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Home My WebLink AboutHILLSIDE NORTH #8 BLK 5 LT 4Hillsid No th Block 5 Lot 4 #041-033-19 Musficilmlity of A.chorage Developnlent Services Deparlment 13.iklh,g Salet]~ Division On-$ile Waler and Wnslewater P~ogram, 41~ S. Orngaw P.O. box 196650 Anchmage. AK 99519-6650 ~.cl.andlomge.ak.us (907) 343-7904 Page 1 of 6 ON*SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW000397 PIDNumber: 041-033-19 Doug Lull-eh Wastewater System: [] New [] Upgrade 4001 Laurel Street ABSORPTION FIELD LEGAL DESCRIPTION 1 . 2 o,o~n' 1 2 · 2 ,. 5 4 llillstde North Adh ~8 5.6 r,. 6.4 r, 0.2 +/- rc 50 Well: ~ New ~ Upgrade ~"~": 3 ' ,,. II N/A rt Private 07 n. 60 - 640 r,' ASTM D3~34 Alpine Drilling~ 8-2-01 55 r~ Groellewe~ Consfr. 12 Gr. Not set r,. 2 rt 175' s.,~*w,,. > 100 La t~. 150 ' 199 ' N/A N/A .< Steel ) 100 N/A N/A 7 LIFT STATION 129 ' N/A N/A c;,d > 10 ' N/A N/A ~ c,,,~,~, N/A N/A N/A N/A llouse not constructed at BENCHMARK the time o£ survey. Top of Well Casing c~..,~ G~ 125 0 1268.6C)'t InspeclionspeH'ormedby: Gary Paulus Dates: 1" 8-6-01 2"a 8-7-01 DevelopmeLlt Services Department Approval Reviewed and app,oved by~,~C Dale: ~/']JO~ · Permlt No. SWOOO3g7 Munl¢Ipallty af Anchorage Deportmen! of Health and Human Ser~lces ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, AK 99519-6650 'Tel: ,34.3-4744 Well & On-Site Wastewater Disposal System Legal Deecripllon: LOT 4 BLOCK 5 HILLSIDE NORTH ADDN. 1~8 Page 2 of 6.. , W.O. 20447 Date 8/27/01 PID No. 041-033-19 Perml! No. ~WOC)03§7 Idunlclpallty of Anchorage Departmen! of Health and Human Services ENVIRONMENTAl SERVICES DIVISION P.O. Box 196650· Anchorage, AK 99519-6650 * Tel: 345-4744 Well &: On-Site Wastewater Disposal System Legal Description: LOT 4 BLOCK 5 HILLSIDE NORTH ADDN. #8 PID No. Page 3 of 6 W.O. 20447 Date 8/27/01 041-0~$-1g WELL AS IBU--'"'"'"~ I I I LOT 4 7.85 AC. I X Y D~SCRIP TION A 165.0 32~! rOUND. C.O. B 178.,1 ,117.0 INLET C.O. C 184.5 313,3 OUII.ET C.O. O 1g§.I 30~.6 N OPP. ir 196.5 305.4 S. OPp. C.O. F Igg.6 302.8 W. FLD. C.G. 0 210.4 265.6 M.T. H 210.2 2,57.6 F... FLD C.O. / X.- CENTER OF' W~LL CASING Y,- S.E. PROPERTY CORtlER / .BLOCK 5 OUNDATION CLEANOUT - ~ ~ RECORD DRAWING Permit Municipality of Anchorage Department of llealth and Iluman Services ENVIRONMENTAL SERVICES DIVISION P.O. Box 19(}650 * Anchorage, ~ 99519-6650' Tel: 343-4744 Page. 4 of..6 W.O. 20447 Date 8/27/01 Proposed Well & On-Site WasLewaLer Disposal System Legal Description: LOT 4 BLOCK § IIH.I-qlDE NORTII ADDN. PID No. 041-033-19 ORGANICS. ROOTS, TOP SOIL SANDY SILTY GRAVEL 12.0' ~-FINISH GRADE /~-OR,G,NAL GROU.D -TRENCH BACKFILL f--GEOTEXTIL£ FABRIC ~-----(~-----~--4" PERFORATED PIPE · TO SEASONAL HIGH WATER LEVEL ROCK PER SPECIFICATIONS RECORD DRAWING ,*o n*rl.;:/. B.O.T. .o.~ .~......× ,..