Loading...
HomeMy WebLinkAboutT12N R3W SEC 33 LT 115 W110' OF E220' OF S183'LoT' Parcel Identification Number: 0IS- 2 52 - 2 1 Legal Description Pr erty Owner Name & Address: T 12 N k 3 (,J Sec 33 L 11 5 { ,cv� W1101 OL E a'-) o ` &J S183' ptwc LAP%V"S. aee , Pump Installation Date: / e ' Pump Intake Depth Below Top of Well Casing: /pi—feet Pump Manufacturer's Name: Pump Model: Pump Size t/Z hp Pitless Adapter Burial Depth: S feet Pitless Adapter Manufacturer's Name: Pitless Adapter Installer: Well Disinfected Upon Completion?es ❑ No Method of Disinfection: I Comments: Pump Installer Name: ANCHORAGE WELL & PUMP SERV. 330 EAST 76T" AVENUE .� ANCHORAGE, AK 99518 PHONE: 907-243-0740 AWPS.COM Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650MarkBegich Anchorage, AK 99507 A E T Y tS Mayor www.muni.org/onsite (907)343-7904 Pump Installation Log Well Drilling Permit Number: SW Date of Issue: Parcel Identification Number: 0IS- 2 52 - 2 1 Legal Description Pr erty Owner Name & Address: T 12 N k 3 (,J Sec 33 L 11 5 { ,cv� W1101 OL E a'-) o ` &J S183' ptwc LAP%V"S. aee , Pump Installation Date: / e ' Pump Intake Depth Below Top of Well Casing: /pi—feet Pump Manufacturer's Name: Pump Model: Pump Size t/Z hp Pitless Adapter Burial Depth: S feet Pitless Adapter Manufacturer's Name: Pitless Adapter Installer: Well Disinfected Upon Completion?es ❑ No Method of Disinfection: I Comments: Pump Installer Name: ANCHORAGE WELL & PUMP SERV. 330 EAST 76T" AVENUE .� ANCHORAGE, AK 99518 PHONE: 907-243-0740 AWPS.COM Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. MUNICIPALITY OF ANCHORAG~ D[ RTMENT OF HEALTH AND HUMAN 8ER ,ES Environmental Health Division 825 %" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEN LEGAL DESCRIPTION TANKS ~1~ SEPTIC ~ HOLDING TYPE OF SYSTEM TRENCH ~ BED ~ W. DRAIN [; OTHER AND/OR WELL INSPECTION REPORT WELL DISTANCES WELL SEPTIC ABSORPTION TANK FIELD / / Il& Il& ~- Zl/ 0 ?0% ~0 ~H~ LOT LINE FOUNDATION ~ FT WELLS ,~"PRIVA'rE ~] OTHER ddentifv) Onlc,,Jow J REMARKS: J /~J~gJjJ ,~--~L. ~.~ ,/~/"~,~)~'~Z,,,,~ 0 ~) -- cedJJ[ Ihal fills i118peclJofl W~S pedmned aecordin, to ell ~unicipal aid Stale [luidelines in dlscl on this dale: ¢ ~/'~ " ~¢~ Health Department Approval: 72 013 INSPECTION REPORT MUNICIPALITY OF ANCHORAGE, BUILDING SAFETY DIVISION 3500 EAST TUDOR ROAD INSPECTIONS (907) 563-3464 ADMINISTRATION (907) 786-8301 FOOTING [] ELEC. TEMP. __ [] PLBG. UNDGR.. [] FOUNDATION __ [] ELEC. SERVICEI~ [] . PLBG. ROUGH [] BOND REAM -- [] ELEC. RouG~[~/ GAS TEMP. FRAMING [] ELEC. FINAL ~(~' [] GAS [] INSULATION_ [] OTHER ~ ~/ [] MECHANICAL [] SHEETROCK_ [] MECH. FINAL____ [] STRUCT. FINAL [] FIRE FINAL [] PLBG. FINAL OTHER '"~ [] ZONING [~] OTHER O NO NONCOMPLIANCE OI3SERVED ~ [] CORRECTIONS ESSENTIAL AS EXPLAINED BELOW [] WILL REEXAMINE AT NEXT INSPECTION [] DO NOT CONCEAL UNTIL REINSPECTED ARE MADE, PLEASE