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Home My WebLink AboutSIEFKER #3 LT 7C5i fker Lot 7C #015-281-34 Municipality of Anchorage Page ! of 3 Department of Health and Human Services Division of Environmental Services On-Site Sewices Section 825'L' Street Room 502 P.O. Box 196650 Anchorage, AK 99519-6650 www.cLanchorage.ak.us (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW010266 PID Number: 015-281-34 .~e: Wastewater System: New Henry E. and Nancy Carter 12200 Jerome St. Anchorage~ AK 995~6 ABSORPTION FIELD ~,,: ~.,,~, ~ s.~..~:Deep Trench 345-3299 Three (3) LEGAL DESCRIPTION 1.0 7C Siefker No. 3 6 0 Well: Existing 3 Ft. Private F,. n. 528 Fe ASTM D3034 PVC .. Acreage Systems 8/13/01 SEPARATION DISTANCES E] septic n Holding n S.T.E.P. n Other. Septic Absorption Uft Holding >ublk~vate Tank Field Station Tank SeweH.Jne Anchorage Tank 1,000 w~. >100' >100' N/A N/A >25' Steel Two (2) ~.w,, >100' >100' N/A N/A ~ / LIFT STATION - NONE ON LOT ~u. >5' >10' N/A N/A > 5' > 1 0' N /A N /A c~o... INone Noted e~F"~'a~ '~"'~: BENCH MARK 2" Insulation Over Septic Tank and Line From House. Back Door Concrete Stoop Eogineef's S~t~. m p ,, Inspection~ performed by: MEA Date~: 1'~ 8/13/01 Department of~-le, alth an6HumarI.Sprvices approval. oZ. -, Reviewed and approved by: Date: Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK 99519-6650 - :343-7904 On-Site Wastewater Disposal System or Well Inspection Report Permit Number SW010266 PID No. 015-281-34 Page 2 of 3 · VACANT A B S1 88.1 90.8 S2 94.7 97.4 C4 109.3 ~ 117.0 M1 I 111.1 106.4 C5 111.0 106.4 ~r~:... .."¢%~ PLAN AS-BUILT SCALE 1" = 40' ../' JEROME VACANT Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK 99519-6650 - 343-7904 On-Site Wastewater Disposal System or Well Inspection Report Permit Number SW010266 PID No. 015-281-34 Page 3 of 3 ,o/ . 96.0 n ' nm 86' o° '.93.8 " Geo~.ext.:i.].e ~'abrJ~c ...?s.~ ' .44°· PROFILE AS-BUILT 1" = 10' ~88.3 81,9 MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & 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: Jul 25, 2001 Expiration Date: Jul 25, 2002 Permit Number: SW010266 Legal Description: SIEFKER #3 LT 7C Design Engineer: 0014 Anderson Engineering Owner Name: Henry E. & Nancy Carter Owner Address: 12200 JEROME STREET ANCHORAGE, AK 99516-2144 Parcel ID: 015-.281-34 Site Address: 012200 JEROME ST Lot Size: 49540 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage Ail 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 same day. B. Covered, sealed, and heated to prevent freezing. Date: ~-j~, ~ ~; ~...) [ Date: 2 _.~ jt .- ~/ 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. 015-28t.34 Permit Number SW Property owner(s) Henr~ E. and Nancy E. Carter Mailing address (1) t2200 Jerome Street Anchora.qe, AK 99516 Mailing address (2) Legal description (Lot, Block & Sub'd.) Lot 7C, Sieflxer Subdivision No. 3 Legal description (Section, Township & Range) Lot Size 49,540 SF Acres/Sq. Ft. THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Day phone 345-3299 Zip Code Number of Bedrooms Three Well Only Water Storage [] Jacuzzi [-'] [] Water Softening Unit [] I certify that the above information is correct. I further cedify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: Date of Payment: Receipt Number: (Rev. 12/00) Waiver Fees: Date of Payment: Receipt Number: ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 522-6779 (FAX) MEMORANDUM DATE: TO: FROM: SUBJECT: July 24, 2001 Dan Roth Mike Anderson, P.E. ~-~,..