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Home My WebLink AboutSOUTHPARK #2 BLK 2 LT 2 Municipality of Anchorage Page / of 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: '-~ UJ ¢t ,,~01/o ~ PID Number: _ ~ Name: Wastewater System: ~New ~ Upgrade Address: & ~¢o A¢~0~, ~n~, ~e¢/~ ABSORPTION FIELD Phone: No. of ~drooms: ~(~.. ~ ~ ~DeepTrench ~ Shallow Trench ~Bed ~Mound BOther Soil Rating: Total Depth from original grade: LEGAL DESCRIPTION ~. ~ ~s~. ~. Block: Subdiv~ion: Depth to pipe bottom from original grade: Gravel depth beneath pipe Township: ~ Range: Section: Fill added above original grade: Gravel length: I ~ ~ ~-- Ft. ~/~ Ft. WELL: D New ~ Upgrade/- Grsvelwidth: Numberoflines: I Distance between lines: ~ ~ Ft. / '~ Ft. Classification (Private, A,B,C): ~ Cased To: Total absorption area: Pipe ~aterial' Driller: //~A Date Origed: Static Water Level:Ft. Installer:~O~,S, ~~ Date in SEPARATION DISTANCES ~eptic D Holding D S.T.E.P. TO Septic Absorption Lift Holding ~ublic/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines ~¢¢ --~ s..~o~ --- LIFT STATION Water 1 ~ ~ Size in g~llons:J Manufacturer: Lot Line 301 J :~1 ...... Foundation J/ I j~. I ...... "Pump on" level at: J "P~~ I High water alarm at: Cu~ain ~~e~e~ons pedorme~ by: Remarks: BENCH MARK ENGINEER'S SEAL Department of Health. and Hg~n ~ices approval Reviewed and approved by: ate: ]¢ -7-~ 72-013 (Rev. 9/9t) MOA 25 P,I.~, ND, 020-.52-7~ AS-BUILT WASTEWATER A3SORPTION SYSTEM LOT 2, t~LOCK 2 SOUTH PARK S/D AI)I)N 2 \'%. SHOULDER DF SLDPEi~ ELEV=90,t NEW 4 ~R ;E PERMIT NO, SW980160 ~/Lt SWING TIES .60 A .~ i. Eq ........ '~,? 32,6 l'~ ~..6 ... ~,3 3 1'2 16,8 C'i ......... ~%~.......~%~ ~ MT 18,8 83,8 g,H, TOP C NEW WATER 'BE DF SLOPE ELEV=7~ TANK ELEVATION TRENCH PROPILE C,\WorR\2'-RSDUTH,])WG TRENCH SECTION NB WATER FDUN~ PREPARED FOR, Brian Durrell 6300 AnoloveF' CircLe Amchoro, ge, AK 99516 (907) 345-4906 PANNONE ENG, SVC P, O, 3[]X 142025 ANCHORAGE, ALASKA 99514 272-8218 Phone & Fo, x DATE, 9-18-98 IAS-]]UIL'T SCALE, 1'=50' \ Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: '~-)'~AO,~'~[.~ J'~.~,(,.. LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 13- 14- 15- 16- 17- 18- 19- 20 COMMENTS SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water After MonitorinB? ~ ~"'~ Dale: Gross Net Depth ~ Net Reading Date Time Time Water Drop ~,'~ ~ ~'/~ ~ PERCOLATION RATE .. __ (mJnutes/mch) PERC HOLE DIAMETER TEST RUN BETWEEN ~' FT AND ~ FT PERFORMED BY: ~ '~'~ ~¢~tj~t)'¢~'~c~ f~) ~ ;'~ ~" i CERTIFY THAT THiS TEST WAS PERFORMED IN ACCORDANCE WiTH ALL STATE AND MUNICIPAL GUIDELINES iN EFFECT ON THiS DATE. DATE: ':'~)~/~q/~ 72-008 (Rev. 4/85) MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Roam 502 P.O. Box 196650, Aachorage, AK 99519-6650 (907) 343-4744 ON-SiTE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Jun 09, 1998 Expiration [)ate: Jun 09, 1999 Permit Number: SW980160 Design Engineer: 0003 S & S Engineering Owner Name: Bryan Durrell Owner Address: 6300 Andover Circle Anchorage, AK 99516- Parcel ID: 020-.052-76 Legal Description: SOUTHPARKADDN 2 BLK 2 LT 2 Site Address: 015831 SOUTHPARK LOQP Lot Size: 22000 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 'This permit is for the construction of: [] Disposal Field ~ Septic Tank J, Privy ~ Private Well Holding Tank 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 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 weatfier must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. Received By: "~'/~l// RORERT C. COWAN, P.E. SEWER&WATER INSPECTION ENGINEERINGSTUDIES AND REPORTS WELL INSPECTION &FLOWTEST SITE PLANS ROADOESIGN SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL iNSPECTIONS May 21, 1998 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Lot 2; Block 2; Southpark Subdivision #2 Request you issue a permit to install a septic systeln to serve the proposed four bedromn house on the referenced property. One test hole was excavated and a percolation test was performed. Thc approximate locatiou of thc test hole is located on the attached site plau. At the time of excavation no ground water was encountered iu the tcst hole. After seven da), grouud water monitoriug, the monitoriug tube was checked and the hole was fonnd to be dry. We do uot anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic system. The property is served by a Class 'A' co n nt ~'t3 water system If you require additional information, please contact tls. Sinccrely, Robert C. Cowan, P.E. RCC/gk Euclostlres 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER. ALASKA 99577 1" = 30' SITE PLAN DESIGN SCALE z Municipality of Anchorage DEPARTMENT OF HEAL'I-H & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: DATE PERFORMED Township, Range, Section: 6 7 8 9- 10- 11 1 2 3 4 5 13- 15- 16t'~18 ' 17 .