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Home My WebLink AboutCLEARVIEW LT 90 -A A, - a I JA I 1- a4Aa-Lkg , v TO F � Carroll, Rebecca M. From: Sent: To: Cc: Subject: Becca Carroll coxfour@gci.net Monday, March 7, 2022 7:36 PM Carroll, Rebecca M. John weddleton; Noffsinger, Ross D. Re: Your Letter Appreciate your very prompt reply. You state that the engineer has submitted an inspection report and record drawings to your office. I would certainly like to have a copy of both as you state the homeowner is responsible for such. If this is asking too much from your office at least be considerate enough to provide a name and contact information for the engineer as again, you are expecting the homeowner to have records that go back almost four years. This will at least give me a place to start to attempt to work on your other request for as -built survey. James Cox From: "rebecca carroll" <rebecca.carroll@anchorageak.gov> To: "Suzanne -James Cox" <coxfour@gci.net> Cc: "John weddleton" <John.weddleton@anchorage.gov>, "Noffsinger, Ross D." <ross. noffsinger@anchorageak.gov> Sent: Monday, March 7, 2022 3:31:49 PM Subject: RE: Your Letter Mr. Cox, Per Anchorage Municipal Code AMC 15.65.070D, it is the responsibility of the owner or his authorized representative to submit a final inspection report, record drawings and current as -built survey within 90 days of the final inspection. There is only so much the Onsite Water and Wastewater Section can do to get an engineer to close out permits since we do not know the status or nature of the contract that they have with each homeowner. Prior to sending letters to homeowners, we do send the engineers a list of open permits and request that they give us an update on each. In some cases, the engineer is waiting on the homeowner to do something before they can prepare their final record drawings (such as hiring a land surveyor to complete the as -built survey). In other cases, the homeowner has not paid the engineer for their services to close out the permit. In your case, the engineer contacted us and said that he had been waiting on a current as -built survey, but he was able to complete his inspection report and record drawings without the survey and he submitted those to us after we had sent out your letter. AMC 15.65.070F requires a current as -built survey to be submitted prior to final inspection report approval, so that is currently all that we would need to close out your permit. We can defer this requirement to time of title transfer, when a Certificate of Onsite System Approval would be needed, or at time of any needed drainfield upgrade. However, we encourage homeowners to have the survey done sooner in case the survey reveals that the contractor did not install the tank and/or drainfield such that it meets code required separations. As for the inspections, the Onsite Section does not have any required inspections. Code requires that we be notified at specific times during the installation and we do our best to make all inspections. However, if we are unable to make an inspection the contractor is allowed to proceed. The engineer's inspections are required, so it would be 90 days after the final engineer inspection that the close-out paperwork should be submitted. We apologize that our letter came across as threatening and harassment, but we have found that most homeowners are not aware that the final paperwork has not been submitted and we want to let them know the possible consequences that might result if a permit does not get closed out. Becca Carroll Onsite Water and Wastewater Municipality of Anchorage 343-7908 From: coxfour@gci.net <coxfour@gci.net> Sent: Sunday, March 6, 2022 3:04 PM To: Carroll, Rebecca M.