5.5 FT. 21 L:'- -7 COMMQgn•SOILS SAME AS PREVIOUS T.H. LOG. NO BEDROCK OR WATER ENCOUNTERED. PERCOLATION DATA & WATER TABLE INFORMATION TAKEN FROM ORIGINAL T.H. LOG DATED 3-29-01. PERFORMED BY: DEE HIGH I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE 12/30/05 695MGlD Om��vO® Om�m�O� am��v©o PERCOLATION RATE: 3.89 (MINUTESANCH.) PERCHOLE DIAMETER:_' TEST RUN BETWEEN: 5.0 FT. AND 5.5 FT. 21 L:'- -7 COMMQgn•SOILS SAME AS PREVIOUS T.H. LOG. NO BEDROCK OR WATER ENCOUNTERED. PERCOLATION DATA & WATER TABLE INFORMATION TAKEN FROM ORIGINAL T.H. LOG DATED 3-29-01. PERFORMED BY: DEE HIGH I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE 12/30/05 695MGlD ® Ame Municipality of Anchorage t Department of Health and Human Services 825 V Street P.O. Box 196650 Anchorage, Alaska 99519-6650 Rick Mystrom http:/h~.ci.anchorage.ak.us Mayor Permit Number: #SW 040228 Date of Issue: 6-28-04 Parcel Identification Number: 041-032-10 Date Started: 11-05-04 Date Completed: 11-05-04 Is well located at approved permit location? ® Yes ❑ No Ina] Description: Hillside North # 9 Lot 7 Property Owner Name & Address: Harry Haywood 9611 Chenega Drive Anchoraae. Alaska 99507 Borehole Data: Depth (ft) Method of Drilling ® air rotary ❑ cable tool Soil Type, Thickness & Water Strata From To Casing type: steel stick-up 0 2 Wall Thickness: .250 inches organics 2 3 Diameter: 6 inches Depth: 98 feet gravelly silt gravel silty sand sandy silt 3 16 34 40 16 34 40 59 Liner Type: steel Diameter: inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): 42 feet Pumping level: 98 feet after silly water sand & gravel 59 63 2 hours pumping 15 gpm gravelly silt 63 92 Recovery Rate: 15 gpm gravelly sandy silt 92 95 Method of Testing: airlift Well Intake Opening Type: water sand & gravel 95 98 gravelly silt 98 104 ® Open End ❑ Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: bentonite granules Volume: I Depth: Start 0 feet Stopped ? feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Drilling & Enterprises PO Box 110496 Anchorage Alaska 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property ----......L. -.. r. ,.Y,. -.L... .-..0.- ..... 1...... J . n. .. - 1.9 O ..---••_ n —.1. .. 1. J.-..-r.-....r..•... APR -17-2007 05:21A FROM: DMIONNO fiwwM ap1trAo sulk ft ad"y DAM on-site welw A w.lhrtlw hip" 4700 drra= atr W P.O. hx Win Awkwpa. ASK "3144' Ifo�l sura Pump I atallatio�l Lop t4Y-3113-7997 Wag DdftS hmil Nw%bw,_____-__� lahal l,seelltlradm 11t11ebm w..: 70:3437997 P.V3 'SW opt 0;�2% hccj-039to r7'N q / f j7l/otA at.e� 7.t r��pagrrri lh y 6fa tt "ietkll"O DMI • t1-+ "Ubk*D.w l&w UP *f wd c.lw _ Q I4 an r.mvra"a,ua-K.a. Q v...r aa. &A, �. Tid.nAd,vt>QM.i:el,elm,tt.N.m.: C.an,L,lt �l�C PldwAdgl&rbftlkn a Pacjnn.n WoU bfthhdM UPs Cnytd al F Vu 13 N. M wbdalln, Eefae" ; ctr�r Caeeles�l CALL FOR SERVICE - Complete Wrier Syelem Banka - AAROw PUMP & WEII St.aVICEI LLC 6RIAN Vilna `. ANCHORAGE EAGLE RNER (9071946.0355 (9071022-M M - M I, ei r" POW WWbo d" I IM 0 veep le•lehe" Iv %TAM WW& $a *we *rpm* I�•e•il•1les, 5�aq/as `3 