CALL FOR INSPECTION ~ WH,N DO HOT REMOVE TI.II~ NOTIC£ ~NVIRONM~NI'AL Ntunicipah :Y03 Anchorage P.O.B~ .196650 ANCHORAGE, ALASKA 99519-6650 (907) 264~4111 TONYKNOWLES, MAYOR DEPARTMENT OF HEALTH & HUMAN SERVICES August 26, 1987 Leroy Reid, P.E., PhD Alaska Environmental Control Services 1200 W. 33rd Avenue, Suite B Anchorage, Alaska 99503 Subject: West Portion of Lot 115, T12N, R3W, Sec 33, Waiver Request WR87-048 Dear Dr. Reid: Your request for a waiver of the 100 foot separation reqllired between the septic system proposed to serve the subject lot and the well serving the single family dwelling on the adjacent property (Lot 114 and a portion of Lot 115) has been granted. The required separation has been waived to 90 feet in this case. As a condition of this waiver the septic system must be constructed in accordance with design plans. A two foot sand filter meeting gradation requirements specified in the wastewater ordinance must be installed below the proposed bed-type absorption system. The department has received a notarized letter of non-objection from the owners of the affected well. This waiver is valid for the existing two bedroom single family dwelling only. Sincerely, Stephen S. Morris civil Engineer On-site Services cc Gus Andress, P.E. Manager, On-site and Water Quality Programs ALASKA ~I1UIROFIITI~FITAL COFITROL $~RLIIC~$, ~nqineeri~ 6 ~nuiro~menlol $luclies InC. 1200 LU8sl 33rd Au~nu¢. $ui~¢ 6,A,~ckoroq~. Alosk,~ 99505.(907) 561-5040 CONTROL SERVICES, INC. 1200 West 33rd Avenue, te B ANCHORAGE, ALASKA 9~03 (907) 561.5040 SHEET NO-- / OF ~' ' SCALE J. oJ//~ ALASKA ENVIROh,..~NTAL CONTROL SERVICES, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 56].-5040 CALCULATED BY ALASKA ENVIRONh,-NTAL CONTROL SERVICES, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 CALCULATED SY DATE CHECKED BY DATE ALASKA elIUIROI [BCI TAL COI TROL SPECIFICATIONS FOR BED WASTEWATER TREATMENT SYSTEM - T12N RSW SECTION LOT 115 ? 1.0 GENERAL 1.1 THE DRAWINGS, SHEETS 1 THRU S, SHALL BE PART OP THIS SPECIFICATION. 1.2 ALL MATERIALS AND WORKMANSHIP SHALL MEET THE REQUIREMENTS OF THE MUNICIPALITY OF ANCHORAGE, DEPARTMENT OP IIEALTH & HUMAN SERVICES (DHH$), THE CONDITIONS OF THE PERMIT, AND ALL APPLICABLE RULES AND REGULATIONS CURRENTLY IN EFFECT, 1.3 ALL EXCAVATIONS AND DEPTHS ARE ADVISORY, AND ARE TO BE VERIFIED OR MODIFIED IN TIlE PIELD BY A DHIIS APPROVED INSPECTOR. 1.4 IT IS THE RESPONSIBILITY OP THE' INSTALLER TO ADHERE TO APPROVED DESIGNS FOR INSTALLATION, TO MAINTAIN THE SPECIFIED SEPARATION DISTANCES, AND TO RAVE THE APPROPRIATE INSPECTIONS. 1.5 IP THE INSTALLATION IS NOT INSPECTED BY AN AECS ENGINEER, AECS WILL NOT BE RESPONSIBLE FOR THE DESIGN. AN ENGINEER AT AECS SHOULD BE CONSULTED PRIOR TO CONSTRUCTION, TO DETERMINE THE NUMBER OF INSPECTIONS THAT WILL BE REQUIRED AND TO EXPLAIN WHAT THESE INSPECTIONS WILL INVOLVE. 