Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SOUTHPARK #2 BLK 1 LT 16
Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP201449 PID Number: 020-501-06 Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade Name PHILIP JOHNSON ABSORPTION FIELD - EXISTING ❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address 15650 SOUTHPARK LOOP, ANCHORAGE ❑ 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 SOUTHPARK #2 1 16 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 Ft' Ft. Well 200'+ -- 25'+ TANK ❑ Septic ® S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1500 Gal. Surface Water 100'+ -- Material HDPE Number of compartments 2 Lot Line 10'+ -_ NA Foundation 10'+ __ LIFT STATION Manufacturer ORENCO Capacity 1500 Gal. Remarks A+ VERIFIED IDSF PANEL / CONTROLS & SERVICED EXISTING IDSF. Alarm location GARAGE Electrical installed by MOAINSPECTED Tank to PIPE MATERIAL House to tank 3034 3034 Installer A+ drainfield Drainfield CO/MT 3034 Inspector FWCS BENCH MARK (Assumed elevation) 100 ft Inspdection X51 5/24/21 2d 5/24/2021 LJ Location and description 3`d 41n BOTTOM OF SIDING ON-SITE WATER AND WASTEWATER SECTION APPROVAL Conditional Approval: Date i '•:tp�,, " " " " " ' • • ' % Septic System ApprO Date C-3 27 Curtis Huffman �����c��l •.,C8/18/202 et.•'•ffl� Note: this approval does not include well permit requirements.�`F�PRQFE_S pp p ,`'.- �1®��11 tr[Cv UJ/UL/ 1 O) PID: 020-501-06 PERMIT: OSP201449 LOT 17 LOT 15 ULUUMMiJJ1UNLU tXIJ I INU S.T. & INSTALLED NEW 1500—GAL HDPE SEPTIC STEP TANK & RECONNECTED TO EXISTING FIELDS. A+ VERIFIED IDSF PANNELL & SERVICED IDSF FIELD. 10' TELECOMM. AND ELECTRIC EASEMENT N880 50'01"E 222.73' (R) 999.57' lMl SEPTIC SECTION SCALE, NTS SOUTHPARK #2 BLOCK 1, LOT 16 PREPARED FOR: PHILIP JOHNSON TRUST... 15650 SOUTHPARK LOOP ANCHORAGE, AK 99516 FIRST WATER CONSULTING 13030 SUES WAY ANCHORAGE, AK 99516 907-350-9566 firstwaterAK©gmoil.com Fwc. S 41�z DATE: 8/18/2021 SURVEY: LCG DRAWN: FWCS SCALE: V, = 30' 'S3SOd21nd NVId-101d 2103 NO'SIN11 3DaQ Pooh Vti917196 :d32i 6E/LZ8 :9d/8d ,OE =.. L :31VDS A183d02Id 9NIHSIl8V1S3'dOd'N0117ndISNOJ 2103 03sn 38 NOld3H VIVO ANV OInOHS —X—X— DN3d S3DNViSNnDdlD ON 2130Nn 'lVld NOISlAl08ns 0302IOAU 3H1 NO dV3ddV ION 8ueylanp 9EZEMS :41219 9S :AS (13)193H7 00 HDIHM S9NIXVi AVM -d0 -1H9121 210 SNOIll1211S32I'S1NVNIAOD'S1N3N3SV3 ANV AO aia Duol ;•.: 310H NVIN £ LZ £8 :lb'ld dd :J B NMV210 3DN31SlX3 3Hl 3NINd3130 Oi ALIl181SNOdS321 .S213NMO 3Hl SI 11 :31ON AWNOismDX3 o- 0D# lnO NV31D :: ileydsy .:::::. b90 LZ :2134210 >1210M 20Z/SL/9 :31V(l NMV21a '0310N NVH1213H10 :ON3931 1SIX3 SiN3NHDVOdDN3 ON ONV 53NI1)L IDd021d 3H1 NIH11M MV N03213H1031Vn11S S1N3N3AO21dNl 3H11VHi S313112i3D ONV 9NIMV21(1 SIHl NO NMOHS SV ),LdIdOud 3Hl dO A3AbnS IVJISAHd V 03.11nONOD SVH DNI 'HD31NV1 DDI :NOI1V7131i213D A3Adn5 O(IV 000-90-105-OZO 413AVd d001 >NVdHi nOS 0595 L :SS32i 'HJ31NVl DDI JO 1N3SN07 I N31-MJM a3SS321dX3 3H11nOH11M NVId 101d V SV 3sn aoi 431dI00N 38 lON ]]VHS 9NIMV8(1 SIHl 1 31O N .SZ Z'ON N011lClGV 11 I fl8-Stf NOlslnla8ns >RlVdHlnos 'L NDO18 '9l- 101 :N0I1dIdDS30 1V931 (W) .LSZZZ S L lol (2�) .£L'ZZZ x..60 .05 a88N SL iol S3DIAdDS 9NIllf1SN09 2i31VM 1S2ild 'Nd]iS3M 1N32i8 M 432134210 899 973 d ryi2>7�/»0 '�+nva�gv • a�/» �t/v S868-EbZ auoyd aulluleN :)uj 1 ITTI� �7 �L L6Z5-Z95 auoyd luawlieda0 AananS 10566 elsely'a9e.loyDuy y - - laaJ1S H OSZ 1N3N3SV3 DMID313 GNV MN0D3131 .OL w 4 /OD 9 L_ a z� 3SnOH w� 9 N US IX3 'o CP rn 65.6 �� o tiff LL 101 0 0 �ouolssado O QJ dq� NVH V -IVO N3A31S ................................ Fri- 6 'y5 V 1DVdi MUNICIPALITY OF ANCHORAGE 0-n- ita Watar & tthlastawater Program PQ $mc I 96aw 4704 Elrnpwa Road Anchor*gdk, Alaska 9WI9.0050 P"ne' X9U) 545.7904 Fax X983) 363-i99T hftp:fNPww.muni.arg�unr,ile On -Sate Wastewater Disposal System Permit Permit Number. OSP201449 Work Type. SeptleTank Upgrade Tax Code Number: 02050106000 Site Legal Address, SO UTHPAR K #2 SLK 1 Lrt 16 G=5236 SAL% Mailing Address: 15654 SOLITHPARK LOOP, Anchoriage Cwn ar= JOHNSON PH I UP C HARLES ALASKA Design Engineer= FIRST WATER CONSULTING This Permit is for the construction of. Effective Gate: Expiration date; fin£ nr a � { eJI<Ll Liuurri Lot Sino in Sq Ft,. Total Bedrooms,. 1012MZ020 10127021 25996 ❑ ❑ispv5al Field El Septlo Tank ❑ Hotding Tank ❑ Privy ❑ Private Wel I El Water Storage All oa nstru(;tie n 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 Wast water U ispasal Regulations (18AAC72) and Drinking Vater Regulations (18AACBD) 3_ The wastewater code requires inspections during the installation, The -engineer shall nu* the Development Services Department per A MC 15,65, Provide nollfkaatlors by calling (907) 343-79{ 4 (24f7), 4. From October 15 to April 15, a subsurface soil absorptlon systern under construction during Freezing weather shall be eilher: a_ Opened and Closed o.,i the same day, or b_ vered, sealed, and heaved to prevent freezing Special Provisions: 1. The controls for the pump vault is to be for an I D S F system. Confirm This on the Record Grawlng, 2_ The Record Orawin0 is to show the location of the ureter line. 5. Prior to COSA approval, non-obi-edions for the fieid in tl�e easement are to be obtained_ 4. Prior to COSA approval. far-oWy line wa ivers may be needed, Received By: Date: 1 1712020 Issued By-. Date: /0/z ; 71Z 0 4 i ' 1. *'W U.D t P Y • F. Development Services Department' On -Site Water & Wastewater Section Parcel I.D. 020-501-06 ON-SITE SEPTIC/WELL PERMIT APPLICATION Phone: 907-343-7904 Fax: 907-343-7997 Property owner(s) PHILIP CHARLES JOHNSON TRUST... Day phone 9073129400 Mailina address 15650 SOUTHPARK LOOP, ANCHORAGE, AK 99516 Site address 15650 SOUTHPARK LOOP, ANCHORAGE, AK 99516 Legal description (Sub'd., Block & Lot) SOUTHPARK #2 B1, L16 Legal description (Township, Range & Section) Lot Size 25,996 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank 0 Upgrade 0 Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: � 1 b 3, � 5 (�,O V I -11) waiver Fees: Date of Payment: (D =-2-f Z2) Receipt Number: 22--S Permit No. a S a 0 1 H y I Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc 13030 Sues Way, Anchorage, AK 99516 907-350 -9566 / firstwaterAK@gmail.com October 22, 2020 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC TANK UPGRADE PERMIT LEGAL: SOUTHPARK #2 BLOCK 1, LOT 16 The owner has requested that we obtain a septic permit to upgrade the existing aged steel septic tank on the above referenced lot. We propose to install a 1500-gallon HDPE tank with lift station per the attached design to serve the existing 4-bedroom residence. The lot and area are served by public water. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201449, Deb Wockenfuss, 10/27/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201449, Deb Wockenfuss, 10/27/20 DEPARTMENT OF HEALTH AND HUMAN SERVIGES ENVIRONMENTAL SERVICES DIVISION . P.O. Box 196650 e Anchorage, Alaska 99519-6650 · Te ephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ~-Sq~ O ~z¥1 PID Number: O,-'1"O--O¢'3--/~ Name: ~ ~ ~ ~ ~d~ ~ Wastewater System: ~ New, ~Upgrade Address: ~6~O ~o~¢~ ~o¢ ABSORPTION FIELD P~ ~--~ IN°'~edrO°ms: ~ Deep Trench ~ Shallow Trench ~Bed. ~Mou~d ~Other Total Depth from'ornade: , LEGAL DESCRIPTION soi,,~,.,: ~ GPD/Sq. Ft. ~ U New U Upg rad~ I ~1 Ft. ~ .'- ~, ~ Ft. .. ~ ~%~ TANK SEPARATION DISTANCES e Septic D Holdi,g ~S.T.E.P. To Septic Abso.ption Lift Hotdlng Public/Privat( ~ Sudace Line '~ ~ ~A ~ / Sizein gallons: Manufa Foundation ~+/~ ~ ~ i~,;~ ~ ~ "Pump on" Isys] at: "Pump off" level at: C,,ai.Drain ~1~ ~ --~ O~Pump Make & M0de, [ Electrical Inspections pedor~ed by;.~ Remarks: ~oo~ P~ ~ ~ BENCH MARK Assumed El vatIon: inspections pedormed by: ~ ~;~ Dates: 1st ~37 Department of Hea th and F la~l Se~ices approvm Reviewed and approved by ¢.~ ~ Date: ~ [ ~C = 3L7 A~ = 34.8 AB = 18,2 / AF = 33,a CBNNECT~ 1,aS INCH ~///~ 3F = ~8,3 PRESSURE ZINE TB THE~ ~/////A A ~'X ' ~ ~ / ~AIR L~NE, SEE EXZST~NG ~BTE PEDESTAL = ~0,00 %~ ~ //'~ ~E~ 1500 GAL STEP TANK ~ ~TELEPH~NE PEDESTAL TELEPHONE PEDESTAL THE NE~ 3BTTBNLESS ISF IS EQUIPPED ~ITH FLUSHING VALVES, THE VALVES ARE LOCATED ALDNG THE NORTH END BF THE ISF BED. THE TOP BF THE FLUSHING VALVE 3BXE~ ARE AT AN ELEVATION BF APPRDXINATELY 101,1 FEET, PER THE CONTRACTOR (A+ HONE SERVICES) A PIECE OF REBAR ~AS PLACED NEXT TO EACH SO THAT THEY CAN 3E NBRE EASILY LOCATED, THE AIR CDNPREgSBR IA A THBNAS INDUgTIREg, NBDEL 5070, Ag SUPPLIED 3Y ANCHORAGE TANK. THE AIR LINE IS 1/~ INCH DIA, 2CH, 40 PVC~ INSULATED ~ITH 1/8 INCH FBAN PIPE ~RAP (RD VALUE), INSIDE A 8 INCH ACH. 40 PVC JACKET, THE LINE IS BURIED TB A DEPTH BF APPRBX. 3 FEET, BOTTOMLESS INTERHITTENT SAND FILTER , DATE: 5/84/97 DRA~N~ GARNES2 SCALE~ ~, = ~0¢ lB' x 20' BnTTDMLESS 1 INCH PVC J ND LINER DN BDTTDM, / PRESSURE PIPING DESIGNED HEADER, ~ BY DRENCD, AND SUPPLIED i TUBE AT EACH CDRNER, AIR LINE CDIL ~ ~ ' FLUSHING VALVE i i ~ (TYP), BURIED WITH SPACED AT APPPRDX ~ i o REBAR MARKER, TDP B FEET. BRENCB /' it i i i DF VALVE DBX AT 'WAgTEFLDW' TYPE / ·i PRDVIDE]] 3Y // ~ ~Y kJ i / 101,1 APPRDX, ANCHDRAGE TANK. ~ ~'--Y /~3/4' PVC LATERALS P~ nF TN~H~ATTDN BDARD /INVERT ~ 99,a5 F~I~IN-&-~E~-DF THE / /WEST S~DE DF THE ISF, / FFILTER FABRIC / BDTTDM DF SAND~ [ ] / / FILL ABDVE DRIGINAL / / / / ~ ~A~E. ELEWTmNS / / / / / mVE~ ~ VArY F~mM - '~ , ........ / 102,2 T~ 103,5, MIN, ~~ CDVER OVER PIPE = ~'+ ,N .N ... .. .... 6 ~ LAYER DF 3/8~ PEA GRAVEL WITH THE PVC LATERALS BURIE~ N / 2,45 FEET DF FILTER SANS, MIDWAY IN THE STRATUM. ~ / CPFS ~INTER RDAD L BDTTDM DF SAN3 AT TDP DF SAN3 AT 98,97, PREPARED BY: ALASKA WATER & WASTEWATER ~F. .,~._ ,... DATE: 5/25/97 ]]RAWN: GARNESS SCALE~ NTS AS-BUILT DRAWING / DUAL 1,85 INCH PRESSURE LINES, ONE GOES TO OLD BED AND THE OTHER GOES TO THE NEW ~OTTOMLESS ISF, FLOW CAN BE DIVERTED ~Y SWITCHING VALVES IN THE LIFT STATION, NEW 1508 GALLON STEP TANK. ANCHORAGE TANK. INLET INV, = 111,60 TANK SET LEVEL WITHIN ,03 FEET, $ INCH DIA, CAST IRON FROM HOUSE. INVERT AT CONNECTION TO OLD GRAVITY LINE = 113.73 4 INCH PVC FROM CAST IRON LINE TO THE STEP TANK, SEPTIC AS-BUILT: LOT 16, BK lj SOUTH PARK PREPARED FHR: JAMES & CAROL WRIGHT ALASKA WATER & WASTE~/ATER DATE~ 5?85/97 I DWN~ GARNESS I ISCALE: NTS MUNICIPALITY OF ANCHORAG DE~TME~T OF HEALTH ~D HU~ SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502~ CHO G , A ASKA ON-SI E AST AT m DISPOS m SYS M <UPGRA m O~ER NAME :WRIGHT J~ES R & CAROL 0~1~~~ O~ER ADDRESS:15650 SOUTHPARK LP PARCEL ID:02005215 LEGAL DESCRIPTION: SOUTHPAR~ KD~N 2 BLK 1 L% 16 LOT SIZE: 25996 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 Ai~D 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 PROVIS] )NS. RECEIVED BY: ~/ff~~ ~ DATE: '~./~ Rick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 October 9, 1996 Jeffrey A: Gamess, P~E. Alaska Water & Wastewater 8471 Brookddge Drive Anchorage, Alaska 99504 Subject: Waiver Request for Lot 16 Block 1 Southpark Subdivision #2 Waiver Request # WR960050, PID #020-052-15 Dear Mr. Gamess: Your request for a waiver of the required 10 foot separation between an on-site wastewater disposal system and a lot line has been approved, The Waived distance is 1 foot to the west property line. This approval applies to the existing on-site wastewater disposal system lot line separation only. Any future upgrade to the on-site wastewater disposal system will require all separations be met or another approval from this department. If