-' Lot 7C, Siefker Subdivision No. 3 Septic System Design and Permit Application I have reviewed your comments and revised the septic system design for the subject lot accordingly. The lot is basically flat, but drainage arrows have been added to the drawing showing 0% grade in all directions. In addition, the distance to the well on the property west of this lot is shown as 120' from the property line. The lots on the north and south of this lot are vacant and a note was placed on the Site Plan. The distance from the property lines to the absorption trench and the septic tank have been added to the drawing. Finally, the existing absorption system is currently located under the property owners lush lawn. He is unwilling to destroy the lawn to demolish the old cdb. We are therefore requesting the crib and absorption trench be abandoned in their current locations. The crib, which falls outside the 100' protective well radius could possibly be used in the future. The property owner has been notified of the dangers of the possible collapse of the old cdb. Please let me know if additional information is required before the construction permit can be issued. ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 522-6779 (FAX) July 12, 2001 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 7C, Siefker Subdivision No. 3 Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The existing septic system on Lot 7C, Siefker Subdivision has failed and must be replaced immediately. We are therefore applying for a permit to construct a new septic system on the lot to serve the three-bedroom home. The attached Site Plan and backup documentation identify the location and configuration of the new septic system and the parameters used in the design. Also identified on the plans are the location of the existing well along with the existing septic system and te.s,t holes. The exis!ing septic tank will be pumped, crushed and backfilled on site as it currently encroaches into the 100' protective radius of the existing well. The existing absorption system will be abandoned in place. Existing drainage patterns are shown and will not be altered by the development of the lot. Two test holes were placed near the location of the new absorption trench. These ho es nd cate a silty sand in the upper 8' and clean sand to 18'_ Percola. tion. te. sts in the silty sand were 30 minutes per inch and in the c ean sand ess than 1 m~nu[e per inch. We have therefore used an average applica, tion rate of 1.0 to .de. sign. the new absorption trench as 2' of the effective depth will be ~n the slower matena~ ana 4' in the better soil. No groundwater was found during placement of the test holes and none developed during the monitoring period. We are ther.e, fore proposing to place a deep absorption trench with 6' of gravel beneath the distribution pipe. The total depth of the trench will be approximately 12'. The distribution pipe will be placed at 6' below the ground surface. The ground surface on the lot slopes as shown on the attached Site Plan with shallow grades from west to east that flatten in the area of the proposed absorption trenches. The new absorption trench will be constructed on a fairly fiat surface as much as possible in conformance with Mun cipal requirements and parallel to grouna contours where possible. If the system is constructed in accordance with our design the following statements apply: Lot 7C, Siefker July 12, 2001 Page Two 2. 