2.0 2.1 SEPTIC SYSTEM THE EXISTING SEPTIC TANK MAY BE USED, IF IT MEETS THE CAPACITY REQUIREMENTS POR THE RESIDENCE AND THE APPROVAL OF DHHS. IF NOT, THEN SPECIFICATIONS 2.2 THROUGH 2.6 APPLY. THE SEPTIC TANK SHALL BE A UPC-APPROVED~TWO-COMpARTMENT TANK, CONSTRUCTED OF 12-GAUGE STEEL WITR BITUMASTIC COATING, SET LEVEL ON UNDISTURBED SOIL,iAND INSULATED WITH AN OVERLYING LAYER OF 2 INCH BURIAL TYPE POLYSTYRENE. 2.8 THE SEPTIC TANK SHALL BE A MINIMUM OF § FEET FROM THE HOUSE FOUNDATION, AND A MINIMUM OF 5 FEET FROM THE ABSORPTION AREA. 2.4 THE SEPTIC TANK AND BED SHALL BE A MINIMUM 0P 100 FT. FROM ANY PRIVATE WELL OR BODY 0P WATER,i 150 PEET FROM CLASS C WELLS, AND 200 FEET FROM CLASS A OR B WELLS. 2.5 3.0 $.1 3.2 3,3 3.4 3.5 3.6 PIPING SHALL BE FITTED WITH A MECHANICAL WATERTIOHT CALDER COUPLIN0 ON THE OUTLET AND INLET 0F THE SEPTIC TANK. PIPING SHALL BE 4-INCH SOLID PVC ASTM D5034 OR CAST IRON, SLOPED A MINIMUM OF 1/4" PER FOOT WITH A MINIMUM OF 4 FEET OF COVER, ~LEANOUTS SHALL BE 'INSTALLED AS DESIGNATED AND CAPPED WITH AIR-TIGHT P-~S. IN CAPS (JIM CAPS OR EQUIVALENT), AND EXTEND A MINIMUM OF 2 FEET ABOVE GROUND LBVBL. SEEPAOE BED SUFFICIENT FILTERING MATERIAL HAVING A GI:L~DATION MEETING THE FOLLOWINO STANDARD: SIEVE SiZE (MM) PERCENT FINER BY WEIGHT #4 (4.?5) IOO #10 (2) 75 - 100 #60 (0.25) 5 - 75 #200 (0-074) 0 - 15 MUST BE PLACED ON TOP OF THE ACCEPTING STRATUM OF NATIVE SOIL TO CREATE A COMBINED TOTAL SEPARATION FROM THE TABLE OR IMPERMEABLE STRATA, WHICH EQUALS OR EXCEEDS THOSE STANDARDS SET OUT IN SECTION .060 OF THIS CHAPTER. THE 0RAVEL FOR THE BED SHALL BE 0.5 TO 2.5 INCH, SCREENED ROCK WITH LESS THAN 3~ PASSING #200 SIEVE RESIDUAL. ALL SUBSTITUTES MUST MAVE PRIOR DHEP APPROVAL. THE BOTTOM OF THE EXCAVATION SHALL BE LB'i/EL AND RAKED WITII THE BACKHOE BLADE TO INSURE THAT TIlE BOTTOM HAS NOT BEEN COMPACTED DURING EXCAVATION. " THE DISTRIBUTION PIPE SHALL BE 4-INCH RIGID PVC WITH A MINIMUM CRUSH STRENGTH OF 1500 LBS. ALL PIPES SHALL BE LAID LEVEL, AND SPACED ACCORDING TO THE DRAWINOS. MONITOR STANDPIPES SHALL BE PLACED AS SHOWN IN THE DRAWINGS. THEY SHALL BE RIGID PVC ASTM D-3034, OR OR 4 INCH DIAMETER CAST IRON. THE SECTION SHOWN WITH HOLES MAY BE EITHER DRILLED 0.5 INCH HOLES ON THE 6 INCH CENTERS ON OPPOSITE SIDES OF THE PIPE,~OR A SECTION OF REGULAR PBRFORATED SEWER PIPE MAY BE CLAMPED TO THE SOLID SECTION WITH A NO-HUB COUPLING OR SOLVENT JOINT. A RUBBER RAINCAP {JIM CAP OR EQUIVALENT) SHALL BE PLACED OVER TItE TOP OF THE PIPE. IF THE FINAl, GRADE OVER THE BED IS LESS TITAN 4 FEET ABOVE TIlE GRAVEL, INSULATION IS REQUIRED, USINO DOW EXTRUDED BLUE STYROFOAM BOARD. THERE 9HALL BE I INCH OF INSULATION FOR EVERY FOOT OF SOIL LESS THAN THE REQUIRED 3.7 4.0 4.1 4.2 4.3 4 FEET OF COVER, BUT THERE [4UST BE AT LEAST 18 INCHES OF SOIl, EVEN THOUGH INSULATION IS USED. l~lE SOLID PIPE EXTENDING FROM THE SEPTIC TANK