there are any further questions or concerns regarding this waiver, please call our office at 343-4744. Sincerely, Daniel J. Roth Civil Engineer On-site Services DJR/ljm:Wright MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-site Services Section Waiver Review Worksheet WR~ WR960050 PID~ 020-051-15 HA~ Permit Date Received: September 23, 1996 Legal Description: Lot 16 Block 1 Southpark #2 Engineer: Jeff Garness, Alaska Water and Wastewater 8471 Brookridge Drive, Anchorage, Alaska 99504 Applicant: James & Carol Wright · Waiver Requested: Lot line waiver to the west property line of 1 foot Criteria: 1. Geology: Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: 2. Special Conditions: 3. Other: Waiver is Granted: ~ List Conditions or Reasons Waiver is NOT Granted: for above: Date: By: p~/~ Name of Reviewer Rec ~: #02248/2526 Amount: $ 115.00 Date Paid: Sept 23, 1996 Water & Wastewater 8471 Brookridge Drive N Anchorage ~ Alaska 99504 (907) 337-6179 - Fax (907) 338-3246 Consulting Engineers September 21, 1996 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref.' Sewer Upgrade for Lot 16, Bk 1, Southpark #2.. To whom it may concern: The existing.4 bedroom house is served by an onsite septic system, and community water. The dralnfield will not pass an adequacy test (surcharged) at this time, and must be upgraded prior to the sale of the house. Comments reg~rdingthe proposed upgrade are summarized as follows: 1. GENERAL: There are a number of site restrictions which limit the available spots to put the new drainfield. Numerous perk tests along, the north, east, & south sides of the house revealed the soil in these areas to be impermeable. See the attached drawing showing test hole locations. · The lot slopes down steeply, from east to west, on the west side of the house, which dictates that the new field must be west of the existing bed. See the attached topography drawing. · In addition to the poor soils, east of the house, there is a 30 foot g0~s/dralnage easement~ & the driveway, which further limit development. · The water seruice line_runs from the northernmolL c. omer of the lot to the north end of the house. Given these restrictions, it appears that the only suitable site for the septic upgrade is the west comer of the lot. Because of the space constraints, I am proposing to install a bottomless, Intermittent Sand Filter (ISF). 2. SOILS: A soils test was done at the proposed site in 1983 by AECS (LerolLReid, P.E.). According to the log(copy.attached), the soil, to a depth of 12 feet, is classified as a silty gravel (GM). A percolation test was mn at a depth of 2.5' to 3.0' and indicated an absorEtion rate of 28 mirdinch. No groundwater was encountered. Another soils test was performed by AECS in 1983, j~st east of the existingdralnfield. The log_indicates them is a GP/GW layer at a depth of 4.0' to 7.25'. By placing the bottom of the new ISF at a maximum depth of 5 feet (on the uphill side)~the bottom of the sand should be on this GP/GW la~er. Water was encountered at a depth of 9 feet. " 3. TRENCH DESIGN: Bottomless Sand Filter (BSF) a. PemolationRate: 28 minutes/inch b. Allowable Application Rate for BSF: c.. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. IVlinimum Absorption Area: 300ff f Effective Dep~th; .5 feet g. Width: 19 feet h. i. J, k. 2 gallons/day/ft2 Length: 19 feet. Effective absorption area = 360Rg(>30Off2 OK) Air Supply; Thomas Industries,' Model 5070, "Anchorage Tank". Air Supply Line: "Wasteflow" emitterline, 1/2 inch I.D, "Anchorage Tank". 1. Sand Material: Central Paving.Products "Winter Road Sand'! m. Pea Gravel: 100% passing 3/8" sieve, less than 20% passing the 1/4" sieve, and less than 1% passing.the #8 sieve. We are proposing to excavate down to a maximum depth of 5 feet, plaee 6 inches of sand, install the air supply line, and cover it with 1.5 feet of sand. On top of the sand, we will place 6 inches of 3/8 inch pea gravel, with the pressure laterals midway in the layer. We will use a conventional lift station (Anchorage Tank), equipped with a programmable timer so that flow can be intermittently dosed to the ISF. 4. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 5. TOPOGRAPHY: See the site plan for topography information. The lot is generally flat at the proposed site for the ISF. Just west of the lot comer, the ground slopes at approximately 24% down to the septic system on Lot 17~ Bk 1 (see the 1" = 100' site plan, which shows the subject drainfield). To the west of this septic system the topography drops off sharply (<50%). Based upon my field measurements, it appears that the ISF will be at least 50 feet away from any slopes greater than 25%. 6. ALTERNATOR VALVE: The lift station shall be furnished with two outlets, and a valve configuration, so that flow can be diverted periodically to the old bed system, allowing the ISF time to completely recover. This should make the proposed design fairly conservative. 7. LOT LINE WAIVER: Due to the limited space, it will be necessary to "crowd" the ISF against the "west" property line. I am req_uesting~that the required separation distance to the property line be waived to only 1 foot. There are no wells, or septic systems which would be affected bylthis encroachment. The $115.00 waiver fee was submitted with this package (paid by Alaska Water & Wastewater). 8. MATERIALS AND CONSTRUCTION PRACTICES: The materials used, and the construction practices will comply with DHYIS' "Intermittent Sand Filter Design, Installation & Maintenance Manual'. The contractor should read this document prior to construction. Copies are available at the Municipal Onsite Services office (Sth floor, 9th & L St.). 