~ 20 COMMENTS 5.4 z4 P L ¢.. SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT -~ ~) DEPTH? p E Depth to Water Alter Y J)~l/~7~ Mogiloring? ~P' Dale: Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE '~ '/ (m~nules/mch) PERC HOLE DI~,METER __ TEST RUN BETWEEN }0 FT AND '/'~' F'r ~ 0 ,"~ J,' i ~ ¢ E- .4 ,~' ,'~ L Y 4 / ~f PERFORMED BY: ,#~,,~.~ ~.;',~h~VC;' ---v ..1~;~ .... 't /~l"f~"~l -- ' ~/ --' ' WAS PERFORMED IN ACCORDANCE W~T~L~,~I~"~8~- ~U,DE.,NES,N EFFECT ON T.,S ~ATE. DATE: I / ~' / '~ '/ 72-008 (Rev. 4/85) Percent Passing by Weight No, 40 No. 60 # 80 No.100 ROBERT C. COWAN, P.E. SEWER&WATER INSPECTION WELL~NSPECTION & FLOW TEST ROA~ DESIGN SOILTEST STRUCTURAL& MECHANICAL INSPECTIONS ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 REFERENCE: Lot 2, Block 2, Southpark Subdivision May 18, 1998 GENERAL: The scope of this project includes the installation of a 1250 gallon septic tank and a leaehfield trench to serve the proposed fonr bedroom residence located on the referenced property. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed fi'om soil settling. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems nmst also receive phor approval fi'om the Municipal Health Department. SEPTIC TANK INSTALLATION: A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. All standpipes on the septic tmrk shall extend a minimum of 12 inches above final grade. 4. Septic tanks installed with less than 4 fL of cover shall be insulated. 17034 NORTH EAGLE RIVER LOOP · SUITE 204 ', EAGLE RIVER, ALASKA 99577 Page Two Lot 2, Block 2, May 18, 1998 Southpark Subdivision A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. fi'om the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed-up) before gravel (sewer rock) placement. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a ~ninimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated fi'om the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. Page Three Lot 2, Block 2, Southpark Subdivision May 18, 1998 MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe. Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever requirement applies. INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: 1. The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. Page Four Lnt2, Block 2, Southpark Subdivision May18,1998 The second inspection must be conducted after the placement of the silt ban'ier, gravel, distribution lines, standpipes, cleanouts, m~d insulation, but before the placement of m~y other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction, if necessary, a pre-construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineeriug. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons perforating work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER Development Services Department On -Site Water & Wastewater Section Phone: 907-343-7904 Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 020-501-25 1. GENERAL INFORMATION Expiration Date: 6 ^ l q' 20Z Complete legal description Southpark #2 Block 2 Lot 2 Location (site address) 15831 Southpark Loop Current property owner(s) Brian & Sandy Durrell Day phone Mailing address Real estate agent Day phone 2. TYPE OF DWELLING: Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Du lex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER Private Well ❑ DISPOSAL: Private Septic El Water Storage ❑ Holding Tank ❑ Community Well ,'•.ass al' ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fees -550 Waiver Fee $ _ Date of Payment1 r 7 a0.2 a Date of Payment Receipt Number D 31 1 16- Receipt Number COSA # Q S C,2 213 Waiver # 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. In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Reliance on this