TO TEE DRAINFIELD SHALL ALSO HAVE 4 PEET OF COVER OR AN EQUIVALENT LAYER OF INSULATION COMBINED WITII SOIL TO PREVENT FREEZING OF THE LINE. IF INSULATION IS NOT NECESSARY, THEN THE GHAVEL MUST BE COVERED WITH A LAYER OPA NONWOVEN FABRIC (SUCH AS MIRAPAI, PIBRETEX 200 GRADE, POLY-FILTER X, OR EQUIVALENT). THE TOP AND SIDES OF THE BED SHALL BE PLANTED WITH A WHITE CLOVER AND RED PESCUE MIK OR BLUE GRASS. INSPECTIONS THIS BED WILL REQUIRE THREE INSPECTIONS. THE FIRST INSPECTION WILL BE OF THE OPEN EXCAVATION, TO ASSURE THAT THE SYSTEM IS INSTALLED IN PROPER STRATA AND DEPTH. THE SECOND INSPECTION WILL BE PERFORMED APTER SAND FILL IS INSTALLED, BUT PRIOR TO PLACEMENT OF 6RAVEL AND DISTRIBUTION PIPES. THIS INSPECTION WILL VERIFY THAT THE FILLER IS PROPERLY INSTALLED, THAT IT MEETS SPECIFICATIONS AND THAT IT FULFILLS THE INTENTION OF THE DESIGN, THE THIRD INSPECTION WILL BE PRIOR TO BACKFILL AND VERIFY THAT DISTRIBUTION PIPES ANE POSITIONED PROPERLY SUFFICIENT GRAVEL IS PLACED, AND THE SPECIFICATIONS OF THE DESIGN ARE MET, THE LIFT STATION 5.0 §.1 REFER TO ANCHORAGE TANK 500 GALLON LIFT STATION SPECIFICATION. 5,2 PROVIDE A CALDER COUPLING AT THE CONNECTION OF THE 4" SOLID PVC INFLUENT PIPE AND 4" STEEL NIPFLE. 5.3 MOA BUILDINB CODES: WHEN LIFT STATIONS ARE INSTALLED WITHIN THE MUNICIPALITY, AN ELECTRICAL PERMIT AND INSPECTION ARE REQUIRED. IN AREAS NOT COVERED BY MOA BUILDINO CODES, THE SYSTEM SHALL BE INSPECTED BY A LICENSED ELECTRICIAN TO INSURE THAT THE ELECTRICAL INSTALLATION IS IN ACCORDANCE WITH APPLICABLE CODES AND REOULATIONS. TANK FOR A, ~ Anchorage Tank & Welding, J'~,% ) 27OO Porcupine Dr, LIFT SYSTEMS SEF']IL; TANK SHALL, BE A MODIFIED ANC'IORAGE TANK SII~iEL TANK, TI-IE DESIGN OR ANAL, YSIS SHALL BE IN ACCORDANCE WITH ACCEPiED ENGINEERING PRACTICE AND LOCAL, REGULATORY AGENCIES, THE TANKS SHALL, BE I)ESIGNED FOR LOAI~ING CONDITIONS AS REQUIRED BY MUNICIPAL REGULATIONS, STATE C ALI, WELDING SHALL BE IN ACCOR[IAI!C:E WITH APPLICABLE CODES AND STANDARDS, COATING SHALL, BE TNEMEC ~6-q65 HI-BUILD TANK COATING AND APPLIED AS FOI,L. OWS: SURFACE PREPARATIOH - ALL SURFACES MUST BE DRY, CLEAN~ AND REASONABLY FREE OF RUST AND MILL SCALF EXCESS RUST, MILL SCALE AND WELDING SLAG SHALL BE REMOVED BY WIRE BR~SH OR OTHER MEANS AS NECESSARY, 2, APPL, ICATION SHALL. BE AIRLESS SPRAY TO(JCH UP WITH BRUSH OR ROLI,,ER, THINNING SHALL BE ACCOMPLISHED WI. TH APPROVED HATEkIAL AND WILL NOT EXCEED 5%, q, SURFACE TEMPERATURE SHALL NOT BE BELOW ~OF OR 5 BELOW DEW POINT WHICH EVER IS LOWER, INIERIOR SHALL BE COATED TWO TIMES AND SHALL BE A MINIMUM OF 20 DRY HILLS EXTERIOR SHALL BE COATEB ONE TIME AND SHALL BE A MINIMUM 01:: 10 BRY MILLS, RISER Anchorage Tank & Welding, ! .... 