o�rh MUNICIPALITY OF ANCHORAGE Development Services Department ^� Onsite Water d Wastewater Program 4700 South Bragaw Street 50*5 la' -pc P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number. SWO40228 Legal Description: Hillside North #9 Lot 7 Design Engineer: 0060 DHI Engineering Owner Name: Harry Haywood Owner Address: 9611 Chenega Drive Anchorage , AK 99507 - Date Issued: Jun 28, 2004 Expiration Date: Jun 28, 2005 Parcel ID: 041-032-10 Site Address: 9697 Haven Circle 44 Lot Size: 96643 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of. ❑✓ Disposal Field 0 Septic Tank ❑ Holding Tank El Privy Private Well ❑ Water Storage 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 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 sdme day. B. Covered, sealed, and heated to prevent freezing. Os Det, w n'tS fo deel�o� f.-••.P�1,.2 to/� /inti Ae, mv5i eieT. K. , veril�j l7�y� e �• 4010105 4 CR\8%C-%" t wary V\C� 941 DA �a� s��� �ol I : ecxh ln�acs�' . Tc�,eh tv da.&P . ( ' p.Fx, U --os "l, vN C! .r' Received B Issued B Date: —Z? 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 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 041-032-10 Permit Number SW tl q Oa :kg Property owners) Harry Haywood Day phone 659-4651 Mailing address (1) 9611 Chenega Drive Anchorage, AK Mailing address (2) Zip Code 99507 Legal description (Lot, Block & Sub'd.) Lot 7, Hillside North H9 Legal description (Section, Township & Range) IV, Lot Lot Size &vw�" I V4 3 keFe Sq.Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑x 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 SiiAgLe Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owK/or authorized agent) Permit Fees: �0/ Waiver Fees: Date of Payment: `tet Date of Payment: Receipt Number:Receipt Number: (Rev. 12100) Permit No. Municipality of Anchorage Development Services Department BUILDING SAFETY DIVISION Page 1 of 8 Date 6/08/04 P.O. Box 196650• Anchorage, AK 99519-6650• Tel: 343-7904 w•0. 04643 On—Site Waste water Disposal System/Well Inspection Report Legal Description: LOT 7 HILLSIDE NORTH ADDITION X19 P.I.D. NO. 041-032-10 SITE NARRATIVE LOT 7 HILLSIDE NORTH SUBDIVISION ADDITION #9 IS A 2.22 ACRE LOT, BORDERED ON THE EAST AND WEST BY UNDEVELOPED LOTS OF ABOUT THE SAME SIZE. THE NORTH & SOUTH SIDES OF THE PROPERTY ABUT THE MUNICIPAL RIGHT OF WAY BASHER DRIVE & HAVEN CIRCLE. THE PROPOSED SEPTIC SYSTEM DESIGN IS BASED ON A 4 BEDROOM SINGLE FAMILY HOUSE AS SHOWN ON THE PLANS. THE PROPOSED SEPTIC SYSTEM CONSISTS OF A 75' DEEP TRENCH WiTH A 1250 GALLON SEPTIC TANK. THE SOILS PERCOLATION RATE IS 0.8 C.P.D./S.F. NO WATER TABLE WAS ENCOUNTERED. SEE SOILS LOGS SHEETS 7 & B. WELLS, THE PROPOSED WELL IS LOCATED TOWARD THE EASTERLY SIDE OF LOT 7. ITS WELL RADIUS WILL IMPACT A PORTION (ABOUT 45 FEET) OF LOT 8 (THE ADJACENT LOT TO THE EAST). HOWEVER THERE IS ADEQUATE ROOM ON LOT 8 FOR PLACEMENT OF A SEPTIC SYSTEM, REPLACEMENT SYSTEM & WELL THERE IS AN EXISTING WELL ON LOT 6 (THE ADJACENT LOT TO THE WEST). THIS WELL'S 100' PROTECTIVE WELL RADIUS