<rebecca.carroll@anchorageak.gov> Cc: John weddleton <1ohn.weddleton@anchorage.gov> Subject: Your Letter Development Services Department 4 March 2022 On Sit Water and Wastewater Section PO Box 196650 Anchorage, AK 99519-6650 Attention Rebecca Carroll Interesting that after approximately four years you expect the homeowner to do your job. When installing the replacement septic tank, I contracted with a reputable septic tank installation firm who insisted on utilizing an engineering firm with whom they frequently worked to file for the permit. As I recall the septic firm installing the replacement tank called for an inspection prior to covering the new tank. They were advised that no one was going to show and given permission to cover the tank. I remember questioning this and was informed that it was the current practice for no inspector to show for inspecting a direct tank replacement. I never was provided a copy of the permit that was filed by the engineer nor any of the other documents you are requesting. I do not appreciate being threatened with fines nor harassed when I was trying to be a responsible citizen by replacing an aging rust riddled septic tank. Your office should have on file all the paperwork needed to contact the engineer who filed the original paperwork for the permit. This is sad commentary on how poorly the Development Services Department On -Site Water and Wastewater Section functions requesting this from the homeowner after almost four years. James Cox Copies sent to the following: Attached copy of your Letter dated 9 Feb 2022 Municipal Manager Amy Demboski Anchorage City Hall 632 West 6th Ave Suite 850 Anchorage, AK 99501 John Weddleton Sent by e-mail Anchorage Assembly - District 6 632 West 6`' Ave Suite 250 Anchorage, AK 99501 I N VK01 al rXIMM lei L Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 February 9, 2022 Subject: EXPIRED: Septic Permit Permit Number: OSP 181167 Legal Description: Clearview Lots 9& 10 Dear James and Suzanne Cox: Our records show that the septic tank permit for this property perty has not been closed and is expired. This means the _,_system involved is not approved to operate as required by Anchorage Municipal Code (AMC). use of an unapproved septic system is subject to fines under AMC 14.60.030. Additionally, an unapproved septic system can cause a costly delay when selling a home. To close a septic tank permit, an Inspection Report, Record Drawings, and As -built Survey is required to be submitted to this office for,review, approval, and documentation. The Inspection Report, Record Drawings, and Asbuilt Survey have not beell,sub 'i, Led by the engineer for review. Please contact your engineer to have the requited paperwork submitted, Please contact t our office within 30 days to provide a status update on getting this permit closed. The Onsite Water and Wastewater Section will do what we can to help you close this permit and make the septic system approved to operate. Sincerely, a. la Rebecca Carroll On -Site Water and Wastewater Section S cv, r eco Y- C� fv_zal Municipality of Anchorage On -Site Water and Wastewater Program P.O. Box 196550 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite Review Comments Engineer: C & M Engineering Legal Description: CLEARVI EW LTS 9 & 10 Parcel ID: 01524337000 Permit: OSP181167 SepticTank Report Type: As Built Review 2/14/2022 Completed By: R.Carroll The application has been reviewed and the following comments have been generated. These are to be satisfactorily addressed prior to MCA approval: 1. Please provide an as -built survey (AMC 15,65.070F). Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 1 ON -SITE WASTEWATER INSPECTION REPORT a � 3 51 Permit Number: OSP 181167 PID Number: 015 2A_'1-4$ Dwelling: ❑■ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑■ Upgrade Name COX ABSORPTION FIELD ❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address 8041 ALATNA ❑ other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot CLEARVIEW LTS 9 & 10 Fill added above original grade Ft. Gravel length Ft. Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line Ft2 Ft. Well +100 - _ _ _ TANK X Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage tank Capacity 2000 Gal. Surface Water +100 _ _ Material Number of compartments Lot Line +5 - - NA Steel 2 Foundation +1 0 _ _ LIFT STATION Manufacturer Capacity Remarks TANK ONLY - _ Gal. Alarm location Electrical installed by Installer PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield Guaranteed SVCS Drainfield CO/MT3034 Inspector CHARLES BALZARINI BENCH MARK (Assumed elevation) 100 ft Inspection 15` 7/12/18 2nd 7/13/18 Location and description 3rd 4'" BOTTOM OF SIDING NEAR FCO ON -SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp 2/19/21 Conditional Approval: Date 1 1 .. ... .. rr r ... . r I:HARLES G BALZARINI t ��F�isl , CE-13854 { Septic System Approved Date / i v' Note: this approval does not include well permit requirements. �lll1 PROFESSIO Y � \��»1 111111L AND DRAINAGE EASEMENT N100' CREEK OFFSET NEW AFT TANK CLEAN0U FOUNDATION CLEANOUT ' SEP NBy2OOU CAL TANK. - ' | RATED BM:+100.0' BOTTOM SIDING AT HOUSE SCHEMATIC PROFILE MEW SHOWS ELEVATIONS OF INSPECTED ELEMENTS BUT DOES NOT DEPICT SYSTEM IN ITS ENTIRETY. INSPECTION FOR GENERAL CONFORMANCE TO DESIGN AND MOA REOUIREMENTS ONLY. IN � � 'IC AR | \ . | | } \"^ LEGEND ^ ~ . v cuE*mou/ _/uu R�� _~^. w MONITOR TUBE Y`�= . ^�^~ ` A `^ �5 TESTHOLE . "` ^ ^ ° | -KALE, I . ' .� | LEGAL DESCRIPTION: CLEAR MEW LOT 9 907-854-5558 SEPTIC RECORD DRAWING C&M ENGINEERING SERVICES Ph: 907-854-5558 Municipality of Anchorage Onsite Water & Wastewater Program 4700 Elmore Rd Anchorage, Ak 99507 RE: Septic System Modification for Clearview Lot 9 Dear Onsite Reviewer, We are submitting an inspection report and record drawings for the subject property. We are requesting the department consider approval of the inspection report without receipt of an asbuilt survey: • Per 15.65.070, F, the department may determine that an asbuilt survey is unnecessary. • An asbuilt will be required for the property when it next needs a COSA. • There is little risk to the health and safety by accepting the inspection report and record drawings without an asbuilt survey. • There are not any known wells, surface water, or other surface features which are impacted by this system. The location of nearby wells and the creek offset are well documented and shown on the plans. • The new septic tank standpipes were located relative to the house by swingtie. • The new tank was placed in the same location as the old tank. Sincerely, Charles Balzarini, PE P A "r MUNICIPALITY OF ANCHORAGE On-Site Water&Wastewater Program PO