9. CLOSING: Given the site restriction, and the soil/gr0und~vater conditions, I think the ISF is the most viable option for this lot. I am open to any suggestions from your department, which would be an improvement to the proposed design. I am unaware of any adverse impacts this installation would have on adjacent wells (there are none within 200 feet) or septic systems. If you have any questions,, please contact me at 337-6179~ or on m7 distal pager at 1-800-481-1162. Thank you for your assistance. Sincerely~ O~//~sau(~t~, P.E., M.S. C.Ci James & Carol Wright James & Carol Wright Design Package.wps UNgEVELOPE3 ,/ · : LOT I8, ~K [ ~ \ COMMUNITY ~/ATER \ \, & PRIVATE SEPTIC COMMUNITY VATER AN~ PRIVATE SEPTIC, SEPTIC AREA LOTS ON EAST SIgE DF SOUTH PARK LOOP HAVE PRIVATE SEPTIC SYSTEMS, AN~ ARE SERVEO BY A COMMUNITY ~ATER SYSTEM. SEPTIC UPGRADE, PREPARED FOR~ PREPARED ~Y, iDATE, 9/81/96 LOT 16, ~SK 1, SOUTH PARK #2 JAMES & CAROL WRIGHT ALASKA WATER & WASTEWATER SERVICES ~_ /~96,9 1984 PERK TEST, / WATER ~ 9 FEET, / INTERMITTENT BBTTBM- ] ~ . : ~ --83,3 , : ~ · 94,4 70,3~/~ ~77,0 (APPRBX,)~~ ~983 PERK TEST, NB GRUUN9WATER TB t8 FEET, ~8 H~N/ZNCH, ~BUL; REBU~RE APPLZC~TZBN RATE BF ,45 76,95 GP3/g~,FT, TBPBGRAPHY DATA SEPTIC UPGRA,E, LBT 16, BK 1, 'BUTH PARK "R PREPARE~ BY, ALASKA WATER ~ WASTEWATER 9ATE~ 9/21/96 9RAWN~ GARNEgS :SCALE, 1' = 20' i HOUSE 1983 PERK TEST, NO \ GROUNDWATER TD 12 ~ TOP DF DECK~ GARAGE \ FEET. 28 MIN/INCH ~ = 100,00'--~. ~ \ PERK AT DEPTH UF ~ ~ ~ /--AIR CDMF~ESSDR / ' ~ TANK, SEE NDTE 3, ~NEW 19' x 19' BOTTOMLESS SAND FILTER. gEE DETAIL DRAWING. 1. EXISTING PROPERTY LINE AND UTILITY EASEMENT ARE FLAGGED IN THE VICINITY DF THE NEW BOTTOMLESS SAND FILTER. 2. THE AIR COMPRESSOR SHALL BE A THOMAS INDUSTIRES, MODEL 5070, Ag SUPPLIED ~Y ANCHORAGE TANK. THE AIR LINE SHALL BE 1/2 INCH DIA. ~CH. 40 PVC, INSULATED WITH 1/2 INCH FOAM PIPE WRAP (R3 VALUE>, INSIDE A 2 INCH ~CH. 40 PVC JACKET. THE LINE SHALL BE BURIED TD AN EQUIVALENT DEPTH DF 3 FEET. 3. THE NEW STEP TANK SHALL BE EQUIPPED WITH A PRDGRANABLE TIMER FOR INTERMITTENT DOSING. IN ADDITION. IT ~HALL ~E EQUIPPED WITH PIPING AND DUAL OUTLETS gO Ag TD ALLOW MANUALLY ALTERNATING FLOW BE~TEEN THE NE~ AND OLD DRAINFIELDg. TANK AND CONTROLS SHALL BE SUPPLIED BY ANCHORAGE TANK. BOTTOMLESS INTERMITTENT SAND FILTER : ~, ........ ..~.,1~ PREPARE3 FOR: JAMES ~ CAROL WRIGHT ~ · m PREPARED BY, ALASKA WATER ~ WAgTEWATER ~?* ..... "~ ~ATE= 9/~/96 9~A~N= GA~NEgg ggALE~ ~' = ~' ~A~ r% 19' X 19" ISF ENCLOSURE, 1/8 INCH PLYWDDD FRAME 1,50 ~ 16,00 1,50 1,25 INCH PVC mI__L HEADER, ~ -- STEP TANK, ~ ~ 150 L,F BF AIR LINE ~ ~ . ~I--FLUSHING VALVE SPACEB ~l APPPRDX ~ ~ ~ } ~ /~ (TYP), IN~TALL , ANCHORAGE TANK, ~ ~ X X 3/4 INCH DIA,, D~H 40 PVC (TYP), 1/8' 4 INCH DIA MONITORING X X ~, HOLES AT 8 C,C,, AN3 ONE AT EACH TUBE AT E~CH CDR~~ LEND (9 HOLES PER LATERAL), 63 HOLES TOTAL, AT 5' DF PRE~SURE HEAD THE FLD~ PER ORIFICE = ,41 GPM, THE TOTAL FLD~ = 85,8 GPM, ALL HOLES SHALL FACE DO~N, PRDVI3E ORIFICE SHIELDS, A? LINE SHALL BE x PROVIDE 8' OF RIGID INSULATION 6 ABOVE BOTTOM ~DN ALL SIDES, AND TOP, DF DF SAND, ' ~ ~ CBVE~ MIN, B~IGINAL G~E 6 ' LAYER OF 3/8' PEA GRAVEL ' ~ FEET BF FILTER =AND, MATERIAL SHALL WITH THE PVC LATERALS BURIED N BE CENTRAL PAVING PRODUCTS WINTER MIDWAY IN THE ~TRATUM,~ SAND', BR APPROVED EQUAL, 3BTT~MLEgg INTERMITTENT SAND FILTER DETAIL PREPARED FOR, JAMES AND CAROL WRIGHT PREPARE]3 BY~ ALASKA WATER ~ WASTEWATER l~' . ,. ,~ 30 K~OT RADIUS' ARE DRAWN ~AIL PERK 1983 ART]UNO THE FAILED PERK~ ,~ I _ TEST HI]LES, THE LI]CATtON nF THE FAILED PERK TEST HOLES IS APPROXIMATE, I THE LOCATION IS BASE]] / , ~ UPON 'CRU1)E' SKETCH / ~ ', ~",. ~ I PRBVIDE]] I~Y LERBY REI]~,/\ _~, P,E,, 1983, DRAWING nN '/ X PERK ~T,~.(9/gG)~/ ~ / ................ , 1983 PERK TEST, N~ GRDUNDWATER ~ TESTS 1983,/ T~ 1~ FEET, 28 MIN/INCH, WOULD ~ PREPARE~ ~Y~ ALASKA WATER B WASTEWATER ~,,, DATE~ 9/21/96 DRAWN~ GARNESS SCALE~ 1' = 30' R~CE 2. 3. ? 13- 14 t?, ",~'~//--.~ ~-- X MUNICIPALITY OF ANCHORAGE ?~(~) DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME/~ ~ ~. PHONE MAILING AD'D~ ESS ' LOCATION NO. OF W I . Absorption area Dwelli N Z Manufacturer ~ Material /~ No. of compartments /~ IF HOME.DE: ~ ~ ~ DISTANCE TO: Well Dwelling PERMIT NO, O ~ Manufacturer Material Liquid capacity in 9aUons ~ Well Foundation Nearest lot line PERMIT NO, ~ No. of lines Length of each line Total length of lines Trench width Distance between lines inches ~ Top of tile to finish grade Material beneath tile Total effective absorption area . Length a~' Width~o, ~' ~ Depth ~' ~ ~ Type of crib ~/~ :rlbdiameter ./~ CrJbdepth ./~ T dial effectlve absorpt~r~a~__... DISTANCE TO: ~m ¢>~0Ol] Building undation ~ Clas~ .' Depth Driller ¢ ' Distance to lot line PERMIT NO. ~ Building foundation Sewer line Septic tank Absorption area(s) OTHER DE! '[, L r , ....... PIPE MATERIALS ck~ ~0 4~E] ~AL p~C EC~' D~ SOIL TEST RATING J , ,jU 1 DEPF!RTI'"IENT OF'-HE¢~LTH FIND EN',/IRONi'"IENTR.L PROTECTION 8;2:5 L S;TF:EET., FINCHOI:;~'.REiE., RI-( :~9502L PE~?II T NO: DRTE I'-Z'%UEE:,: RPP[...]: CFINT: RLI"lOi",!D, I NC. FIDDRESS: F'O BO',,..',' it-.2247 RNCI-..IF'IRRGE, Ri-( CONTtaCT' PHONE ]i:45-3:82::L LOT: :1.6 F:F:INGE: ]:1-,.1 BLOCK: '1 LEGFIL DESCF,.':]:F-' SUE:DI',,,'IS;IOt",!: S;00TH PARK ~2 SECTiOi",I: 2 TOI.4NSHIF": LOT SIZE: 2599(5 ,::SQ. FT. OR FICRES::, Fff:~X BE[:,ROOi:'IS: L. iS'I"ED BEL. OI.q FIF:'.'E THE OPTIONS FI',,,'RILRBL.E TO YOU IN DESIGNING '.tOUR SEPTIC SYSTEH. CHOOSE THE OPTION THRT BES;T FITS YOUR SITE. DEPTH 70 F'TF'E BI'"IT'I-I-Ihi ,::FT. ::, .~.e 4. 0 GRFI',,,'EL. DE:PTH (F'T:) ~ d, 4. 0 0. 5 TOTRL DEPTH (F'T.) ~'. ¢ B. 0 4. 5 7. 5 GRFI'-',,'EL. I.,.!I[:,TH (;FT. > 2. 5 2'7. 0 5. 