__, ~~Vxx'~'~/ 0 BEDROCK OR IMPERMEABLE LAYER · SWOOOSg7 Permit no. Municipality of Anchorage Department of Ilealth and tluman Services ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 * Anchorage, ~J( 9951V-6650' Tel: 343-4744 Proposed Well & On-Site Wastewater Disposal System Legal Description: lilLE.SIDE NORTH ADDN. t~8 BI, I( 5 LT 4 PID No. 041-033-19 Page .,~ of 6 w.o. 20447 Oate 8/2t/0! 10' 10' 15'.0. 50.0' *TBIJ-TOP OF WELL /LEV.= 1268.60 OF IRENCH PROFILE SCALE: NTS RECORD DRAWING Perm!! Ho.Swoo0397 'Dill CONSULTING ENGINEERS Legal Description: LOT 4 BLOCK 5 H:I[.I-qIDE NORTII ADDN, ~8 NOTES: Page 6 of 6_.~ W,O, 20447 Date 8/27/01 1 ALL CONSTRUCTION COMPLETED IN ACCORDANCE W~Ttt ClIAPTER 15.65. WASTEWAT£R DISPOSAL REGULATIONS OF Tile MUNICIPAL CODE, AND MOA STANDARD SPECIFICATIONS FOR SIR£ETS, DRAINAGE, UTILITIES AND PARKS (MASS) lg94 AS CURRENTLY AMENDED, AND ALL APPLICABLE STATE AND FEDERAL REGULATIONS. 2 INSTALLED NEW 1250 GAL. BALLON 2-COMPARTMENT, STEEL SEPTIC TANK. SET TANK LEVEL ALL PIPE IS PVC CONFORMING TO ASTM D3034. ALL JOINTS ARE SEALED WITH APPROVED CLUE. CLEANOUTS WERE INSTALLED AT Tile END(S) OF TtlE TRENCN(S). 4" MONITORING TUBE INSTALLED AT TNE END OF TIlE TRENCtI. 4 SOIL COVER IS A MINIMUM OF 4 FEET OVER TIlE PIPE AND A MAXIMUM 6 FEET OVER Tile SEPTIC TANK. 5 APPROVED CEOTEX'IILE FABRIC INSTALLED BETWEEN TIlE SEWER ROCK AND THE BACKFILL 447CCC4D ~-= ~ : Il_PilE 1~ILLII, I] FR~ lO. : 9gT ~t5 ~ f~g. 27 2901 I~;:,:>~.q"l Pt Municipality of Anchorage Oepartmen! of Health and Human Services 625 'L' 8~ p.o. I~xx lge~50 ~., A~ 99519.6~50 Pcm~lt Number: #SW ~0_.,~. Date of lssu~ 9-~-00 Parcel IdentfflcalJoe Numl~r:. 041-033-19 [] cable tool Sta6e water level (~,:,~a gm,m,'{ L-v~: ~Lfc~t Famp~g hv~ 207 ~ ~ We~ %nhke O~lag Ty~: ~s~ s~ ,..f~ s~ f~ ~ p~ S~ ,, f~ S~ ~ ~mut ~ ~e~lfe ~ 8 V~: 1 ~g Well D~nf~ U~n ~i~? ~ Y~ ~ No M~h~ ofDb~: ~ Tarts ~omm~: Well ~ ~ ~ & ~s PO~lf~ A~ AK ~5~ f MUNICIPALITY OF ANCHORAGE Department of Health and Human Sen/ices On-Site Sen/ices Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Sep 26, 2000 Expiration Date: Sep 26, 2001 Permit Number: SW000397 Legal Description: HILLSIDE NORTH #8 BLK 5 LT 4 Design Engineer: 0060 DHI Engineering Owner Name: DOUG LUITEN Owner Address: 4001 LAUREL STREET ANCHORAGE , AK 99508- Parcel ID: 041-033-19 Site Address: Lot Size: 341946 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of; [] Disposal Field [] SepticTank [] Holding Tank [] Privy [] Private Well [] Water Storage A~I construction must be in accordance with: 1. The attached approved design. 2. A~I requirements specified in Anchorage Municipal Code Chapters 15,55 and 15.65 and the State of AJaska 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 (907) 343-4744 ( 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, IssuedBy: /'/C,f,,,t,,t~ ~"J/' ~ --~ Date: /'D ~'/O ~' Date: PeYmi! No. On-Site Legal Description: Munlclpallty of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650* Anchorage, AK 99519-6650* Tel: 345-4744 Waste water Disposal System/Well LOT 4 BLOCK 5 HILLSIDE NORTH ADDN. ~8 Page 6 of 6 W.O. 20447 Date 8/14/00 Inspection Report SITE NARRATIVE Lot 4 Block 5, Hlllslde North Subdivision, Addition 