Box 196650 4700 Elmore Road • Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax (907)343-7997 �- "' • http://www.muni.org/onsite r I)epartmcii On-Site Wastewater Disposal System Permit Permit Number: OSP181167 Effective Date: 6/28/2018 Work Type: SepticTank Upgrade Expiration Date: 6/28/2019 Tax Code Number: 01524337000 Site Legal Address: CLEARVIEW LTS 9 & 10 G:2740 Site Mailing Address: 8041 ALATNA AVE, Anchorage Owner: COX JAMES H & SUZANNE E P Lot Size in Sq Ft: 113844 Design Engineer: C & M Engineering Total Bedrooms: 4 This permit is for the construction of: ❑ Disposal Field El Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: it Date: C' Issued By: / Date: S epuva MUNICIPALITY OF F ANCHORAGE • Development Services Department i+ Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 015 243 37 Property owner(s) JAMES AND SUZANNE COX Day phone 345-9342 Mailing address 8041 ALANTA Site address 8041 ALANTA Legal description (Sub'd.. Block & Lot) CLEARVIEW LOTS 9 & 10 Legal description (Township, Range & Section) Lot Size 113,844 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field n Initial n Single Family (SF) n (w/wo ADU) Septic Tank Upgrade n Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: NONE Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. f ( i -7 k7 (Signature of property owner or authorized agent) Permit/Rush Fees: 4.31-14.6-P. Waiver Fees: Date of Payment: (422/151 Date of Payment: Receipt Number: 02-67567 Receipt Number: Permit No. 03 pl?j1 1(o7 Waiver No. G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc C&M ENGINEERING SERVICES Ph: 907-854-5558 Municipality of Anchorage Onsite Water & Wastewater Program 4700 Elmore Rd Anchorage, Ak 99507 6/27/2018 RE: Proposed Septic System Upgrade for Clearview lot 9 Dear Reviewer, The above referenced property is currently served by a 4 bedroom septic system installed in 1995. The 1250 gallon tank has failed and is in need of immediate replacement. We are proposing that the existing tank be replaced with a new 1250 or 1500 gallon tank constructed and installed in accordance with MOA requirements. The tank shall be covered with a minimum of 2” moa approved insulation and 3’ of cover. The repair shall be performed by a moa certified installer in accordance with MOA requirements. The engineer will inspect the tank before backfilling. Repair of the proposed system will not negatively impact adjacent lots. Upon completion of the installation, a record drawing will be submitted showing the location of the new tank, leachfield, well, and other applicable features. Thank you for your time in reviewing this permit request. Please do not hesitate to contact me at 907-854- 5558 or by email cgbalzarini@gmail.com with any questions or concerns. Sincerely, Charles Balzarini, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181167, Deb Wockenfuss, 06/28/18 CHARLES G BALZARINI CE-13854R EGISTEREDPROFESSIONALE NGINEER6/26/18 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181167, Deb Wockenfuss, 06/28/18 Municipality of Anchorage Page 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 Name: ~[CHE~¢ ~( ~ ~A¢bHF¢~ WastewaterSystem: ~New D Upgrade Address: 7~0 ~, ~l~Ohl~ ~]~ ABSORPTION FIELD Phone: ~_ ~S 7~ IN° °'~°ms: ~eepTrenc, ~ Shallow Trench ~Bed ~Mound .Other Total Depth from original grade: Lot: ~ Block: ~ ~'~v/~Subdivisi°n: ~ Depth to pipe bottom from original~¢grade: Ft. Gravel depth beneath pipe~ ¢ Ft. Township: ~ Range: Secti,m Fill added