0 GRR',,,'E[... LEt'qGTH (FT. ::, //o.¢/ 13:8. 0 :+::+: 54.. 0 '119. 0 GF4:RVEL VOLUI"IE (C:L.I. "r'E:,S. ]' 57. 5 54. 0 88. ± I'RNI.( SIZE ,:: I3RL.S .'.' .1., 250. 0 :+::+: ±, 2..'..18. 0 :+::+' .1., 250. 0 SOIL. F:.'F!TING (SQ. F'T. ,.¢E:F::) 275 24.2 275 ......... '-' ~,;.l:.l.:,il..lIF..~ .... I'!ULIIF_E I~:UI'-,I:5 ('NF~I- EXCEEDING 75 FT. ERE:H::, :+::+: GF::FI',,,'EL P'['. ":i-Fl...I 3:. 7F F !. - ..... ,:,: , ' ..... ,I . _ L. UI tF I"IR I1EI'I F_, :~-::4.: "rFIi'.4i.::; !',II,..IST i-.,iFIVE FIT LEFIST TI,.tE - ' I CERTIF'¢ THFIT: I FIh'l FF'iI'~IILIRR F!ITFI THE REE:!UIREI'¢IENTS; FOR ON-BITE SEI,.IERS FIND IflELLS RS SET F:'ORTH B'¢ THE HLINiCIF'FtL. t]*Y OF FINCHORFIGE (i"lOR) FIN[) ]"FIE SI"RTE OF RLRSKR. 2. ! 1.4IL. L. INSTI.:iL.L. THE S;'¢STEi'I IN FIE:COf~:DFINCE 14:t;TH FILL i'dOR CODES FINE:, REGULFITIONS., FIND IN COI'fiPL.!FINCE 1.4I-EH 'THE DESIGN CRITERIFI OF 'THIS PERI-flIT. ~.. i P.iIL. L RE:,HERE -FO F:tI..L i'lOi.:l FIND STFITE OF FIL. RS;I.(FI RE(4UIREI-"IEI",ITS FOR THE SET BRCK DI'STFINC.F.':S; FROi:"I F!i",lh" EXISTING 14EL. I .... I.,.ii-:IS-I"EHFITER B!ISPOS;FIL S'¢BTEI'I OR PUBLIC: SEI.4ERFIGE S'¢STEI"i ON 'THIS; OR FII'4'T' RD.fl'FICEI",IT OR I'-r!EFIRE','~' LOT. 4. I UNDEI.;:STFIND THFIT THIS; F'ERI'fli]' I:.:;, ',,,'RLID F'OR B I.dFIXIi-dUt'd OF 4 BEDRO0t"IS FIND RN'-r' ENL.I.:IF;'.GEFIENT I.,.IIL. L REL.":iUIRE FIN RD[:,ITIONFIL PERf'IIT. IF F!'L.]:FT STFITiON IS INSTF:iLL. ED :i:1'.,! FI(',! FIRER COVERED E,"¢ i"10R BUILDING CODES, THEN ':.':!.) RN EL. ECTF'.!E:RL F'EI:~'.i'"IIT FII'.,ID INSF'ECTtON i'"IUST BE OBTFIINED: (2:( RS-.BUILTS I.,.IILL. NOT BE FIPPF:.:OVED HI'T'HOLIT RN EL. ECTRICRI._ II",ISPECTION REPORT: AN[:, (2:> THE ELECTIq'.IE:F¢_'_ I.,.tORi.::: f,ILIS!" E:E DONE B'T' R LICENSED EL.EC:TRIC:[RN. - 0 SIGNEE:, / ~ - ~ '- DFITE: FIF'F'L):CFIi".FF: FILI"IOND., LfNC:. ' DEPT. OF HEALTH & I , ' ~NvIRONMENTAL P~O~[CTiO"~UNiOiPALiTY OF ANOHO~AGE ~A~ ~4~ENT OF HEALTH AND ENVIRONMENTAL PROTECTION L, Street, Anchorage, Alaska 99501 264-4720 RECEIVE SOILS LO~- PERCOLATION TEST ~J SOILS LOG [] PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 SLOPE DATE PERFORMED: SITE PLAN 10 11 12 13 14 15 16 17 18 19 20' COMI PERFORMED 72-008 (6/79) -- TEST RUN ~BET~EEN · FT AND (minutes/inch) -- FT ....... [ .... I,'~ 0,- ANCHOR&GE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PRO} [.CTION PFqCOLATION -=:SOiES LoG 2 PERCOLATiON TEST ................... /.1~, 5,. t~ ~ -'t PERFORMED FOR: LEGAL DESCRIPTION: 7 8 9 10 11 12' 13 14 15 16 1; 20~ COMMENTS D WATER ED? IF YES DEPTH? Reading / DATE PERFORMED: Z/~//~, 13 (~/ ,/ ~, ~r~,,,,~-,;~" SLOPE ~.~.~' SITE PLAN Gross Net Depth to Nel Time Time Water Drop 5': p.) ,~. ~5 .~.¢V 5 'd? ~ '-2'2 PERCOLATION RATE TEST RUN BETWEEN ~ FT ,r ,.,it ~ l¢,,~ ; n "t1,~; CERTIFIED BY: · 72-008 (6/??) " MUNICWAUTY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I. D. 020-501-06 1. GENERAL INFORMATION Complete legal description SOUTHPARK #2 BLOCK 1, LOT 16 Expiration Date: 9—T-2-0,23 Location (site address) 15650 SOUTHPARK LOOP, ANCHORAGE, AK 99516 Current property owner(s) PHILIP JOHNSON TRUST Mailing address Real estate agent Day phone 15650 SOUTHPARK LOOP, ANCHORAGE, AK 99516 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: Private Well ❑ Water Storage ❑ Community Well Community Public Water System ❑ Day phone TYPE OF WASTEWATER DISPOSAL: Private Septic Holding Tank ❑ Community ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 5 60 Waiver Fee $ Date of Payment V7_ 5ZZ Receipt Number SO 5 2q 2 COSA # Of., G 2115 I O Date of Payment Receipt Number 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. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Address 13030 SUES WAY, ANCHORAGE, AK 99516 Engineer's Printed Name CURTIS HUFFMAN, PE Date 811612021 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the • • well and septic system. Therefore, any estimate of how long a system will function satisfactory g�Q:•' �9 }�� for current or future occupants or guarantee that no unseen encroachments, deficiencies or J discrepancies exist can be given by First Water Consulting& FWCS ' *' TH •'* rr .... .... 6. DSD SIGNATURE 0 / Curtis Huffman e System #1 A roved for i bedrooms r�� �F��'•. CE 128991 . � w 1 F0PROFEESSOWSSI�NP� System #2 Approved for bedrooms i\���� Disapproved Conditional approval for bedrooms, with the following stipult Tfg ..,\`\�G L1TY OF(6111, g ,..0/V-S/Tp APA�ER qN p PR00F,' R o \ J1))lllllll ) _z _ Original Certificate Date: z The Municipality of Anchorage Development Services Division (DSD) issues 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 Advisory Well Flow Advisory Other P Legal Description: SOUTHPARK #2 BLOCK 1 LOT 16 Parcel ID: 020-501-06 If more than 1 septic system on lot: COSA Checklist# _of Structure served by this system _ A. WELL DATA — COMMUNITY WATER ❑ 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 Static water level at beginning of test _ft. Comments B. TANK DATA Age of tank(s) NEW 0 years Tank type/material STEP / HDPE Measured operating fluid level in septic tank NEW ® Standpipes/foundation cleanout per record drawing Date of pumping NA - NEW D. ABSORPTION FIELD DATA Which system tested (date installed) 6/15/1984 ® ALL standpipes present per record drawing Total measured depth from grade 4.9+ ft (max) Measured depth to pipe invert from grade ft (min) ® N/A — pressurized field 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 C. LIFT STATION ❑ Required maintenance completed — NA NEW Age of lift station 0 years Lift station material Comments: Adequacy test date 9/8/2020 Results M Pass For 4 bedrooms Fluid depth prior to test 0 in Water added 670 gal New depth 0 in ® Monitor tubes go to bottom