2700 Porcupine Dr. i '---'~"~ Anchorage, Alaska 99501 , (907) 272-3543 O(JTLET RISERS SHALL. BE GALMANIZED STEEL CLIL.VF:RT, AND SHALL. BE 5~f INCHES (MINIt4UM), HIGH, SHAI. L HAVE A MINIMUM NOMIMAL D]AP~I,'"."TER 01= 2u, INCHES, ANi"l SFIALL BE CAPABLE OF BEING EQUIPPED WITH ]HE FOLLOWI N I: '. A, A JUNCTION (NEHA ~X) BOX OR EQUAi, BONBED OR ATTACHED TO THE RISER, B, UL LISTED ELECTRICAL., [;ORI~ GRIPS, INSTALLED IN THE J-BOX, A L, ID -- SHALL BE FURNISHED WITH 'IHE RISER, IT SHALL ~:IE CL)N,~TRUCTEB OF FIBERGLASS OR EQI']',VALENT AGGREGATE FiN.I ,.)H, RISER INSTALLATION - EACH RISER SHALL BE SEALEB OR WELDED TO THE TOP OF THE TANK IN SUCH A MANNER · I AS TO PREVENT INFILTRATION OF GROLINI WATER WHERE PRESENT, INSULATION - 2" ,&iHALL BE PLACED LIB, RIGID EXTRUDEB POLYSTYRENE IN THE RISER IKIRECTLY BELOW THE E INSLILATION - 2" SPRAYEB LIRETHANE ON CIRCUMFERENCE OF RISER, Anchorage Tank & Welding, ~700 Porcupine Dr. : (007) 272.3543 EFFLUFNT PIJf.~' liNG ASSEHELY A, EFFLUENT PUHi'ING ASSEHBLY SYSTEMS (TM) MODEL OSI WE OF FOLLOWING: SHALL BE ORENCO lOgO SERIES CONSISTING 1, 1/3 H,P, MYERS S8M25 115 VOLT OR EQUAL, SCREENED PUMP VAULT (U.S, PATENT fILl. q-39323) 59" DEEP, 3/16" TI-lICK H]iGH-DENSITY PVC CYCLIF~DER HOUSES THE PUHP, LEVEL, COI'.~I'ROLS AND SCREEN AND SERVES AS A BAFFLE TO PREVENT THE SCREEN FROM CI,,OGGING, THE FIF1LEN 1--1/2" DIA, HOLES ARE DRILLED IN THE VAULT AT A LEVEL THA1 PLACES THEM AT ABOUT THE MIDWAY POINT IN Ti,IL DEPTH OF THE oLPTIC, FLAP CHECK; AbLOW,S THE VAUL, T TO DRAIN WHEN REM(]VINti; FROH TANK, SCREEN', 15" DIA, CYLINDER OF HIGH-DENSITY POLYETHYbENE 1/8" HESH CAST INTO FIBERGLASS BOTTOM, 3, Al.,!,, PL, UHBING SHALb BE PVC OR OTI[i!!'.R NON- CORRODING MATERIAl .... PUMP CONTROLS AND ALARH SYSTEM - CONTROL SHALl., I~E ORENCO SY,STEHS CONSISTING OF', (TH) HI,,'-3F' AUD]1BLE AbARH PANEb MOUNT WITH A MINIHUM OF 80 I)B SOUND PRESSURE AT:24-INCHEo, OP~!RATING TEHPERATURE -3OA~:': TO 65AC, CONTINOUS SOUND, Anchorage Tank & Welding, I'- 2700 Porcupine Dr. : OIL--TIGFIT VISUAL ALARM WITH PUSH-TO-SILENCE FL. ATURE, AUTOMATIC AUDIO-ALAI~,H RESET, 15 AMP MOTOR RATED TOGGLE SW:ITCI"I, SINGLEi POLE, DOUBLE-THRIx.J WITH THREE POSITIONS; MANUAL (MAN), AUTOMATIC (AUTO), AND CENTER (OFF) (H,O,A,), NEMA ~IX-R(~,TED, FIBERGLASS, OR EQLIAL, ENC[.,O,~;URE WITH HINGED COVER, LEVEL CONTROL FLOATS SHALL., BE or,q~lNCI) SYS'rEHS (TM) MF2 CONSIS'IING OF 2 MERCURY FLOATS ON AD.~USTABL, E P¥C STEM WHICH ATTACHES TO VAULT, ONE FLOAT SIGNALS ALARM; THE OTHER SWITCHES PUi'IP ON-GFF, INSTALGATION, AI~I., 'PUMPING SYSTEMS SHALL BEi INSTALLED IN ACCORDANCE WII'H THE MANUFACTURER'S RECONMENDATIONS AND STANDARDS, LETTER ON NON OBJECTION AUGUST 10, 1987 TO WHOM IT MAY CONCERN: We are the owners of the property located at 2861 Porcupine Trail, Anchorage, Alaska. The neighboring lot of 2821 Porcupine Trail is requesting a waiver from the Municipa].tiy of Anchorage in order to install a new sewer system. This letter is to serve as our approval of the new system to be installed with a set hack of 90 feet from the well servicing our property. Robert L. Smay .