report by another person is at their own risk. Pannone Engineering Services LLC highly recommends buyers hire their own engineer to evaluate this report. Name of Firm Pannone Engineering Services Address P.O. Box 1807 Palmer, AK 99645 Engineer's Printed Name Steven R. Pannone P.E. 6. DSD SIGNATURE lbeoms System #1 Approved for System #2 Approved for bedrooms Disapproved Phone (907) 745-8200 Date 20220609 Conditional a pproval for bedrooms, with the following stipulations: t yr J 1TV ^, �i h a� VVASTr V,, D m bo OG6AM By' 'Original Certificate Date: r� The Municipality of Anchorage Development Selvics fiv isi on (isues 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 Advisor Well Flow Advisory Other COSA Checklist blue sheet /—'(' `•��! COSA Checklist Legal Description: Southpark #2 Block 2 Lot 2 Parcel ID: 020-501-25 If more than 1 septic system on lot: COSA Checklist # 1 of 1 Structure served by this system 1 A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Well production at time of test gpm Water storage tank volume gallons Well disinfected for coliform test? ❑ Yes ❑✓ No ❑ Coliform bacteria is Negative Nitrate mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑ Arsenic less than MRL (ND) Collected by _ Date of Sample Static water level at beginning of test ft. Comments LOT SUPPLIED BY CLASS A COMMUNITY WATER SYSTEM. B. TANK DATA Age of tank(s) 24 years Tank type/material SEPISTEEI Measured operating fluid level in septic tank 4811 ❑® Standpipes/foundation cleanout per record drawing Date of pumping 08/09/2021 D. ABSORPTION FIELD DATA DEEP TRENCH Which system tested (date installed) 7128188 ❑ ALL standpipes present per record drawing Total measured depth from grade 11.6 ft (max) Measured depth to pipe invert from grade 6 ft (min) ❑ N/A — pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into effective 0 Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) C' LIFT STATION ' ❑ Required maintenance completed Age of lift station years Lift station material Comments: Adequacy test date 8114/22 Results ❑✓ Pass For 4 bedrooms Fluid depth prior to test 5.5 in Water added 600 gal New depth 5.5 in Elapsed time 70 min Final fluid depth 5.5 in Absorption rate 600 gpd Any rejuvenation treatment (past 12 months) Gallons introduced gallons If yes, enter date Comments/Deficiencies: 5.5" OF STANDING WATER IN FIELD MONITOR TUBE. COSA Checklist yellow sheet 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' El Yes Community Sewer Manhole/Cleanout > 100' Q Yes if No ft ✓D Yes if No ft Neighboring Tank > 100' ❑✓ Yes if No ft Private Sewer/Septic Line > 25'M Yes if No ft Absorption Field on Lot > 100' 0✓ Yes if No ft Holding Tank > 100' ❑✓ Yes if No ft Neighboring Absorption Fields > 100' Yes if No ft Water Main > 10' Animal Containment > 50' ✓V Yes if No ft ❑✓ Yes if No ft Yes if No ft Water Service Line > 10' Community Sewer Main > 75' CJ✓ Yes if No ft Manure/Animal Excreta Storage > 100' If septic tank is under driveway comment belpw Q Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' El Yes if No ft Surface Water > 100' Q✓ Yes if No ft Property Line > 5' 0 Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' if No 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 belpw From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' E✓ 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' Q✓ Yes if No ft Water Service Line > 10' P/ Yes if No ft Community Wells > 200' Q✓ Yes if No ft Surface Water > 100' ✓[] Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION l certify that l 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 A/_ Age Cn �3r 49TH.....y...:� r � P 0 Steven .P. PannoneCE 914,9Aw DEVELOPMENT SERVICES DEPARTMENT q On -Site Water and Wastewater Section www.muni.org/onsite Septic Tank Advisory Certificate of On -Site Systems Approval #OSC221377 Subdivision: Southpark #2 Block 2 lot 2 907-343-7904 Fax: 343-7997 Starting at 20 years of age the MOA issues Advisory's for steel septic tanks The septic tank for this COSA / property is 24 years old. A leaking septic tank may be a source of contamination to the aquifer. Typical replacement costs range from $10,000 to $15,000 This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. This is an example of a 16 -year-old septic tank in failure and should be replaced. Mailing Address P O Box'196650 *Anchorage, Alaska 99519 6650 * uvww muni org Ecklund, Timothy J From: Kim Johnson <Kim@panengak.com> Sent: Friday, August 12, 2022 10:26 AM To: Ecklund, Timothy J Cc: Noffsinger, Ross D.; Steve Pannone Subject: RE: South Park #2 B2 Lot 2 Attachments: 542070_WMT_1998.pdf, doc12160320220812094650.pdf; doc12160420220812094655.pdf, doc12160120220812094632.pdf; doc12160220220812094639.pdf [EXTERNAL EMAIL] Tim My apologies for the late response, I went home sick yesterday. 