of effective. If not, state depth into effective Elapsed time <1 min ® Code -required soil cover over field Final fluid depth 0 in ❑ System presoaked Absorption rate 600 gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N date of test) Gallons introduced gallons If yes, enter date FK Comments/Deficiencies: BOTH 1984 MTs REMAINED DRY FOR THE DURATION OF THE TEST. .. E. SEPARATION DISTANCES From—Private Well on Lot to: (Please enter distances if less than required or if community well) NO WELL — PUBLIC WATER Septic Tank/Lift StatiL,nm on Lot > 100' ® Yes if No Community Sewer Manhole/Cleanout > 100' Yes if No ft ® Yes if No ft Neighboring Tank > 100' ® Yesf if`ivo- _ ft Private Sewer/Septic Line > 25' ® Yes if No ft Absorption Field on Lot > 100' ® Yes if No ft ~` Holding Tank > 100' ® Yes if No ft Neighboring Absorption Fields > 100' ® Yes if No _ Water Main > 10' Animal Contd nment > 50' ® Yes if No ft ® Yes if No ft ® Yes if No Water Service Line > 10' ® Yes if No Manure/Animal Excreta Storage 100' Community Sewer Main > 75' ® Yes if No ft ®Y 7s�-f..No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No ft Surface Water > 100' ® Yes if No Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: ® Yes Absorption Field > 5' ® Yes if No ft Private Wells > 100' ® Yes if No _ Water Main > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Water Service Line > 10' ® Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ® 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' ® Yes if No ft Water Service Line > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Surface Water > 100' ® Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION l certify that I 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. .-ROW At .01 41 .... ........ r • Curtis Huffman CE 128991 •• 4`�� PROFEW.���C�,,� QO. ft iM ft I IV A";*if,„ s CQM—AI I] Ulftw' D t�aartnlcat - On -'aitz lVattr& Wm-'tc—xiwrprogwn P: �47-343,71XW -V, P-0 1 1966 Sri An dhomarc, A.K 995194k;�O Inter rnittehtDosiog Sand F-ifter Maintenance Log �SStreet address g ...... Lc�a] PID Septic Tank: -Sludge —2level -�he�s -Flurnpingl- required yf�-:.4 10 -Pumping ownpleted —in, Absorption Fietd: -Liquid, level. jncie�. -Flushing valves per ipproved design 4 n .All Ifushing valves ocnix,.—J. distribution lire., flusfied, and fluzhing valves cloned we�'+ no Ul"t station: -Pump basket clean A� rid+ -Biotuf effluent filter cloanc!d no F' -Timer float siating Vwhe!� -High level float sett�snq22i fer0lict-I poir, ka M_inche8 -Rc -Purnp on --b-0 , 'seconds -Purrnpoff-1'7)inwues V -Cumulative 1if0tir3e cyd r'j -(,-umufattive run tirnr, 7 70 -1 __67 7 –hours -Operation satisiflact-ory ,Air System: -Air pump filter caned Ncs:, no -Air Pressure psi -Date of latest install or r build -Air -system operation . j, -.7�j vv�'_' i AIRM-Alge—M Cno -Audible and visual akarria inside dwelling no lim C—V - F I o a -t setting 7 -Alarm systcm operation ta Ct Q rj not satisfactory Comments; ........... ........ ........... . ....... ___ ...... I ........ .............. ........ MainterianGO Provider, 4�1 I Owe of maintenanot- 3y n C" 2P'I �a S i 9 u;i to re, Date r'c- :a-) IC)SF Majnli�mnnci-, Cos 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 Parcel I.D. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING 1. GENERAL INFORMATION Complete legal description Location (site address or directions) ...... ~_~'om/~i Day phone c~ ,~7 -~ 7~ Property owner ~ ~-"~ ~,~t,~,~ ' ' ....... ' .... Mailing address ~,~'~ ~,~ Lending agency Mailing address Agent Address ~,-r-6~.,z~.3~ T,T'LE- Day phone Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well Community well Public water 4 NOTE: 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 attesting to the legality and status of system. 72.025 (Rev. 1/91) Front MOA#21 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 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 tiles and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with ail Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Alaska W~a?r & ~l,r~st ewate r '~.,eEi?.s ,~ Phone Nameof Firm ~)¢ A~,~,~/~ Address (/~ ~r~ ~.__~,~ Engineers signature L(/./V-//(_ Date '~' DHHS SIGNATURE Approved for ~--~.'o~£ ~'~,) Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: By: Additional Comments 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 DH HS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DH HS 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 DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division 825 L Street, Room 502. Anchorage, Alaska 99501. (907) J3~-47~4~997 Municipality of Anchorage Health Authority Approval Checkiis~apt' Health & Human Services LegalDescription: L.~'T' I/o~ ~,~d-I~ ~o~-T-.p~0,,3,D_g~'Z-Parceli. D.: O2,O~-0~---~- A. WELL DATA Well type C~c~'~,~'~' ,~sent (Y/N) Sanitary seal (Y/N) Date of test Static water level Well production WATER SAMPLE RI Coliform pie: '~B, or C, attach ADEC letter. ADEc water system number LOG Casing height (above g Wires properly protected AT g.p.m, g.p.m. Nitrate Other bacteria B. SEPTIC/HOLDING TANK DATA Date installed ~'-/~7' Tank size Foundation cleanout (Y/N) Date of Pumping ~ C. ABSORPTION FIELD DATA ' Date installed ~'-/~"~' Length ~ Width Effective absorption area Date of adequacy test ~J~ES Depression (WN) h JO Pumper Soil rating (g.p.d./fF Collected by: Number of Compartments __ System type. Gravel thickness below pipe '~- ~'// /?~ mo ~¢r'rO~ Total depth ~ TM ~' 5/J,~P Monitoring Tube present (Y/N) ~ Depression over field (Y/N) ~ Results (Pass/Fail) '~' For ~' bedrooms Flu~e test (in.); ~ FJuid depth (ins) Minut-~"~a~ar;.___-/- Absorption rate = _g~p.d. Peroxi~ ~ 72-026 (Rev. 3/96)* ~-- Cleanouts (Y/N) ~"~'~--~ '~ High water alarm (Y/N) ~"//~----~ ,~. Date completed Cased to LIFT STATION Date installed ~-/~' ~" Manhole/Access (Y/N) ~'~ ~ ''~ High water alarm level at* Cycles tested Size in gallons "Pump on" level at* *Datum 1(2 "Pump off" level at*. SEPARATION DISTANCES Septic/holding tank on lot On adjacent lots _..--- Absorption field on lot Pu Public sewer manhole/cleanout-~-_ S-~er/septic service line Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Foundation J~r' Water main/service line Property line ,~Q¢~' / '+-'' Surface water/drainage ~- ICYD SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: Property line '~ Building foundation ~ ~ / Surface water ~" ~ O O/ Curtain drain I,~o~J~ Absorption field Wells on adjacent lots ~ ~ O / Water main/service line Driveway, parking/vehicle storage area ~/'~ / Wells on adjacent lots '~' F. ENGINEER'S CERTIFICATION I certi~ ,inc Sig; Engineer's Name ~,~ Date HAA Fee $ Date of Payment Receipt Number Waiver Fee $ Date of Payment Receipt Number 72-026 (Rev. 3/9§)* 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 Parcel I.D. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING 1. GENERAL INFORMATION Complete legal description location (site address or directions) / ~'-~ ~'-~ Property owner Mailing address Lending agency Mailing address Day phone Address ~11/ ~ ~'*7-j ~c~ l~-- /0~) Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: ~ k, TYPE OF WATER SUPPLY: individual well Community well Day phone Public water NOTE: 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 attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA #21 5. STATEMENT OF 'INSPECTION BY ENGINEER. As certified by my seal affixed hereto, an~d 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 d of this inspectionl Name of Firm Phone Address ////~E,/'~ ~ /-~ EngineeFs signature Date 6. DHHS SIGNATURE Approved for bedrooms. Disapproved. "~' Conditional approval for '~ bedrooms, with the following stipulations: Monies to be placed in escrow to construct the upgrade wascewater disposal system pursuant to Permit Number SW960341. Construction to be completed by no later than June 16, 1997. By; Additional Comments Money in escow shall not be released until this office has given final approval. (See attached copy of Permit) Date The Mur~i~ipality of Anbhorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificate~:'based only upon the representations given in paragraph 5 above by an independent profess onal eng neet.regmtered ~n the State of Alaska, Th~ DHHS does thru as a courtesyto purchasers of horn anc their lending 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 ornissions in the professional engineer's work, Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division 825 L Street, Room 502 · Anchorage, Alaska 99501 ° (907) 343-4744 Health Authority Approval Checklist Legal Description: ~-~ ~' .t/oj Po~ ( _~ ~'~-/-~ Parcel I.D.: OZO - ~ -/~ A. WELL DATA Well type ~ ~B, or C, a~ach ADEC letter. ADEC water system number Sanitary seal Cased to ~ Wi r eC~ir~ ~rlE~t~ / Static water level ~ , .. ~"~, Well production _~ g.~m. ~__ ~ Coliform ~ Nitrate ~__ Other bacteria Da~ Collected by: B. SEPTIC/HOLDING TANK DATA Date installed ~/~4- Foundation cleanout (Y/N) Date of Pumping /'//~-- C. ABSORPTION FIELD DATA Date installed ~/~' ~ Soil rating (g.p,d,/ft Length ~ ' ~" Width :;:7-O o ~' Gravel thickness below pipe Effective absorption area' ~ ~) Monitoring Tube present (Y/N) ~-~-~ p~_~:~ ~p~,~G- Tank size I ~ y Depression (Y/N) ~Jo High water alarm (Y/N) /~J~:~ Pumper System type ~>~----~ Total depth -~" ~+- te of adequacy test ~/,2.! ~, Results (Pass/Fail) F-~'''~1~ //---- For ~ bedrooms n), ga ed (in.): ~ .g.p.d. 72-026 (Rev. 3/96)* = ~ . ', ~ ~ Date installed ~ _~__ _.....~rons Manhole/Access (Y/N) _...SFh3f~p on" level a-g¢--'---.-~ -- "Pump off" level at* __ High water~ *Datum Cy.¢ed E. SEPARATION DISTANCES ·~~-.- SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot ¢,J//~ On adjacent lots Absorption field on lot tJ )/~'- Public sewer main t,J (/k-- /~J Sewer/septic service line I',J On adjacent lots /"J Public sewer manhole/cleanout Lift station /'J /~- SEPARATION DISTANCES FROM SEPTIC/HOLDINGTANK ON LOTTO: Foundation ~ ~. "4- Property line ~c.2/~ Absorption field Water main/service line h,-io/' Surface water/drainage '>'~o~r Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: ~ s.-r i ,,-¢,5'4~P ~ I¢~ ~ Water main/service line. Property line ,~'.*- Building foundation ,-- ! Surface water ~' IOO Driveway, parking/vehicle storage area Curtain drain No~JF-_ ~--~.~ouJ~...J Wells on adjacent lots F. ENGINEER'S CERTIFICATION j{ I certify that I h~ de~mined thr~fi¢~ inspections and review of Municipal records Signature (._j~/~///'~'~/ ~,~ ,., ;~ Engineer's Nam~ ~~ A, ~S~ HAA Fee $ Date of Payment Receipt Number 72-026 (Rev. 3/96)*' Waiver Fee $ Date of Payment Receipt Number Alaska Water & Wastewater January 18,1997 Consulting Engineers RECEIVED JAN 20 Municipality of Anchorage Municipality of Anchorage Dept. Health & Human Servicea Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Subject: Conditional Health Authority Approval. Lot 16, Bk 1, Southpark #2. James & Carol Wright Property. 