-~. )o_ix/~ y ~, s5~-c~ '- Signed before me this /~ day of August, 1987 Notary Public in and for the State of Alaska. ~m~2-ssion Expires: 6-5-88 C Anchorag, January 9, 1987 Ed/Jeanne Mee 2821 Porcupine Trail Anchorage, Alaska 99516 Subject: T12N R3W Section 33 Lot 115 On-site Sewer Permit %860274 A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1986. Permits are issued on a calendar year basis by authority of Municpal Ordinance. A new permit must be obtained from this Department for any well and/or on-site sewer system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site sewer system the original as-built inspection report (three part form) must be sent to this office for review and approval, and for documentation. If there are any further questions, please call this office at 264-4744. Si~, ely, ~ R.W. Robinson Program Manager On-site Services RWR/ljw enc: copy of permit E;E}Nt i'>~C'l F>I'K)NIL~ :;:',49 I. IiX}hA!. I:d .OCI<: I',IA (C:,pLI~ I)'./ '!'h{'::i' I"h.ul:i.c::i.l::,a],i¢ t I:)[ Aricili::ma,;:i~::? (MOA) :i:l:: A t ]F:I !i',l'Af [01',1 ]:S I:lqSTAl..l. lii:.O I'l'lf],l (l) Od\l I] I:CII::~:[CAI. I::)l~:F:d~i]:'l AND !,',llt 1.fi(Ii I',[: AI'I:'F:;~OVlii:D I,,J] i'HCJtJl AN li:I.IEE;I'F:;,']:CAI.., II~,ISF::'I!X:YI'iEtlq I::'~Ei]:'E]F:~rll AND (3) 'lldli: ]::1 lC { F.: l:C.,"q t'J(}Fd< I"tIt',3t' DIi: DONE BY ~:~ I,. From ............... M~. ,ael Mills 9/]_6/86 Steve: This is a copy of the location of ,.Mrs. Mee's septic system supposedly in a Right-Of-Way. Would you please verify this. Sincerely, Bernie Denney Investigator Municipality of Anchorage Office of the Ombudsman Michael Mills. Ombudsman ALASKA ,,JIRO P TAL COI1TROL August 14, 1986 Jeannie Mee 2821 Porcupine Trail Anchorage, Alaska 99516 Dear' Jeenaie: This is in regards to your property, Lot 115 of Section 33, T12N, R3W. Back in March of 1986, an adequacy test was performed en this lot and it was found inadequate for a 2-bedroom house. In June of 1986, a soils test was performed for the purpose of upgrading the septic system accordingly, and it was discovered that the water table was at 7 feet, clearly too close to the bottom of your septic system. The Municipality of Anchorage therefore :insisted that the existing system be abandoned and a new system be installed, maintaining tile proper distance above the water table. In addition, the existing system is actually built in the platted road, which shoald not have been allowed in the first place and the Municipal inspector should have caught. Unfortunately, there is very little area on your lot on which to build a septic system, due to the wells in the area which have 100 and 150 foot separation distances to be observed. As you can see hy the attached drawing, there is only a tiny area outside these well distauces. This has been verified in the field by actually flagging tbe well radii and it appears to be too small an area for the needed upgrade, especially sJace both the tank nad a lift station must fit in this area as well. There are therefore two alternatives for solu'~ions, One ;is to install a holding tank, Because public sewer is supposed to service the area within two years, this might be a reasonable choice. However, 'there are a number of disadvantages to a holding tank w!lich you should be aware of. First, although at first glance it seemslrelatively inexpensive to install one, the cost of regular pumping adds~up quickly. Second, should you decide to sell before public sewer reaches your lot, the price of your lot could be substantially lower due to the existence of the holding tank. Thirdly, public sewer might not come as soon as anticipated. In this case you may wish you had instead pursued alternative two, which is presented below. Alternative two is to apply for a waiver of separation distance from a proposed upgraded septic system on your lot to the 150-foot radius wcll of your neighbor to the east. If the separation distance to this well were only 120 feet, and if the Municipality of Anchorage waived the required lot line separation distance, a septic system could be placed adjacent to 'the existing system and paralielling it. /'here is no gnarantee that the state would w~ive this separation distance, but if you would like us to attempt this, we would be more than willing to try. Without this waiver, at present your only 1200 ~Ugsl 33rr~ Aucnu¢. ~uil¢ ~ ~ Anchoroq¢. Alos~e 99503 ~[907) 56L$0qo alternative appears 'to be a holding tank. We hope you will weigh these alternatives earefolly before Inakiag a decision. If you have any questions please feel free to call. Sincerely, Engineering Geologist Approved hy: ALASKA ENVIRONI~=NTAL CONTROL SERVICES, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) §61-5040 SHEET NO..-- CALCULATED BY ~'~ '~ CHECKED BY DATE / / RLR3RF~ I:PiVll~Ul~l191r. III RL CONTROL SERVICr INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 ~%//,/,o,- \ SHEET NO DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION RECEIVED OF DATE RECEivED SEp j 6 19#6 t I l' PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TES'r (ENGIN ~'~AL) DATE PERFORMED: ~'~-~ ,.J~,,e I~(~ LEGAL DESCRIPTION: LO'~ IIS Township, Range, Section: 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? S DEPTH? E ~oniloring? Dale; Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE (mmutes/~nch} PERC HOLE DIAMETER __ FEST RUN BETWEEN __ FTAND . FT . , ACCORDANCE WITN ALL STATE AND MUNICIPAL GUIDELINES IN EFFEC~ON THIS DATE DATE: Z ~ ,J~ /¢~ 72-008 (Rev. 4/85) UNIEIED SYSTEM ASTM B.2487 ,JUNE 27 1986 T12N RSW SECTION 33 LOT 115 SAMPLE IDENTITY PASSING #200 SIEVE: 0.50% RETAINED: 3.10% PASSING # 40 SIEVE: 3.60% RETAINED: 12.80% PASSING # 10 SIEVE: 15,90% RETAINED: I0.20% PASSING # 4 SIEVE: 26.10% RETAINED: 11,00% PASSING 1/2 IN SIEVE: 37.10% RETAINES: 6.60% PASSING 3/4 IN SIEVE: 43.70% RETAINED: 9,40% PASSING ] INCII SIEVE: 53.]0% RETAINED: 46,90% PASSING 2 INCH SIEVE: 100,00% RETAINED: 0.00% PASSING 3 INCH SIEVE: 100.00% RETAINED: 0,00% DIO IS 10.00 MM, /.