3. 4. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future· The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments 120' From Lot Line to Well NOTE: No Conflicts with or Septic Systems in he Area. VACANT SCOPE OF WORK: 1. Verify Foundation Cleanout. 2. Pump, Crush and Backfill Exi 3. Place New 1,000 Gallon Septi 4. Place 2 Post Tank Cleanouts. 5. Construct New 38' Long X 3' Depth Absorption Trench. Abandon Existing Absorptio~ 6. Regrade All Disturbed Areas. 7. RevegetateArea AsRequ[rec SITE PLAN 0% TH2 ~ (Status Unknown~--~/ ~ . 1 t Existtng~ ' Septic Tank'~ _. - ~ 'Three Bedroom sting Septic Tank. : Tank. Nide X 6' Effective System In Place. SCALE 1" = 40' JEROHE STREET VACANT ~th )tion Trench LOT 7C, SIEFKER SUBDIVISION DESIGN FACTORS: Three Bedroom Home Perc. Rate: LT 1 Min./Inch & 30 MinJInch Avg. Application Rate: 1.0 GPDISF SYSTEM REQUIREMENTS: Deep Trench System 1.000 Gallon Septic Tank 6' Drain Field Rock 3 Bedrooms X 150 GPD 11.0 GPDISF = 450 SF of Absorption Area 450 SFI12 SF/LF = 37.5 LF Trench Length Therefore: Construct an Absorption Trench 38' in Length by 3' Wide With 6' of Drainfleld Rock Beneath the Distribution Lateral. Distribution Lateral to Be Placed 6' Below Existing Ground, Total Depth of Trench to Be 12' from Existing Surface. Mound Over Trench if Necessary to Provide Minimum Cover of 3'. · 6 Application Rate 4I 1.2.ApplicattonJ.: Rate '.' NOTE: TYPICAL DEEP TRENCH SECTION (NO SCALE) ,~.~.?~ ~. -. ~ .:, ~ oL. L Grade Area Over Trench to Drain Away. Minimum 6' Sepa~tion From B~rock. Minimum 10' Sepa~tion From Lot Line. Minlmum 4' Separation From Groundwater. Minimum 100' Sepa~tion From Well. ~ ...........· ..... ,~ .--.~ '/. Main~in 50' Sepa~tion From Slope >25%. Municipality of Anchorage ~'~ .~.~,~~ Department of Health & Human Serwces ~., .,. ~C~AEL ~. ANDE~SCN · 825 L Street Anchorage, AK 99502-0650 ~.<. ,'. CE -4381 so Ls LoG. PERCOU T ON TEST '* D~te Pe~ormed: Pe~o~ed For: Hn~ L~I Desoripfion: Lol 70. SJe~er Subdivision ~LOPE 81TE P~N No~h 4 5 6 1 11 13 14 15 16 17 18 OGIOL SM Was Groundwater Encountered? If Yes, What Depth? Depth to Water After Monitoring SW Date: Clean Sand Bottom of Hole 21 See Site Plan South No S L O . None P 7112/01 E 1% - 2% Reading Date ~ross Net DepthTo Net Time Time Water Drop I 7/6/01 6:26 .75" 2 6:56 30 1.75" 1" 3 7:26 30 2.75" 1" 4 7:56 30 3.75' 1" Perc. Rate: 30 Min./Inch Perc. Hole Diameter: 8" Test Run Between 5 Ft. and 6 Ft. Comments: Testhole Presoaked Prior to Percolation Test. Performed By: Mike Anderson. I, J~ Certify That This Test Was Performed In Accordance With All State and Municipal Guidelines In Effect On This Date: 7117J01 Municipality of Anchorage · .~.._~ ~,~ of Health & Human Se~¢es Department 825 L Street, Anchorage, AK 99502-0650 so,Ls OG-.E"CO" T O" TEST Performed For: Harry Cadet Date Performed: Legal Description: Lot 7C. Sief'Ker Subdivision SLOPE SITE PLAN North 4 5 1 11 12 13 14 15 16 17 18 OGIOL SM Was Groundwater Encountered? If Yes, What Depth? Depth to Water After Monitoring SW Date: Clean Sand Bottom of Hole 21 South No None 7117J01 See Site Plan S L ~.,r 1%-2% O Reading Date, Gross Net Depth To Net rime Time Water Drop I 7/6/01 6:25 1.125" 2 6:30 5 Dry 6.5" 3 6:31 1" 4 6:36 5 Dry 6.625" 5 6:37 1" 6 6:42 