1. Per the technicians field notes, the water level rose roughly 3/8 of an inch. We count anything under a %" as an insignificant enough amount of water to denote it as zero. After discussion with multiple other Engineers, the practice of stating zero for less than a % of an inch in rise is standard practice and has been for 30 years. In talking with the various engineers performing COSA's, they have indicated that a zero inch rise is fairly routine and have never been called out on a zero inch rise. We are assuming that this code reference and indicating a minimal rise is going to be uniformly and consistently applied to all engineers from here on out? This is the first time we have experience the callout of this code reference. 2. 1 have reviewed the eplans submittal and I believe I was clear that it was 5 % Inches and not Feet. 3. The map you referred to in the original comments, is accurate and the correct map. The street is no longer named Terrace Wood Lane, but is in fact, South Park Loop per the most recent AWWU 300 scale record grid map (attached.) The keybox is accurately represented on the AWWU record drawing (Record Drawing 13894), making the sketch that was added to a -plans in response to the comment, the logical representation of the water line routing. I have attached to this email, the connect card from AWWU showing the location of the properties key -box in the southeast corner of the lot, and approximately 3 FEET from the east property line. Unfortunately, that card does not show the actual water line alignment (AWWU purchased the South park Water system in 1994.) 1 have also included on the sketch the 10ft separation distance from each septic pipe to prove that even with the worst possible case of logical water line installation, the 10ft distance would not be exceeded. We assert that the information provided is adequate to prove there will be greater than 10ft separation between the septic system and the water line. Thank you, Kim Johnson Project Coordinator Pannone Engineering Services 907-745-8200 Customersvc@panengak.com From: Ecklund, Timothy <timothy.ecklund@anchorageak.gov> Sent: Thursday, August 11, 2022 9:36 AM To: Kim Johnson <Kim@panengak.com> Cc: Noffsinger, Ross D. <ross.noffsinger@anchorageak.gov> Subject: South Park #2 B2 Lot 2 Kim, I Just listen to your message. 1. The code says to add sufficient amount of water till you get a rise. Adding 600 gallons in 70 min should have resulted in a rise in the liquid level of at least a half inch rise if that is what you are measuring to.. Please check the field notes. 2. Please clarify that 5.5 is not 5 foot 5 inches. 3. You will need to supply either correct mapping along with connect cards with enough information that a logical assumed path can be made now and in the future or Steve can do a quick site plan with the location of the key box and the assumed path of the public water line. This needs to be stamped and signed. Or the last option is to have it professionally located and so noted on a drawing. The other comments are addressed. Tim Ecklund Onsite Water and Wastewater Municipality of Anchorage 907-343-7905 timothy.ecklund@anchorageak.gov MUNICIPALITY OF ANCHORAGE WATER CONNECTION - Location on Record ACCT NO. NAME ADDRESS -15&31 LOT —. C2 BLOCK A ADDITION SIZE CONN. DATE MADE NEW CONN. REPLACEMENT C I ONN. LOCATION: ALLEY STREET)K] TYPE OF MAIN T SHOW SKETCH ON REVERSE SIDE CORP STOP CURB STOP C To c THAW PLATE/NUT PERMIT NO, KEARNY WIRE CONNECTOR W. CURB STOP C TO I OTHER: CONN. CORP CONNECTOR COUPLING TO C TO I INSP. X BRASS BUSHING X GALVANIZED BUSHING COMMENTS: BROKEN MAIN, EXT. 