1~8, Is a 7.85 Ac. Iai. A 4 bedroom house wllh private well and septic system is belng built on the property. These systems set well wlthln the properly lines such thai the well and proposed septic system will not Impact any adjacent properties. There are no wells wlthln 200' of the proposed well. SEPTIC SYSTEMS: There are no septlc systems wlthln 200' of the proposed system. DRAINAGE: There Is a hlgh ridge which runs north to south through the middle of the lot. There Is adequate dralnage away from the proposed well & septic sysferns In both the east & west directions. There Is a shallow dralnage swale whlch runs from north lo south along the east property llne. The well & septic systems set well beyond the 100' set back boundary of the easement. I Permlt No. DttI CONSOLATION ENGINEERS 800 E. DI~IOND BULV.. STE. 3-545 ANCHORAGE, ALkSRA 99515 Well & On-SiLe WasLewsLer Dispossl Lega~ Description: LOT 4 BLOCK 5 ]HI.Lq]DE NORTH ADDN. ~§ Page 1 of. 6 W.O. 20447 Date .9/14/00 System PID No. SYSTEM DESIGN CALCULATIONS 1. NO. BEDROOMS = 4 2. USE DEEP TRENCH SYSTEM 3. ABSORBTION AREA = (# BEDROOMS)(150 GPD/BR) TRENCH APPLICATION RATE = (4)(450)= 500 s~- 1.2' 4. TRENCH AREA = 2(DEPTH OF GRAVEL)(LENGTH) = 500 SF If GRAVEL DEPTH = 6' THEN LENGTH OF TRENCH = 41.7' USE 42' PERCOLATION RATE MIN/~NCH 0-1 1-5 6-15. 16-30 31-60 GREATER THAN 60 FILTER LAYER PIT & TRENCH MOUND & BED APPLICATION RATE APPLICATION RATE CPO/SF GPD/SF NOT SUITABLE NOT SUITABLE 1.2 I 0.8 0.8 0.5 0.6 0.4 0.45 0.3 NOT SUITABLE NOT SUITABLE 1.0 .7 Permit No. Municipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P,O. Box lg6650 Anchorage. AK gg51g-6650 *Tel: 545-4744 Well & On-Site Wastewater Disposal System Legal Descrlptlon: LOT 4 BLOCK 5 HILLSIDE NORTH ADDN. 1~8 Page 2 of 6 W.O. 20447 Date 8/51/00 PID No. ~c) LOT 5 ~ ,._../ ,lO0'~' DRAINAGE i ! 'EASEMENT SET BAC I SEPTIC _-I1-1 SYST[M i/ /; / ./' / 447CCC2D Pi~rmlt No. Uunlclpallty of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650* Anchorage, AK 99519-6650 *Tel: 545-4744 Well & On-Site Wastewafer Disposal System Legal Description: LOT 4 BLOCK 5 HILLSIDE NORTH ADDN. ~8 Page 3 of 6 W.O. 20447 Date 9/13/00 PID No. · CLEAN OUT t / ,. I , / / / J[ / J ~ [ LOCA~ON [ : ~ / / ./ EASEMENT SE~/BACK~ ~ J z .,.' / / ~ (~OT ~S~a~[D) /Z ~ ~ f / / / ~ "CLEANOUT I / OPPOSING / ~ j ,' : I ! ! / SCALE: 1 - 4~7CCC3D Proposed Well & On-Sit. e Legal Description: LOT 4 BLOCK 5 HIT.LqlDE NORTII ADDN. Municipality of Anchorage Department of Health and Human Services ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 * Anchorage, AK 99519-6650' Tel: 343-4744 ~rasLewaLer Disposal SysLem PID No. rage eoT u W.O, 20447 Date 9/13/00 ~.-?fl ORGANICS. ROOTS, ", "TOP SOIL :.~- ,:..~: ;':;~.~' SANDY SILTY GRAVEL ;,..,,...;. ~;.,,...: ..4- ,:Lz.. ' 12.o' ~ .~... ,~ ,'~.,- ,~.~,. ~.'.~. · yORIGINA~ GROUND j-TRENCH BACKFILL .... _,~.-~ G~OTEXTILE FABRIC ~'- (~ ~ 4 PERFORATED PIPE ROCK SPECIFICATIONS · TO SEASONAL HIGH WATER LEVEL 4"t?CCC50 Permit No. Legal Description: DHI CONSULTING ENGINEERS LOT 4 BLOCK 5 HIT.T-~IDE NORTH ADDN. ~8 NOTES: Page 5 of 6 W.O. 20447 Date 9/14/00 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 CURRENTI.Y AMENDED. AND ALL APPUCABLE STATE AND FEDERAL REGULATIONS. 2 CONTRACTOR TO INSTALL NEW 1250 GAL. GALLON 2-COMPARTMENT, STEEL SEPTIC TANK. SET TANK LEVEL SITE TOPOGRAPHIC SURVEY PER CONTOUR MAP PREPARED FOR CREMO. EXISTING STRUCTURES, WELLS, SEPTIC SYSTEMS OBSERVED WITHIN 200 FT. OF THE PROPOSED SYSTEM SITE ARE SHOWN ON DESIGN DRAWINGS. ANY DEVIATION FROM 1HE DESION MUST BE AUTHORIZED BY THE ENGINEER PRIOR TO ITS INCORPORATION INTO THE SYSTEM. CONTRACTOR TO STAKE PROPOSED SYSTEM & NOTIFY THE ENGINEER OF ANY OBSERVED CONFUCTS 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. 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. 8 CONTRACTOR SHALL DEUVER 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 VISIT. INVERTS AND SWlNG TIE LOCATES SHALL BE TO THE NEAREST TENTH 0~' A FOOT. THESE AS-BUILIS SHALL BE USED BY THE ENGINEER TO PREPARE AND SUBMIT RECORD DRAWINGS TO DHHS. 9 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 PREPARE ~HE DESIGN. BOTTOM OF TRENCH EXCAVATION SHALL BE LEVEL. SIDEWALLS SHALL BE SCARIFIED, RECORD ELEVATIONS AT BEGINNING. MIDDLE, AND END OF TRENCH BOTTOM. PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. O0 NOT CONTAMINATE SEWER ROCK. LEVEL ROCK SURFACE TO :t: 0.1' PRIOR TO INSTALUNG THE PERFORATED PIPE. 12 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. COVER THE DISTRIBUTION PIPE WITH MIN 2* SEWER ROCK. BEFORE PLACING INSULATION AND/OR GEOTEXTILE0 FILL, AND TOPSOIL. 14 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 POLYS151~ENE, DOW HI-C5 OR ENGINEER-APPROVED EQUAL. CENTER BOARD W1DTH OVER PIPE. 15 AN APPROVED GEOTEXTILE FABRIC SHALL BE INSTALLED BETWEEN THE SEWER ROCK AND THE BACKFILl- 16 MATERIAL USED AS FILL SHALL BE CLEAN AND FREE Or ORGANICS, TRASH AND CONSTRUCTION DEBRIS. 17 SLOPE ALL FILL MATERIAL AND TOPSOIL TO DRAIN AT 2~ MIN. SLOPE, AND IN SUCH A MANNER 'I~IAT PONDING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT 6' HIGHER THAN SHOWN TO ALLOW FOR SETI1.EMENT. THE TOP 4' OF COVER SHALL BE TOPSOIL. SEED SURFACE AFTER COMPLE11NG INSTALLATION AS PER MUNICIPAL SPECS. 18 CONTRACTOR TO BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF CONTAMINA1ED MATERIAL FROM THE EXISTING TRENCHES. IF ENCOUNTERED. 447CCC4D DEPARTMENT OF HEALIH ~ HUMAN SERVlC[S SOILS LOG-PERCOLATION TEST TE~T HOLE 1 PERFORMED FOR: DOUG LUITEN DATE PERFORMED: 9/011/00 LEGAL DESCRIPtIoN:LOT 4 BLOCK § HILLSIDE NORTH ADDN. //8 0.5' OROANICS SANDY SILTY GRAVEL B.O.% SLOPE SITE PLAN WAS GROUND WATER S ENCOUNTERED ? NO L 0 IF YES, AT WHAT p DEPTH ? E DEPTH OF WATER AFTER MONITORING ? NONE DATE: I 2 0~1~ &17 9/18/oo 19 ' PERCOLATION RATE: 1,4o (MINUTES/INCH.)PERCHOLE DIAMETER; 20 TEST RUN BETWEEN: 4' FT. AND 4.5' FT. L~ PERFORMED BY: DEE HIGH , ~-~ ~R~ ~AT ~IS ~ST WAS PERFORMED IN ACCORDANCE 447CATAD A~ STA~ AND MUNI~PAL ~IDEUNES IN EFFE~ ~IS DA~. DA~. 9/18/00 0