DOES EFFECT LOT 7. ITS PROTECTIVE RADIUS PROTRUDES INTO LOT 7 ABOUT 60', LIMITING THE AREA AVAILABLE ON LOT 7 FOR THE PROPOSED SEPTIC SYSTEM. WE HAVE LOCATED THE PROPOSED SEPTIC SYSTEM ON LOT 7 TO MISS THIS WELL'S PROTECTIVE RADIUS. SEE SHEETS 3 & 4. SEPTIC SYSTEMS: TO DATE: NO SEPTIC SYSTEMS HAVE BEEN CONSTRUCTED ON ANY OF THE LOTS, THOUGH A PERMIT HAS BEEN ISSUED FOR LOT 6. DRAINAGE• THE DRAINAGE IN THE AREA IS GENERALLY FROM SOUTH TO NORTH. LOT 7 HAS A STEEP SLOPE OF ABOUT 25% STARTING ABOUT MIDWAY THRU THE LOT & EXTENDS NORTHWARD TO BASHER DRIVE. THE SOUTH 1/2 OF LOT 7 HAS A GENTLE SLOPE OF ABOUT 3-5X. THE LOT CAN BE GRADED TO PREVENT ANY PONDING OF WATER OVER OR AROUND THE PROPOSED WELL OR SEPTIC SYSTEM. THERE ARE NO STREAMS OR DRAINAGE CHANNELS ON THIS LOT. THE PROPOSED SYSTEMS WILL NOT PREVENT ADJACENT LOTS FROM CONSTRUCTING REVISED 6/29/04 SEPTIC & WELL SYSTEMS ON THEIR LOTS. .�--,`, OFA Ar r ;DENNI DE G ♦ s O• CE 5807 � �UfeSS��i DATE 1��IL��'►•4 C. FILE 643CCRAI G/ / Permit No. Page--g-of 8 Municipality of Anchorage W.O. 04643 Development Services Department Date 6/02/04 BUILDING SAFETY DIVISION P.O. Boz 196650 • Anchorage, AK 99519-6650 • Tel: 343-7904 On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 7 HILLSIDE NORTH ADDN. #9 PID No. 041-032-10 SYSTEM DESIGN CALCULATIONS 1. NO. BEDROOMS = 4 2. USE DEEP TRENCH SYSTEM 3. ABSORBTION AREA = (# BEDROOMS)(150 GPD/BR) TRENCH APPLICATION RATE (4)(150) = 750 SF 0.8* 4. TRENCH LENGTH= ABSORPTION AREA/(2 X DEPTH OF GRAVEL) IF DEPTH OF GRAVEL = 5' THEN LENGTH OF TRENCH = 75.0' PERCOLATION RATE PIT & TRENCH APPLICATION RATE MIN/INCH GPD/SF 0-1 NOT SUITABLE 1-5 1.2 * 6-15 0.8 16-30 0.6 31-60 0.45 GREATER THAN 60 NOT SUITABLE FILTER LAYER 1.0 f JA")wn MOUND & BED APPLICATION RATE GPD/SF NOT SUITABLE 0.8 0.5 0.4 0.3 NOT SUITABLE .7 REVISED 6/29/04 �0 Permit No. Municipality of Anchorage Development Services Department BUILDING SAFETY DIVISION Page 3 of 8 Date 6/02/04 P.O. Box 196650 Anchorage, AK 99519-66509 Tel: 343-7904 I � I M On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 7 HILLSIDE NORTH ADDITION #9 P.I.D. NO. 041-032-10 HSN ADDN. N0.4 LOT 3 BASHER DRIVE / / rn I O I rn _ f I I O I \ 'p- 0( nf o I 1 Exl $ l u WELL ibl z" rnC y/ q I I N 69.17.19' W 116.18 N.R. 15' TELECOMMUNICATION do ELECTRICAL EASEMENT Dr O H � F Q C s PROPOSD r ;D WELL w in �N mo rn R.o s c H 20 tiz 68.52 I' z 20 0 — N 8550'29" E HAVEN CIR. I Z ti r I � I M r o TOT I N D _ � � v O au Z v I R SED 6/29/04 ?�.'OFAtgS,�♦ TH r •� W.O. 04643 F.B. N0. SCALE: 1" = 100' C. CE 580'/' a g�'w fey' •'••.....••• t�i 111% Profess04�.4 J # L Permit No. Municipality of Anchorage Page 4 of 8 Development Services Department Date 6/02/04 BUIUNG SAFETY DIVISION P.O. Boz 196650 • Anchorage, AK 99519-6650• Tel: 343-7904 On—Site Wastewater Disposal System/Well Inspection Report Legal Description: LOT 7 HILISME NORTH ADDITION #9 P.I.D. NO. 041-032-10 LOT 8 X020 LOT 7 .n N PROPOSED HOUSE 'L '• \ LOCATION OUO F F.F. BASEM�-1025± 3 IFOUNDATION CLEANOUT N INV. -1023.8 o 152.6 LF. 4"I ROPOSED 1 I PVC m 2.0% � ( LODRIVEWAY CATION OF NV.