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I. . :::::::: 1 •1' .. : I : :�� -iI s �� __• �� - .... ...........:: TERRA C E:_rAL(2QD_.L:AN:::::::.:.......:......: is- .:: Imp > Sewrd Ny. st9-Q537 s w1a sc cl. oma ' Ot00 /foo Ef00 ai00 4'd00 _ 5100 6f00 � � _—�---- ]tOp —� ]150 � ��--� : - � :... � � ��R<r°s _ as at. e x e•= ,. GovnRC Deei°ne°0N6 Cheeiud OAG WO. N°!g _r IIA+ C4T)T"L NMI �" Sheet'3 of 9' r-- t �S0'M 3,,OV,69o8N 0 �l N a WI W _ 8I iso o 06 9 • G-bLi 0 = co _ g yD LO a7 d °p o 4 b� • e��o _` _ 44d Sys ;Recrso 00 C/') "< 4+ 0 4 I N p CO o -`i .0.09 i o o �` W = o��;• N L� Ic6 .z•o� N 00 L--- O — — — oC6 V' cn `" �UaWGSp3 3V1 ,0L — — — �90'06 t o 3«� 1, 9Se0 LN J rn rn LO 11 ick C6 co W LO �7 co CD N CO n c� rSi ,SZ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # 1. GENERAL INFORMATION Complete legal description Location (site address or directions) Lending agency Day phone Day phone Mailin. g address Agen~ · " Address Day phone Unless otherwise requested, HAA will be held for pickup, 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: NOTE!: Individual well Community well X.' Public water If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting7 to the legality and status of system. 72-O25(Rov, 1/91) Front MOA~21 5. STATEMENT OF INSPECTION BY ENGINI~ER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm ~,~,~c Address ~-. c~. Engineers signature~_ Phone Date DHH$ SIGNATURE ~ Approved for Disapproved. Conditional approval for bedrooms. bedrooms, with thee following stipulations: Additional Comments Date The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their tending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Municipality of Anchorage JUL n ~, 1999 EPARTMENT OF HEALTH & HUMAN SERV C[--S- Environmental Services Division MUNICIPALITY Of ANCHORA~IIr~,,.~ 825 L Street, Room 502 · Anchorage, Alaska 99501 · ('~i~t~I~.-T~./S;~vlc~s Health Authority Approval Checklist Legal Description: Parcel I.D.:_02.0 '~c').$-2._...- ~-~, A. WELL DATA Well type Jq If A, B, or C, attach ADEC letter, ADEC water system number sent (Y/N) Date completed Total de'pt~... Cased to _ Casin~g~beJ~t (above ground) Sanitary seal (Y/~)'........ '-.. ~ir~'~ properly protected (Y/N) ~F~ROM WELL LOG /--"~' AT INSPECTION Date of test Static water level Well eroduction _.~/ "%'.~g..,p.m. WATE Fl SAM PLE..J~'~ LTS: Coliform // Nitrate '% Other bacteria sa'mple: Collected by: D. SEPTIC/HOLDING TANK DATA g,p,n' Date installed -~/2¢)/~-~' ~ Tank size l z..%o Number of Cornpartments ~.-~ Cleanouts (Y/N) Foundation cleanout (Y/N) ~ Depression (Y/N) ¢L/ _ High water alarm (Y/N) Date of Pumping ?-[?-V/~'~ Pumper C. ADSORPTION FIELD DATA Date installed Lengt~ ~,( L( W dth Effective absorption area Date of adequacy test. Sell .~__'/ff~ , J System type -~ rating ~g.p.d,/ft or fF/bdrm3 ' .~ ~ Gravel thickness below pipe (P, J _ Tota depth _ ~':~- Monitoring Tube eresent (Y/N) ~. Depression over field (Y/N) _v'LJ :~-I'-'Z'¢ l~¢ Results (Pass/Fail) _.r~t(~,~/;'J~)~ For_ ¢ bedrooms Fluid depth in absorptien field before test (in.); ~ _ Immediately after "---- gal. water added (in,): Fluid depth '"'-' (ins) Minutes later: Peroxide treatment (past 12 months) (Y/N) _ Absorption rate = If yes, give date .g.p.d. 72-026 (Rev. 3/96)* LIFT STATION Date installed Size in gallons "Pump off" level Manhole/Access (Y/N) L?~ump-o~l level at High water alarm level a.~}_-~- - V~/'~ Datum E. SEPARATION DISTANCES SEPARATION D T/,NCES FROM WEU-ON LOT TO: Septic/holding tank o? lot ,~// ~ On adjacent lots Absorption field on lot ~ ~ Public sewer~/ ~c Lift station service line SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Foundation J I I. Property line '~ ~ t Absorption field Water main/service line On adjacent lots Public sewer manhole/cleanout Surface wateddrainage / C'o"t Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: Property line J ":~' ( Surface water / Curtain drain Building foundation I'z~ Water main/service line ..,.~-~-I Driveway, paiking/vehicle storage area Wells on adjacent lots /c~o F. ENGINEER'S CERTIFICATION I certify that I have determined thru field inspections ~nd review of Municipal in conformance with MOA HAA guidelines in effect on this date. Signature ~ Engineer's Name -~-[-r.J~,3~,c) Date ~/4 l ~ ~ s are HAA Fee $ ~ Date of Payment Receipt Number~/-~ Waiver Fee $ Date of Payment Receipt Number 72-026 (Rev. 3/96)*