15650 Southpark Loop. To whom it may concern: I inspected (8/96) the septic system which serves the subject property, and found it to be operating in a surcharged condition (technically failed). The property is currently being sold, and the parties involved would like to get a conditional HA& so that the transaction can close now, and the septic system be upgraded next spring. Monies will be escrowed to cover the installation and inspection of the new septic tank, and drainfield (bottomless sand filter). A permit ($W960341) was issued for the upgrad~ The septic system, although surcharged, appeared to be functioning adequately for the current homeowner (8/96). The house has been unoccupied since approx, mid September, providing an opportunity for the septic system to recover somewhat. Given the resting period, and the short amount of time until the upgrade is performed (May 97), it is my belief that the system can be used without creating any environmental or health hazards. If a back-up occurs, the homeowner (the buyer) would have the option of using the septic tank as a holding tank (until spring), or proceeding with the upgrade immediately. Based upon the facts presented, it is my recommendation that the conditional HAA be issued. If you have any questions, please contact me at (907) 337-6179, or on my digital pager at 1-800-481-1162. Thank /ou for your assistance. Sincerely, Owner/, ' ,ultant 8471 Brookridge Drive * Anchorage, Alaska 99504 * Phone: (907) 337-6179 * Fax: (907) 338-3246 MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE 1. General Information Application Date (a) Legal Description (include lot, block, subdivision, section, township, ra~e) Location (address or directions). (b) Applicants Hame Applicants Addres~ (c) Applicant is (check one) Lending Institution Buyer ~--~ ; Other ~-~ (explain); (d) Lending Institution Telephone - HomeJ{~4'.~siness ~--]; Owner/builder Telephone Address (e) Real Estate Co. & Agent Address Telephone (f) Mail the ~kA to the following address: Type of Residence Single-Family ~ Number of Bedrooms Multi-Family ~--~ Other (describe) wa__t3_r Supp1l Individual Well ~-~ Community ~ Public ~--~ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. Sewage Disposal Onsite ~ Pubiic ~--~ Community ~-~ Holding Tank ~-~ Note: If community well system, must have written confirmation from the State of Environmental Conservation attesting to the legality and status. 5. Engineering Firm Providing Inspections, Tests, File Search, Data and Information 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 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 regula- tions in effect on the date of this inspection, Name of Firm Address /2 C'.(, (ENGINEE~ SEAL) DHEP Approval Approved for ~ bedrooms By Telephone Approved ~,. Disapproved __ Conditional Terms of Conditional Approval CAUTION THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRO~NTAL PROTECTION (DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT- ATIONS GIVEN IN PARAGRAPH 5 ABOVE BY AN INDEPENDENT PROFESSIONAL ENGINEER F. EGISTERED IN TRE STATE OF ALASKA. THE ~tEP DOES THIS AS A COURTESY TO PURCHASERS OF HOMES AND THEIR LENDING INSTITUTIONS IN ORDER TO SATISFY CERTAIN FEDERAL AND STATE REQUIRE- MENTS. ~iPLOYEES OF DHEP 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 ENGIHEER'S WORK. (DHEP $F~) RR4/eJ/D18 [Page 2 of 2] 7-19-84 MUNICIPALITY OF kNCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 A. WELL DATA Well Log P~esent (Y/N) ~/~ Total Depth . ~]!~r Cased to Static Water Level Height Above Ground Casing Electrical Wiring in Conduit (Y/N) Separation Distances f~om Well: To Septic/Holding Tank on Lot > To Nearest Edge of Absc~ption Field on Lot To Nearest Public Sewer Line /~/~ Legal Description: LO ~ /(~ ~ If A, B, c~ C, D.E.C. Appr0ve~?~) Date ~leted ~/~ ~ Yield' ~/~ ~pth of ~outing ~/~ ~ ~t At ~/~ Sanit~y ~al on ~sinG (Y~) ~/~ ~essi~ ~ound ~l~ead (Y~) ; On Adjoining Lots &)/F4 >._,~£?~ ; On Adjoinin~ Lots /~,/.~ To Nearest Public Sewer Cleanout/Manhole ./~,/~ To Nearest Sewe~ Service Line on Lot Water Sample Collected By ~ ';~o ~ ; Date Wate~ Sample Test l~sults ~.C~/.?,~'%~ Co~ents B. SEPTIC/HOLDING TANK DATA Date Installed ~/~_t//~{_ Size /~. ~ "NO. of Cc~pa~tments Standpipes ~N) Air-tight caps ~2N) Foundation Cieanout ~N) Depression Over Tank (Y_~ Date Last Pumped Pumping/Maintenance Contract on File (Y/N)/U/F~ ; fo~ ~3 ~, H~lding Tank High-Water Alarm (Y/N) &~,/~a Tempera~y Holding. Tank Permit (Y/N) · Separation Distances f~om Septic/Holding Tank: To Water-Supply Well ~ ~OO ~ To Building Foundation ~ ~ ~ To P~ope~ty Line ~ ' ~o Disposal Field 'Z_ Z; To Water Main/Service Line ~&O ~;~¥~/ To Stream, Pond, Lake, c~ Major D~ainage Comments [Page 1 of 2] 2-15-84 C. ABSORPTION FIELD DATA Soils P~ting in Absorption Strata Date Installed Width of Field Square Feet of Absorption A~ea ~ -?~/3 / ~ / Type of System Design Length of Field ~ Depth of Field ~' ~ Gravel Bed Thickness ~" . Standpipes P~esent ~/N) Depression over Field (_Y_~ Date of Last Adequacy Test Results of Last Adequacy Test Separation Distance f~cm Absorption Field: To Water-Supply Well ~ ~ OC3' To P~operty Line To Building Foundation .. ~ ~ ' To Existing or Abandoned SyStem on Lot /%)/~ ' ; On Adjoining Lots > .-~ i To Water Main/Service Line /~' ~ To Cutbank(if present) To Stream/Pond/Lake/c~ Major D~ainage Course To D~iveway, Parking A~ea, or Vehicle Stc~age A~ea / '~ ~ Con~nents D. LIFT STATION Date Installed ~ J//~- Size in Gallons "Pump On" Level at High Water Alarm Level at Tested fo~ ~/~ Electrical Codes(Y/N) CoRm~nts Dimensions /t~/~ Manhole/Access (Y/N) /~,/~ "Pump Off" Level at /~y/pq Vent (Y/N) ~ing Cycles du~ing Adequacy Test. Meets MOA ** Check Permitted Bedroom Rating A~ainst HAA 1~quest I certify that I have checked, verified, or conformed to all MOA HAA Guidelines in effect KB1/d5/s [Pa~e 2 of 2] 2-15-84 DEPT~ OF ENVIRONMENTAL cONsERVATION / SOUTHCB~T~L REGIONAL OFFICE 437 '~E" STREET, SUITE 200 ANCHORAGE, ALAS~ 99501 BILL SHEFFIELD,, GOVERNOR Telept~one: Address: 274-2533 To Whom It May Concern: /~//.'~.-~/~/~¢¢~ater System is in compliance with,the State Orinking · Water Regulations.