=1022.7 / 1150 GAL. \ _ .PROPOSED WELL 0 SEPTIC TANK I IINV.-1022.6 OPPOSING I PVC O 1.0%" CLE \NOUTS I i �7.5 LF. DEEP / IINV.-1622.01 \ TRENCH, SEE- b° SHEET I C.O. REVISED 29/04 IM.T' THF7 . I , / C.O. r---�UTGRE i 1 --- ••••_OF aa,, 09 TE a . .. . . . .. ... . H...0 I R-50.00 R-5 0 j �DENN D IGF i L-96.97 La36.14 s• CE 7 0 i HAVEN CIRCLE 'fifer •'•••••••�'•I 4 �� gofers\ • DATE ,VATAU••ot di W.O. 04643 F.B. NO. SCALE: 1" 40' C. FILE 643CCR3D Permit No. ' Page 5 of 8 W,O, 04643 Municipality of Anchorage 6/02/04 Development Services Department Data BUILDING SAFETY DIVISION P.O. Boz 196650 • Anchorage, AK 99519-6650 • Tel: 343-7904 Proposed Well & On—Site Wastewater Disposal System Legal Description: LOT 7 HILISIDE NORTH ADDITION #9 PID No. 041-032-10 1.0' 2.5' 12.5' TH#1 ORGANICS REDDISH BROWN, SA SILT, DRY BROWN, SLIGHTLY SI SAND, SLIGHTLY DA? 11 BROWN, SANDY, GRA C• TRACE OF SILT 'COBBLES TO 8' o SCALE: NTS SECTION RIGINAL GROUND FABRIC PERFORATED PIPE SEPTIC ROCK PER M.O.A. SPECIFICATIONS NOTE: NO WATER FOUND AFTER MONITORING. REWM 6/29/04 Permit No. DHI CONSULTING ENGINEERS Page 6 of 8 LOT 7 HILLSIDE NORTH ADDITION 9 W.O. 04643 Legal Description: i� P.I.D. NO. 041-032-10 NOTES: Date 6/02/04 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 15.65. WASTEWATER DISPOSAL REGULATIONS OF THE MUNICIPAL CODE, AND MOA STANDARD SPECIFICATIONS FOR STREETS, DRAINAGE, UTILITIES AND PARKS (MASS) 1994 AS CURRENTLY AMENDED, AND ALL APPLICABLE STATE AND FEDERAL REGULATIONS. 2. EXISTING STRUCTURES, WELLS, SEPTIC SYSTEMS OBSERVED WITHIN 200 FEET OF THE PROPOSED SYSTEM SITE ARE SHOWN ON DESIGN DRAWINGS. 3. ANY DEVIATION FROM THE DESIGN MUST BE AUTHORIZED BY THE ENGINEER PRIOR TO ITS INCORPORATION INTO THE SYSTEM. 4• CONTRACTOR TO STAKE PROPOSED SYSTEM do NOTIFY THE ENGINEER OF ANY OBSERVED CONFLICTS PRIOR TO CONSTRUCTION. STAKE LOCATION OF EACH TRENCH END. NOTE DEPTH OF CUT ON LATH. CONTRACTOR SHALL HAVE SURVEY LEVEL AND ROD SET UP ON SITE DURING CONSTRUCTION. 5. CONTRACTOR TO NOTIFY THE ENGINEER AND DHHS 24 HOURS PRIOR TO COMMENCING WITH CONSTRUCTION. A MINIMUM OF THREE SITE VISITS ARE REQUIRED. THE FIRST VISIT SHALL BE OF THE SUBGRADE PRIOR TO PLACING THE SEWER ROCK. THE SECOND VISIT SHALL BE AFTER THE PLACEMENT OF SEWER ROCK, DISTRIBUTION PIPING, STANDPIPES, AND OTHER COMPONENTS AS SPECIFIED. THE THIRD VISIT SHALL BE AFTER THE WORK IS COMPLETED. 6. CONTRACTOR SHALL DELIVER TO THE ENGINEER A SET OF RED—LINED, AS—BUILT DRAWINGS SHOWING ALL DATA AS SPECIFIED IN SEC. 15.65.F.2, 3, 4, 5, 6 OF MUNICIPAL WASTEWATER DISPOSAL CODE WITHIN FIVE DAYS OF THE FINAL AND SWING TIE LOCATESTENTH OF A THESE AS—BUIILTS T. (NVERTS SHALL BE USED BY THE ENG( EERSTOLPREP RE ANDBE TO THENSUBEARM TTREC D DRAWIN ST TO DHHS. 7. ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY THE ENGINEER IF ACTUAL FIELD CONDITIONS VARY FROM THOSE USED TO rREPARC THE DESIGM. B. BOTTOM OF TRENCH EXCAVATION SHALL BE LEVEL SIDEWALLS SHALL BE SCARIFIED. RECORD ELEVATIONS AT BEGINNING, MIDDLE, AND END OF TRENCH BOTTOM. 9. PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK. LEVEL ROCK SURFACE TO t 0.1' PRIOR TO INSTALLING THE PERFORATED PIPE. 10. ALL PIPE SHALL BE PVC CONFORMING TO ASTM D3034. ALL JOINTS SHALL BE SEALED WITH APPROVED GLUE. CLEANOUTS SHALL BE INSTALLED AT THE END(S) OF THE TRENCH(S). 4' MONITORING TUBE(S) SHALL BE INSTALLED AT THE END OF EACH TRENCH, WHERE SHOWN ON PLANS. 11. COVER THE DISTRIBUTION PIPE WITH MIN 2' SEWER ROCK, BEFORE PLACING INSULATION AND/OR GEOTEXTILE, FILL, AND TOPSOIL 12. MINIMUM SOIL COVER SHALL BE 3 FEET OVER THE PIPE AND 4 FEET OVER THE SEPTIC TANK. ONE INCH OF INSULATION MAY BE SUBSTITUTED FOR 1 FOOT OF SOIL COVER, BUT THERE MUST BE A MINIMUM OF 2' OF SOIL COVER OVER THE INSULATION. ALL INSULATION BOARD SHALL BE 2' THICK POLYSTYRENE, DOW HI -35 OR ENGINEER—APPROVED EQUAL. CENTER BOARD WIDTH OVER PIPE. 13. AN APPROVED GEOTEXTILE FABRIC SHALL BE INSTALLED BETWEEN THE SEWER ROCK AND THE BACKFILL. 14. MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS. 15. SLOPE ALL FILL MATERIAL AND TOPSOIL TO DRAIN AT 2% MIN. SLOPE, AND IN SUCH A MANNER THAT PONDING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT 6' HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. THE TOP 4' OF COVER SHALL BE TOPSOIL SEED SURFACE AFTER COMPLETING INSTALLATION AS PER MUNICIPAL SPECS. 16. CONTRACTOR TO BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF CONTAMINATED MATERIAL FROM THE EXISTING TRENCHS, IF ENCOUNTERED. 17. PLACE 2' X 4' WIDE INSULATION OVER SEWER LINE WHERE IT CROSSES PROPOSED DRIVEWAY. UI�Tyy pp�F �`��" DEPARTMEN �AHEALTH do AN SERMCEs : OFA �.♦ SOILS LOG—PERCOLATION TEST i .y ♦ TEST HOLE 1*7.. ..*..o /... ....... ...�...� ♦;DENNI DE ICH; • PERFORMED FOR. HARRY HAYWOOD ♦♦ s %� CE 5807Ar AV DATE PERFORMED: 5-07-04 ♦♦ fP •.. ..•i r ••...• LEGAL DESCRIPTION: LOT 7 HILLSIDE NORTH ADDITION #9 ♦�� SdcP�: P.I.D. NO. 041-032-10 ��``�••��'_`�' +.. PAGE 7 OF 8 ORGANICS W.O. / 04643 1 iS;, RREDDIO BROWN, SANDY. SLOPE SITE PLAN 2 �i>. 3 �. 4 5 V f 6: j..' 7 BROWN, SLIGHTLY SILTY SAND. SLIGHTLY DAMP 8 �f y. 9EE__ _ WAS GROUND WATER S 10 %_' ENCOUNTERED 4 NO L IF YES, AT WHAT P DEPTH 4 12 _ l DEPTH OF WATER E AFTER MONITORING 4 NO WATER DATE: _5/28/04 13 /r' 14 15 BROWN, SANDY, GRAVEL • ' TRACE OF SILT 2 5/07/04 taw. r t s/r as • COBBLES TO 8' a 5/V/04 taw. r t 3/r an 16 17 18 B.O.T. DRY PEROOLA71ON RAM 5.59 (MINUTES ANCH.) PERCHOLE DIAMETER: 6. TEST RUN BETWEEN: 6.5 FT. AND 7.0 FT. COMMENTS. PERFORMED BY: GARY PAULUS DEE HIGH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 6/04/04 643CCR6D trier wtt a v[ at u[ wa mom tarawta wcaorc 5107A4 12:38 aw, tr tr �oonc a/a�pt cert. tr tr t 5/07/04 taw. r t �/s• an s n/tnp� taw. r t 3/r a>t a a/tn/o� tow. t 7/r asp r a 8/07/04 taw, r t a/�• an W.O./ 20459 DHMND5ENGINEERS 600 1- DIO11-0 ANWORAGF- ALAWA M15. 744-130 SOILS LOG -PERCOLATION TEST TEST HOLE #7 &%%%% III OF At.•..- 'DENNIS D IGH; • PERFORMED FOR: ROGER CREMO DATE PERFORMED: 3-29-01 ,4� f�0.,10E 58 7.