above original grade: Gravel length: WELL: ~ew D Upgrade Gravel width: Number of lines: Classification (Private. A,B.C): Total Depth: Cased To: Tolal absorption area~ _ _~ Pipe material: Date. Drilled: Static Water Level: Installer: Date inaalled: -- I Pump Set a~:, Casing Height Above Ground: TAN K SEPARATION DISTANCES ~eptic ~ Holding ~ S.T.E.P. To Septic Absorption Lift Holding Public/Privale Manufacturer: Capacity in gallons: From Tank Field Stalion Tank Sewer Lines Well I~i ~! -- __ Sur~ac, ' ~ LIFT STATION Lot ~ i Li.e ~O ~ ~ -- -- q~ ~ Size in gallons: Manu,aclurer: CurtainDrain ~0 ~ pump Make & Model ~ Electrical Inspections performed by: Remarks: BENCH MARK Inspections performed by: Department of H:i:rd, a~~ices approval Reviewed and approved b~~ ~Date: 72-013 (Rev. 9/91) MOA 25 '-. 11 ~ 050 BC 14.5 · AE 7J. 5 TOBBEN SPURKLAND P.E. LOT 9 CLEARVIE~ S/D SEPTIC SYSTEM AS BUILT 203 W 15TH. AVENUE 8041 A~TNA DATE: DEC. 19, 1995 ANCH. AK. 99501 MICHAELSOHN AND DAUGHTER SHEET: 2/3 GRID: 2740 (~7~ 279-3916 j ..... ~ ..... :-~ .... t~/....~ ~ ....... ~~~,~.~ STANDARD ~' ~eep ~ Sewer rock 3' Cover ~ SCALE C~eonou~s Mon/tom --~ ~ ~ ~ ~NV. ELEV. 92.6 ~/mo~; ]40 88.0 ' : :_- _~--~ 78.7 ~ 78.7 9 F~ oF Septic ~oc~ ~ ~l 1~50 SEPTIC TANK NB SCALE~ -18 FEET NB TOBBEN SPURKLAND P,E, L~T ~ CLEA2VIEW S/P SEPTIC SYSTEM AS BUILT cos ~15th Ave MZCHAELSDHN AND DAUGTHEB DATE, JAN, Anchorage Ak 99501 8041 ALATNA D~IVE SHEET: 3/3 GRID: 2740 P7~-~91fl T.SPURKLAND P.E. 203 W. 15th. AVE. SUITE 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 Municipality of Anchorage Division of Environmental Health Department of Health and Social Services 820 1 Street Anchorage, Alaska 99501 Subject: Pink Sheet Lot 9 Clearview January 25, 1996 RECEIVED Municipality o~ Anchorage Dept. Health & Human Services Comments on your pink sheet. 1. There are three replacements site identified for this property. The platted reserve sites have been approved by DHSS. Technically the trench shown adjacent to the existing trench is not required. 2. & 3. Testhole location is shown. Soil was uniform for the total length of the trench, e/~ 4. This system is located on a slope. The actual elevation of the testhole will be lower or higher than the trench elevation, depending upon the location of the testhole, up slope or down slope of the trench. Elevation of testhole is not available. Total testhole depth was 18 feet. 5. With 5 feet of soil rated at 1.2 gpdpsf and a trench length of 55 feet effective area is 550 sq.fi. 6. This location was accepted by Robbie Robinson and Jim Cross on a field inspection in the fa'st week of September 1995. The original location of the septic system was at the plotted locations. The developer was told by Robinson and Cross that the location on the slope was acceptable. Yours T. Spurkland P.E. PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 lO 12 13 i5 ~7 ?0 96-02-07 17:02 RCVD Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? SITE PLAN -I N IF YES, AT WHAT O DEPTH? p E Deplh l0 Water Alter M0nil0ring? Date: Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE , (m,nutes/inch) PERC HOLE DIAMETER '~RFORMED BY: I ' ] CERTmY THaT T~S TEST WAS PERFORMED ~N ~CCORDANCE W~TH ALL STATE AND MUN~CmAL GU~DEUNES ~N EFFECT ON TH~S DATE. DATE: . ~[~ [~ 2-008 (Rev. 4/85) M-W DRILLING, Inc. P.O. Box 110378 · 10330 O!d Seward Highway (907'1 @49-8535 ANCHORAGE, ALASKA c095l 1 DRILLING LO~ /'ell Owner- . .M!CI4ELS()HN. &-.DAUGHTER Use of Well 00MEST Location (address of: Township, Range, Section, if known; or distance main road _.. LOT .q _.: Ct FARV~_ ~'W SUS[U~.I.S.I~qN _ '-_2ZO.3_AtJ~NA ...... _ ANCHORGGF~_. Size of casing.