5 Dry 6.625" Perc. Rate: <1 Min./Inch Perc. Hole Diameter: 8" Test Run Between 8 FL and 9 Ft. Comments: Testhole Presoaked Prior to Percolation Test. Performed By: Mike Anderson_ I, Michael E. Anderson Certify That This Test Was Performed In Accordance With All State and Municipal Guidelines In Effect On This Date: 7112/01 PHONE FROM WELL CAPACIiY _ . :_ GA .OqS INSIDE iEIqGIII ~ mi _v: Si{EPAGE Pi/: INSIDE Ys/ID ri 1 ~ t; , LENGrll / ::' DEP'FH r , _ _. IOIAL I FFECIIVE ABSORPTIQN AREA (WAll AR[A) h SC). FT. TOTAL LENGTk! ...... OF LINES :.,IN. TOTAL EFFECTIVE . DL{z"il: :;)P OF ?! E 10 FINISH GP~ADE .... I)EP'~II OF FILTER MAfERIAI BENEAIII JlLE IN, ABOVE T~LE - - - , ,' 1 2__'~ ' - I '' , ~ ' ' DISIANCE FROM J WATER ]'r'P ! ~ ~; i ~ ~,~: .: ~ _ , DEPI/I ~ , [}UILDIIqG FOUNDAI Ob. ~ SAMPLE ~ , N~A~ES~ LC L';E ~ , SE\'/Eii _INE Z~ ~ t:~ ]AIqK ' '' SYSIEM "; ' ' CESSPOOl SOURCES DIAGIIAM OF SYSI'EM .AB-HD-2 GREATEk 327 Eagle St. ANCHORAGE AREA ttEALTH DEPARTMENT Anchorage, Alaska 99501 .}ROUGH 279-2511 Case No. SEWAGE DISPOSAL SYSYEN~ - APPLICATION & PERMIT NAME OF APPLICANT RESIDENCE ADDRESS LEGAL DESCRIPTION APPLICATION TO INSTALL: SEPTIC TANK TO SERVE THE FOLLOWING FACILITY FINANCED THROUGH PERCOLATION TEST RESULTS BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT~O~- MAll. lNG ADDRESS PHONE NO. LOCATION OF INSTALLATION , SEEPAGE PIT , DRAIN FIELD__ , OTHER ANTICIPATED DATE OF COMPLETION ~ /(05 '× THIS IS TO SERVE AS /~'~' /~j~/~5/-~-¥'$ ,PERMITTOtNSTALLA AS DESCRIBED BELOW. SIZE OF UNIT TO BE SERVED . SEPTIC TANK SIZE '7~(~) TYPE SEEPAGE DISTANCES: 100/ F~ ~,~ Health Authority I certify that i am familiar with the requirements of Greater Anchorage Area Borough Ordh~ance No. 28-68 and that the above described system is in accol'dancy,/with said code. GREATER ANCHORAGE AREA BOROUGH HEALTH DEPARTMENT 327 EAGLE STREET ANCHORAGE, ALASKA 99501 CASE q 7 l0 Depth Feet Soi1 Chamact;eristics Location Sketch If Yes, At ~hat 'Depth ~s Time Net Time Depth To H20 Gmoss Net Dmop Prop >sed !nstal~i~Seepage Pit / Drain FJ. eld~ · ,' Depth qf lnle$~,¢,,d $~'~ ])ep~h ;~ BJttom Of Pit Or 'l'~ench ~ ~/~ ~, ' 'S' ' " ' ' ' " "~ ....... f~' Test Perforraed By:._~~ ..... GREAI~R ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA 279-8686 99507 DATE RECEIVED: /'/'..~=~ /_J_ INSPECT: TIME: REQUEST FOR APPROVAL OF INDIVI'DUAL SEWER AND WATER FACILITIES [:OR APPROVAL REQUESTED BY: 'r ~m~' ~' .~] ADDRESS: /iU ?' PHONE: 2, PROPERTY OWNER: //&, 3. LEGAL DESCRIPTION: 4. TYPE FACILITY TO BE INSPECTED: NUMBER OF BEDROOMS: WELL DATA: A. TYPE B. DEPTH C. D. /': SIZE CONSTRUCTION E. BACTERIAL ANALYSIS ~!-d~--X~1'~_'--"Z~'~-'~'my ,}/-Z.Zm" 7/ SEWAGE DISPOSAL SYSTEM: SEPTIC TANK (IF HOMEMADE, SHOW DIAGRAM ON BACK) 1. SIZE__ i . (,~:. //~r.i: ~2 AGE ,,,,f / 1' . ,/,. '/ 4 · . <// ~':I:.? ~'~/' X~ / MANUFACTURER INSTALLER ? APPROVAL REQUEST FOR SEWER & WATER FACILITIES PAGE TWO SEEPAGE PIT DISPOSAL FIELD 1. NUMBER OF LINES 2, TOTAL LENGTH REQUIRED MEASUREMENTS A. WELL TO SEPTIC TANK B, WELL TO SEEPAGE PIT C, WELL 1'0 SEWER LINE D. E, WELL TO PROPERTY LINE .~-- WELL TO OTHER POSSIBLE CONTAMINATION F, FOUNDATION TO SEPTIC TANK G, FOUNDATION TO SEEPAGE PIT H, SEEPAGE PIT TO PROPERTY LINE 8, COMMENTS: APPROVED://~.~.~-,.-=~,/i /AJ, { ~.~zYa~ISAPPROVED: DATE:_/'/- ~d;, '-~-7/ DATE: APPROVAL VALID FOR ONE YEAR FROM DATE SIGNED. GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY