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Home My WebLink AboutSEAVIEW HEIGHTS BLK 1 TR 4r r`' Municipality of Anchorage Page i of 3 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ey/ g s o 0,7 q PID Number: 0 11 a9—gl — O 9 Name: h�U I— NI, o Wastewater System: ❑ New Upgrade Address: ABSORPTION FIELD Phone: No. of Be r oms: tc1 Deep Trench ❑ Shallow Trench ❑ Bed El Mound ❑ Other LEGAL DESCRIPTION Soil Rating: /e, Total Depth from original grade: 2 GPD/Sq. Ft. Lot: Block: Subdivision: Depth to pipe bottom from orig�innaall grade: Gravel depth beneath pipe ,r� Township: Range: Section: Fill added above original grade Gravel length: Ft. _ Ft. WELL: ❑New ❑Upgrade Gravel width: Number of lines: Distance between lines: I Ft. Ft. Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: Ft. Ft. G `J Ca SQ. Ft. rtrd 10 Driller: Date Drilled: Static Water Level: Installer:I Date installed, % Fl. 6Gt , Pk %( %.Sr Yield: Pump Set at: I Casing Height Above Ground: TANK GPM Fl. Ft. SEPARATION DISTANCES Xseptic ❑Holding ❑S.T.E.P. To Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines (_/r/N 1 y/ G L Well �2D �� Material: S Number of Compartments Surface Water �� LIFT STATION Lot&20��. Size in gallons: Manufacturer: Line Foundation /)_0 l 7S 9 0 "Pump on" level at: "Pump off' level at: High water alarm at: Curtain N �/ Pump Make &Model Electrical Inspections performed by: Drain Remarks: BENCH MARK DL n / /2 h ) Location and Description: 4i( / � S'I EQ 01L Assumed Elevation: l"Ey e+ � Ft. _ ENGINEER'S SEAL �S 771? ' Inspections performed by: Dates: 1st 2nd Department of Health and Human approval %Services Reviewed and approved by: i%%%�'� Date: —2/" �5— 72-019 (Rev. 9/91) MOA 25 I I I r 50 FL LONG 12 FT. DEEP 5 FT. OF SEVIER ROCK 1250 GAL STEEL TANK 00 181 FT I � � I \ � I I o , 49th .. .,�. ..i. ... . TO BEN •SPURK L,• 4 C e '% No. CE -2225 .off l� I I I I 250 50 75 100 125 50 I SCALE- I u = 50 FT I I TRACT 4 I , 1 TRAC T 3 tea, 185 FT I 121 FTI - BM)EE WOR .%%% A5TION 100.00 ET.'.' 4'I 4 '{ —= ---------------------- 4 4 1 � I � � I I Well ,I I fOBBEN SPURKLAND P.E. TRACT Q BLOCK I SLAVIETY HEIGHTS SEPTIC SYSTEM AS UILT 203 W 15TH. AVENUE DATE: JULY 9, 1995 ANCH. AK. 99501 6006 W DIMOND —,808 PAULSON SHEET: 2/3 GRID 2323 .��aaarr�rl� ..... Foundation Clean out •••.. ................ •.,S/T0000 `��P.• 00 c 49th �.....:. ............................ . 0 0....... r..... . .. ............ ...0 T❑ EN SPURKLAND �.� f�j..• No. CE-2225�•'�_� _ 1P50 gal Septic tank 000�FF�'.................. `moi ANCHORAGE TANK OOO�ROFESS �o Double Cle n Outs ss �'jl �- Monitor Clean Ouj� Clean Out PRIMARY TRENCH 2 P' Wlde 55' L ong 12' Deep 5' Sewer rock 7' Co ver Cleanouts Monitor 4' Topsoil 7' Cover 971 _ -- I I I I -III -I I I -1 _ - I I I I 11-I 11 I 11 I I -I I I _ _ -- _ 11-- I I I -III I I I I MLrafl 140 LLI 710 �>S 5 Pt of Septic Rock 1250 gal, septic tank NO SCALE 70 BOTTOM TESTHOLE BENCH MARK: GARAGE FLOOR ASSUMED ELEVATION: 100.00 FT TOBBF-N SPURKLAND P.E. TRAC'L 4 BLOC'/ 1 CiAA S/ AlT l SEPTIC SYSTEM AS BUILT 203 W15th Ave W 6006 DIMOND BLVD. DATE JULY 9 1995 Anchora e Ak 99501 - 9 BOB PAUL ON SHEET: 313 GRID: 2323 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW950079 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:PAULSON ROBERT A & MARJORIE S OWNER ADDRESS:6006 W DIMOND BLVD ANCHORAGE, AK PARCEL ID:01129109 LEGAL DESCRIPTION: SEAVIEW HEIGHTS BLK 1 TR 4 LOT SIZE: 93087 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED: 5/17/95 EXPIRATION DATE: 5/17/96 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL er, ^"'^ RECEIVED B ISSUED BY: Lm Q(n buJ) "�s be -1- a� i DATE: DATE: 6 - 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN TRACT 4 BLOCK 1 SEAVIEW HEIGHTS S/D BOB PAULSON No Ground Water or Impervious Layer to 16 ft. Use Standard Trench Soil Rating. From test 5/2/95 < 1 min/in = See Sieve Analysis Use 1.2 gal per sq.ft/day No. of Bedrooms 4 Required Area per Bedroom: 150/ 1.2 = 125 sq.ft..),,) Total area required: 4 x 125 = 500 sq. ft. Finish Floor Elevation 160 Ground Elevation at Absorption Field 140 Testhole Total Depth 17 Less 7 Unsuitable 10 Rock Depth 5 rw oC Length of Trench 500 / 10 = 50 [FT.] r�r rn SYSTEM CONFIGURATION 5 m STANDARD TRENCH rn « a TOTAL LENGTH 50 FT. TOTAL WIDTH 2 FT. m r1 TOTAL DEPTH 12 FT. � ROCK DEPTH 5 FT. COVER 7 FT. SEPTIC TANK 1250 GAL. The installation of this septic system will not prevent wells from be installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. Pg. l Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST (ENGINEER'S SEAL) < A - PERFORMED FOR: �Ok'1��'- ` A _tl DATE PERFORMED: 10 LEGAL DESCRIPTION:,wnship, WAS GROUND WATER Range, Section: ENCOUNTERED? � 11 SLOPE SITE PLAN T 1 has S�IJ- 2 3 4 5 6 7 I -t t-'— -- - - - -- 8 9 14 el L 15 G 16- 17 6 17 � I 1 � 18 c� o 19 co COMMENTS Reading Date Gross Net Depth to Net Time Time Water Drop CL C- t t ,, [L&—(d9 VLJ 4i PERCOLATION RATE —<--I (minutes/inch) PERC HOLE DIAMETER /d 1 T�EST RUN BETWEEN � FT AND FT PERFORMED BY: I I: S CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: _..J eu3. I �! �f 5- 72-008 (Rev. 4/85) v 10 WAS GROUND WATER ENCOUNTERED? � 11 d IF YES, AT WHAT DEPTH? 12 ry Depth to Water Alter 13 Monitoring? Date: 14 el L 15 G 16- 17 6 17 � I 1 � 18 c� o 19 co COMMENTS Reading Date Gross Net Depth to Net Time Time Water Drop CL C- t t ,, [L&—(d9 VLJ 4i PERCOLATION RATE —<--I (minutes/inch) PERC HOLE DIAMETER /d 1 T�EST RUN BETWEEN � FT AND FT PERFORMED BY: I I: S CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: _..J eu3. I �! �f 5- 72-008 (Rev. 4/85) l� ACT I PROF � . �r} 1 - - 49th 0 10. ................ r ........... .� n T DEN SPURKLAND Cts'•,• NO. CE -2225 �,� tir WTI] PROPOSP1 50 100 150 200 P50 300 SCAL F: 1 " = 100 FT, II - I TOBBEN SPURKLAND P.E. I I TRACT Q BLOCK I SEAVIETV HEIGITIS I I SEPTIC SYSTEM DESIGN I 203 W 15TH. AVENUE DATE: MAY 3, 1995 ANCH. AK. 99501 6006 W BOB PAULSON ULSON SHEET: 1/3 GRID: 2323 I I N I I I SECONDARY TRENCH I I I PRIMARY TRENCH I - W J25 0 t 50 75 100 125 50 r-(�-Testhole scALL-; 1 ° 50 FT, I LEVE I I 50 FL LONG 12 FT. DEEP EXIST. CRIB I JRANDONL 5 FT. OF SEWER ROC X TRACT 4 \ I TRACT 3 EXIST. TAN REPLACE IF REOUIRED 14 4 \ \ \: : : 4 1 \ \ \ \ \ \ I . \ \ \ \ \ \ ..I . \ \ Wel \ \ �•sr�� ` .. #I \ A. o ♦ ` ` 49th 1 \ \ \ 0.... ........ .... TO B N SPURK� •: �u_I \ \ •Ic��,'•. No. cE-2225 ti, \ \ jf�Flj p ................. •. I fOBBEN SPURKLAND P.E. TRACT 4 BLOCK I SL'AVIETr HEIGHTS SEPTIC SYSTEM DESI N 203 W 15TH. AVENUE DATE: MAY 3, 1995 ANCH. AK. 99501 6006 W. DIMOND ,,,, „,„ BOB PAULSON SHEET: 2/3 GRID 2323 O OF "" 0100 Foundation Clean out=w��P,..•"' •..S AV 0 X00 O 49th 7' %.I L•4�M.(..... ,.% 0%U' TUBB'SPURKLAND 'Q= No. CE -2225 .�bAV 1250 gal Septic tank AAIAAO,,%p"S,��• O Double C4 n Outs 50 O' Monitor Clean Out Clean Out PRIMARY TRENCH 2 7 2' Wide 50' L ong 12' Deep 10 5' Sewer rock 7' Co Ver O Monitor Clean Out Clean Oul RCPLACFMFNT TRENCH NO SCALE 2 Cleanouts Monitor 4" Topsoil 7' Cover Exist. Ground �4' Min Co ver - _ - over Tank II -III -II I I II Hf II T T II -11 II II II-III- I I - Miroli 140 5 Ft o f Sep tic Rock -- 1250 gal, septic tank NO SCAL E —TUBBEN SPURKLAND P.E. rRACT 4 BOOCK I CAMPBELL POINT SEPTIC sYsrEM DESIGN 203 W15th Ave 6006 W, DIMOND BLVD, DATE: MAY 6, 1995 Anchorage Ak 99501 BOB PAULSON SHEET: 313 GRID: 2,323