- 5" , Depth of Hole_lf:~L.~5___._feet Cased to 16B. 79 .,, feet Static water level. !n .... _ft. (~'. land surface. Finish of well (check one) Screen ( ); Perforated ( ). open end ( X ); Describe screen or perforation. N/~ Well pumping test at_~8__gallons Pet of drawdown from ,~t~tie level. (minute) for 1 hours wit~ ......... Depth in feet from g~tmd surface Date of completion_~~.~5 WELL LOG .,~Ve d~tails Of formations penetrated, size of material, color and hardness 'iB,~',OWN ~_ SAIiDY . " 121 .TO 151 SiLl': GRAVELLY~ CO~[~LEY ,~I .TO 153 C~GY: GREY, S~LTY 153 TO_. I61 GRAVEL: WATCh. BEARING I61 _TO 161_,_~. C__~_LAY: BLUE 3 -- CONT RAC!r OR MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 PERMIT NUMBER:SW950157 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:COX JAMES H & SUZANNE E P OWNER ADDRESS:8041 ALATNA AVE PAGE 1 OF 1 ~_~~ m~-~ ANCHORAGE, ALASKA 99519-6650 (~8%am~_~o~h~_ ~_~ ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMITu~-~ ~%u~r~ DATE ISSUED: 7/13/95q~ EXPIRATION DATE: 7/13/96 PARCEL ID:01524248 LEGAL DESCRIPTION: CLEARVIEW LT 9 LOT SIZE: 57960 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM 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 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 PROVISIONS: THE RELOC~ATION AND RF~DESIGN OF THE S~.PTIC SYSTEM DATED 9/4/95 IS APPKOVSD. THE 35 FT. SETBACK FROM THE DRAIN- FIELD TO A SLOPE GREATER THEN 25% IS APPROVED. THE DEPTH OF GRAVEL BELOW THE PERFORATED PIPE MUST BE 6 FT. T.SPURKLAND P.E. 203 W. 15th. AVE. SUITE 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 Municipality of Anchorage Division of Enviromental Health Department of Health and Social Services 820 1 Street Anchorage, Alaska 99501 Subject: Permit # SW950157 PID 015-242-48 Lot 9 Clearview S/D September 4, 1995 Gentlemen; Per your verbal instructions additional percolation tests were performed at the location of testhole #3 at this property. The purpose of the additional percolation test was to establish a design rate for an absorption field in the vicinity of testhole #3. The slope at this location is steeper than 25% within 50 feet of the proposed trench, however, the developer of the lot was told by DHSS representative, Mr. Robinson, that a slope waiver to 35 would be granted. Accordingly we request a slope waiver to 35 feet to install a trench not less than 35 feet from a 25% slope. The revised design and the percolation test is submitted for your review. Yours ~ 0 ~ ~5 75 ~00 ~£~ ~$0 ~ ~S-~AL~; ~' ~ 50 FT, / REVISED ,' SEP TEM~E£ £, 1995 TOBBEN SPURKLAND P.E. II 203 W 15TH. AVENUE II ANCH. AK. 99501 (9071 279-3916 LOT 9 CLEARVIE~Y S/D 8041 ALATNA~..... k41CHAELSOHN AND DAUGHTER II SEPTIC SYSTEM DESIGN DATE: JULY 2, 1995 SHEET: 2/$ GRID: 2740 Monitor 42 Cleon Out PRIMARY TRENCH 2' W/de 42' Lan9 ZZ' Beep 9' Sewer rock 3' £over Monitor Cleon Out 2 Cleon Out '__ REPLACEMENT TRENCH ND SCALE 2 ol Mira £i 140 9 Pt oP Septic Rock C{eonout£ ND SCALE Exist, Oround M/n Cover ~ Tank 1258 SEPTIC TANK FEET NO GRZ]UNBWATER REVISED; SEPll ~ 1995 TBBBEN SPURKLAND P,E, 203 W15th Ave Anchorage Ak 99501 LDT ? CLEA£VIEW Si? MICHAEL SDHN ANY] BAUOTHER 8041 ALATNA B£IVE SEPTIC SYSTEM DESIGN DATE: SEPL C I?75 SHEET~ 3/3 6RID: £740 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 WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW950157 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:STEEL ENGINEERING & OWNER ADDRESS:8041 ALATNA AVE ANCHORAGE, AK 99516 DATE ISSUED: 7/13/95 EXPIRATION DATE: 7/13/96 PARCEL ID:01524248 LEGAL DESCRIPTION: CLEARVIEW LT 9 LOT SIZE: 57960 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: o o 5 o THE ATTACHED APPROVED DESIGN. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15. ~5 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS _8~C72) ANDF~KING WATER REGULATIONS (iSAAC80) . THE ENGINEER ff~ST~OTIFYA~HHS~ LEAST 2 HOURS PR~R TO EAC] ~N~TIO~.!/IPROVT~E NOTIFICATION BY CAL%ING 343-j 744/ ( ~4 H~UR~ ) . (~OT REQUIRED FOR WELL ONLY PERMIT) FROM~OCTOBE~ .5 ~O A~RI~i~ A SUB~URFACE SOIL ABSORPTION ~ {T~M UNpERiCO~STRUC~ON DURING FREEZING WEATHE~ MUS~ ~E [EIT~ER:~ ~ / A. OPENED ~N] CL~2~JD O~ T~ME DAY B. COVE~Dt SEALED AND ~HEAT ~E~T~ PREVENT FREEZING THE FOLLO~NG SPECIAL PROVISIONS'~.' ¥ SPECIAL PROVISIONS: P~RC 'TESTS MUST BE TAKEN DURING TRENCH CONSTR~CTION IN THE SM: SOIL AT 4-5 FT. AND THE SP SOIL AT 8/~FT. IF THE PERC RATE IN EITHER SOIL STRATUM IS GREATER ~H~ 15 MIN/IN, THE TRENCH CON F I GURAT I ~~_MUS~ ~ ~ ;?~>~~. RECEIVED BYe? ISSUED BY:/ DATE DATE T. S PURKLAND P.E. 203 WEST 15TH. AVENUE SUITE 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 Jim Cross Municipality of Anchorage Department of Health and Human Services On-Site Service Section 820 L Street Anchorage, Alaska 99501 July 3, 1995 Subject: Well and Septic Permit Lot 9 Clearview Gentlemen; We are requesting permit to install well and septic systems on lot 9 of Clearview S/D. Soil logs and percolation tests performed in 1991 are on file with the Health Department. These files show that no groundwater was observed on 8-26-91. The monitors are in place and no water was observed on May 26, 1995. The percolation rates were confirmed on May 26, 1995, as shown by the attached forms. The silt layer between 5 and 6 feet was also tested and found to have a percolation rate of 56 minutes to the inch.. This layer is not included in the design of the drainfield. A third testhole was excavated down the slope. Sand was observed below 6 feet. The sand perc'ed at 3 minutes to the inch. No ground water as observed. The slope at this location is steeper than 25%. We propose to use the area along Alatna Avenue for the drainfield. A distance of 50 feet can be obtained to slopes steeper than 24%. The well on lot 4 will not interfere with the septic system installation. Yours T.SPURKLAND P.E. 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 9 CLEARVIEW No Ground Water or Impervious Layer to 19 fi. Muni Records Use Standard Trench Soil Rating. /F,r~m test May 27, 1995 (~ min/in = .8 gal / sq. ft. No. of Bedrooms 4 Required Area per Bedroom: Total area required: 4 x 187.5 = 7; f~. Use Floor Elevation at Septic System 124 Testhole 19 ft Less 6 feet 13 Rock De 7 ~0 / 14 = 54 TOTAL LENGTH TOTAL WIDTH ~ TOTAL DEPTH 11 ROCK DEPTH 8 COVER 3 STEP TANK 1500 sq.fl.. 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.1 I I ~ ~ ~ CREEK VACANT ! ~ Tf~IL AND D ~ LDF 8 I 7 L~T 3 _~ ~ ,~ ............ ~.~~ ..... 50 0 50 ]00 150 200 ~50 300 SCALE: ~' = ~00 FT, 203 W 15TH. AVENUE J I DATE: JANUARY IZ 1995 ANCH. AK. ggS01 8041 A~TNA MICNAELSONN AND DAUGHTER J J SHEET: 1/4 GRID: 2740 (907~ 279-3916 25 75 TES THLTL E P£ I I~A£ Y 49t½ SPURKLAND 1o, CE-2225 I t / / TOBBEN SPURKLAND P.E. II 203 W 15TH. AVENUE II ANCH. AK. 99501 (907') 279-3916 LOT 9 CLEARVIE~ S/D 8041 ALATNA blICHAELSOHH AND DAUGHTER SEPTIC SYSTEM DESIGN DATE: JULY 2, 1995 SHEET: 2/3 ORID: 2740 ~--%rZ ..... .N~-'. Foundo~z,'on Cleon outz ~...,~ .... ~ ¢ ~ 2 ..... ~ ...... ~ t ---- :! o · ,,,.~,.~.~ ..... ~a,.,~ ~ ~' Cleon Cleon Dut P~JMA~Y T~ENCH 2' ~,'de 54' L ono li' fleep I4 8' Se~ex rock 3' Cleon ~u~ REPLACEMENT TPENCH NO SCALE Cleo nou ts Mon/%om 4~ TORSO,'{~ - Ex,~, 5round 3' Cover _ ~~ ~k4' M/n Cover / 7 6~ oP 2ep~ic Rock 1500 ~4L STEP TANK ND SCALE -~ FEET ND 6RDUND~ATE~ TOBBEN SPURKLAND P.E, LST ? CLEA2VIEW S/? SEPTIC SYSTEM DESIGN 203 W15%h Ave MICHAELSDHN ANti PAUSTHE~ DATE', JUL Y Anchorage Ak 99501 8041 ALATNA flRIVE SHEET~ 3/3 GRID, ~740 DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, ALaska 99502-0650 SOILS LOG -- PERCOLATION TEST (ENGINEER'S SEAL) 1 2 3 4 5 6 7 8 9 10 13 WAS GROUND WATER ENCOUNTERED? Township, Range, Section: S L IF YES, AT WHAT O DEPTH? p E 14 15 16 17 18 19 20 Depth to Water After Monitoring? Date: SLOPE SITE PLAN Gross Net Depth to Net Reading Date Time ~,~; t~ Time H{ ~1 Water Drop -I ~o jo I '/1' ~ '/'~ o '-- ~ o ,o ~ V~ l '~/~ ~ 0 i o o ~/~ I PERCOLATION RATE '~_"'~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN J~ FTAND ~i II'Z.. FT COMMENTS ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST (ENGINEER'S SEAL) DATE PERFORMED: LEGAL DESCRIPTION: k' '~ q) CI~_O~ ~/;'-.~ Township, Range, Section: 7 8 9 10 11 12 14 15 16 17 18 2O SLOPE SITE PLAN I WAS GROUND WATER ['~ ENCOUNTERED? ~ S L IF YES, AT WHAT O DEPTH? P E Depth lo Water Alter Monitoring? . Date: Gross Net Depth to Net Reading Date Time Time Water Drop '7° o PERCOLATION RATE IP~' ~inutes/,nch) PEI~ HOLE TEST RUN BETWEEN I ~ FTAND I ~ FT COMMENTS PERFORMED BY: ~i"~ ..~ I ~ ~ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINE8 IN EFFECT ON THIS DATE. 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: A'~.,.~. ;?, ~qq.5 Municipalit~ of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST (ENGINEER'S SEAL) .EG^.DESCR, ,O.: ~/-~t x" v';' ~ Township, Range, Section: 1 2 3 4 5 6 7 8 18 COMMENTS WAS GROUND WATER ENCOUNTERED? s L IF YES, AT WHAT O DEPTH? p E Depth to Water Alter Menitering? Oat~ SLOPE SITE PLAN Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE 5'~ (minutes/inch) PERC HOLE DIAMETER i=ERFORMED BY: ~ '~ ' '~ 0~ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72'008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN PERFORMED; Township, Range, Section: 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 2O COMMENTS SLOPE WAS GROUND WATER ENCOUNTERED? SITE PLAN $ DEPTH? , p E ,,.~. w.,, ~,, H/~ 7- ~- ~'/ MWW~ D~ GroH Net Depth to Net Raading Date Time Time Water Drop -/-z-.ri /" ,, y '?~ /O~p,. /v'~' 2" ,f ~ zr /! (. z~ I. 7~ PERCOLATION RATE . TEST RUN BETWEEN . , Immutwinch) PERC HOLE DIAMETER , FT AND '~ FT PERFORMED BY:.d.,../..,,, ~/c~er'U ,.,_,,~l~.vd(v.y I '' CERTIFY THAT THIS TEST WA~ PERFORMED IN ' -7-?-'/i ACCORDANCE WITH AU. STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: [~~~~~b~MENT OF HEALTH & HUMAN SERVICES ~ . ... ...... ~.~ ,,..~s ~o~ -.E.co~.o. ~Es~ LEGAL DE$CRIPTION:~/~' ~/0 Township, Range. Section: ~ ~:," 7"'/'/~*' .2' SLOPE Sn'E PLAN · ~ WAS GROUND WATER E"COU.~ERED~.. 12 s DEPTH? , _ P E Oepl~ Il WMer Mir Depth lo WRier 16 17 18 lg 20 COMMENTS "~ ~' I PERCOLATION RATE TEST RUN BETWEEN - · Immuleu,nch) PERC HOLE DIAMETER FTAND _ 7 FT ACCORDANCE WITH ALL STATE AND MUNICIPAl / CERTIFY THAT THIS TEST W~ P~FORMED IN