��: ; LEGAL DESCRIPTION: LOT 7 HILLSIDE NORTH ADD. #9 P.I.D. NO. 041-032-10 �ofessa�:� 24' ORGANIC SILT W/ ROOT MAT FROZEN TO 12' " `+y 2 .M 3 4 5 6 7 9 BROWN SAND W/ TRACE SILT . SLIGHTLY MOIST 11 14 O 15'0 BROWN SANDY GRAVEL O. DRY TO SLIGHTLY MOIST 16 ROCK TO 3' �„ 17 [...0-' 18 B.T.H. SLOPE ILWw cc -4y PAGE: 8 OF 8 W.O. #: 04643 SITE PLAN WAS GROUND WATER S ENCOUNTERED ? NO L IF YES, AT WHAT O DEPTH ? P DEPTH OF WATER E AFTER MONITORING ? NONE DATE: 4/30/01 19 r 1 PERCOLATION RATE. 3.89 (MINUTES/INCH.) PERCHOLE DIAMETER: 6' 20 U TEST RUN BETWEEN: 5.0 FT. AND 5.5 FT. COMMENTS: 00mm�mm PERFORMED BY: JEREMY HIGH -GARY PAULUS, I DEE HIGH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 4/30/01 PERFORMED BY: JEREMY HIGH -GARY PAULUS, I DEE HIGH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 4/30/01 I iii1.1111111111 11111I��pii I I I I 1111111111I 1111111111 111 511 11, IN 1 01 15;0 Development Services Department On -Site Water &Wastewater Section Certificate of On -Site Systems Approval Parcel I.D. 041--032-10 1. GENERAL INFORMATION Complete legal description Location (site address) Phone: 907-343-7904 Fax: 907-343-7997 Expiration Date: 2 Z 0 —Z .0 Hillside North Addn #9, Lot 7 9701 Haven Circle Current property owner(s) Harry Haywood Day phone 907-242-3335 Mailing address Real estate agent 9701 Haven Circle, Anchorage, AK 99507 2. TYPE OF DWELLING: W Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ® Private Septic Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Waiver request for: Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. Date: COSA Fee $ �/2.50 Cw119 Waiver Fee $ Date of Payment 1aL� (� /,2 02 0 Date of Payment Receipt Number 5 93'7.2 Receipt Number COSA# 0SG20/50� Waiver# Distance: 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm Crewdson Engineering LLC Phone 907-280-9493 Address 18368 Amonson Rd, Chugiak, AK 99567 Engineer's Printed Name James Crewdson Date 10-20-2020 OF A4 `� 9 TI 6. DSD SIGNATURE System #1 Approved for A -bedrooms James A. Crewdson. j i 011527 / System #2 Approved for bedrooms (` � it;IV.- Disapproved Conditional approval for bedrooms, with the following stipulations: Original Certificate Date: The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory. Other COSA Checklist blue sheet • Legal Description: Hillside North Addition #9, Lot 7 Parcel ID: 041-032-10 If more than 1 septic system on lot: COSA Checklist # of A. WELL DATA ® Well log is filed with Onsite (or attached) Date drilled 11-5-2004 Total depth 104 ft Cased to 98 ft KI Sanitary seal is functioning correctly ® Wires are properly protected Casing height (above ground) 24 in. Date of flow test for COSA 10-14-2020 Static water level at beginning of test 65 Comments B. TANK DATA ft. Age of tank(s) 15 years Tank type/material Steel Measured operating fluid level in septic tank 49" M Standpipes/foundation cleanout per record drawing Date of pumping 10-6-2020 D. ABSORPTION FIELD DATA Structure served by this system Well production at time of test 5+ gpm Water storage tank volume 0 gallons Well disinfected for coliform test? ❑ Yes [Z No ® Coliform bacteria is Negative Nitrate 1.82 mg/L E]Nitrate less than MRL (ND) Arsenic ug/L ® Arsenic less than MRL (ND) Collected by Crewdson Engineering Date of Sample 10-14-2020 C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Which system tested (date installed) 5-20-2005 Adequacy test date 10-14-2020 ® ALL standpipes present per record drawing Results O Pass For 4 bedrooms Total measured depth from grade 13.4 ft (max) Fluid depth prior to test 19 in Measured depth to pipe invert from grade 6.9 ft (min) Water added 600+gal ❑ N/A — pressurized field New depth 26 in ® Monitor tubes go to bottom of effective. If not, state Elapsed time 180 min depth into effective ® Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Comments/Deficiencies: COSA Checklist yellow sheet Final fluid depth 20 in Absorption rate 600+gpd Any rejuvenation treatment (past 12 months) No If yes, enter date E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ® Yes if No Community Sewer Manhole/Cleanout > 100' ® Yes if No ft [R] Yes if No ft Neighboring Tank > 100' ® Yes if No ft Private Sewer/Septic Line > 25'X] Yes if No ft Absorption Field on Lot > 100' ® Yes if No ft Holding Tank > 100' ® Yes if No ft Neighboring Absorption Fields > 100' if No ft Animal Containment > 50' ® Yes if No ft ® Yes if No ft ft If septic tank is under driveway comment below Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ® Yes if No ft ® Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No ft Surface Water > 100' ® Yes if No ft Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: ® Yes Absorption Field > 5' Yes if No ft Private Wells > 100' ® Yes if No ft Water Main > 10' ® Yes if No ft Community Wells > 200' ® Yes if No ft Water Service Line > 10' ® Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ® Yes if No ft If absorption field is under driveway comment below Property Line > 10' ® Yes if No ft Wells on Adjacent Lots: Water Main > 10' ® Yes if No ft Private Wells > 100' Pg Yes if No ft Water Service Line > 10' ® Yes if No ft Community Wells > 200' ® Yes if No ft Surface Water > 100' ® Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION l certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. COSA Checklist yellow sheet OF ...... 1 .� . s 1 C,2 9TH * e lr ames A. Crewdson ��cPG1 C011527 u �'Vi EcIdund, Timothy J From: James Crewdson <Cellc.1 @outlook.com> Sent: Friday, November 20, 2020 8:18 AM To: Ecklund, Timothy J Subject: Hillside North Addition 9 L7 Monitoring Tube Tim, The surveyor's asbuilt incorrectly calls out one of the septic standpipes in the drainfield as a "monitoring well" and shows it using the same "well" symbol used for the private water well. I would like to have the asbuilt revised prior to scanning it into the electronic filing system and will be working to get that done in a timely fashion. Thanks Jay James "Jay" Crewdson, P.E. Crewdson Engineering LLC Denali Environmental Supply PO Box 671389 18368 Amonson Rd. 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