~ D30 IS 0.50 MM. D60 IS 2.00 MM. THE LIQUID LIMIT IS UNENOWN THE PLASTIC LIMIT IS UNRNOWN THE PLASTICITY INDEX IS UNRNOWN CIJ = 0 . 20 = g>°'~>/fb/ CC = 0,013 'z,.. ..,=? ~, o 'rile % MOISTDRE OF THE SOIL IS %9999.00 THE SOILS ARE COARSE GRAINED TIlE SOLES ARE GRAVEL TIlE SOILS ARE POORLY GRABED GRAVEL.(GP) ( ~o,~/, THESE SOILo ItAVE A FROST CLASSIFICATION OF NFS- ~ncpnet'mn~ ~, ~nuironmcniol ~tUCll~S Legal Description, Sample Depth D 10% D 30% D 60~ TEy HOLE NO. Date Comments Reported to Plotted _Checked by~ .Approved by_ FINE MEDIUM GRAVEL SAND ALASKA e,,JIROnmeFITAL COFITI OL SE{I,, ,CeS, IFIC. ~nqineerin~ 5 ~rluiror, m~nM Slu~ies Department of Health & ltuman Services 825 L. Street Anchorage, Alaska 99501 Re: T12N, R3W, Section 33, Lot 116 August 5, 1986 Attached is the design for a lif[ station and a bed for the subject lot. A walver of the required 10 foot distance from the lot line is necessary in order for this system to be installed on this property. The approximately distance from the system to the lot line would be 1 foot. There are no wells across Porcupine street within either i00 foot or 200 foot area where the system is to be Installed. There is a well across the street but the 100 foot distance comes to the middle of Porcupine street. The Class "C' well located on the adjacent lot is now outslde the radius of the abandoned system. We would request a expeditious treatment of this system in that the issuance of the permit will be necessary in order for the client to obtain a reftaanclng of the lot. If you have any questions please let me know. 1200 UJesl S3rd Auenue. Suile 6. Anckoraqe A[as[, 99503, [907) 561-5040 1200 West 33rd Avenue, ouite B ANCHORAGE, ALASKA 99503 (?07) ~1.5040 DATE CONTROL sER-~I~~'~-* i~'~' 1200 West 33rd Avenu,.. Suite B ANCHORAGE, ALASKA 99503 (907) 56:1-5040 SHEET NO. ~ SCALE ~-- OF DATE DATE ALASKA ,,JIROFImeF1TAL COFITROL $61. C6S, IFIC. I!t~qineerinq $ ~',uiponmenl,]l $ludies SPECIFICATIONS FOR BED WASTEWATER TREATMENT SYSTEM - T12N RaW SECTION 33 LOT 115 1.0 GENERAL 1,1 TIlE DRAWINGS, SHEETS 1 THRU 3, SHALL BE PART OF TNIS SPECIFICATION. 1.2 1.3 1.4 1.5 2.0 2.2 2.3 2.4 ALL MATERIALS AND WORI(MANSIIIP SIIALL MEET THE REQUIREMENTS OF THE MUNICIPALITY OF ANCHORAGE, DEPARTMENT OF IIEALTH & HUMAN SERVICES (DH}tS), THE CONDITIONS OF THE PERMIT, AND ALL APPLICABLE RULES AND REGULATIONS CURRENTLY IN EFFECT. ALL EXCAVATIONS AND DEPTHS ARE ADVISORY, AND ARE TO BE VERIFIED OR MODIFIED IN THE FIELD BY A DIIHS APPROVED INSPECTOR. IT IS TIlE RESPONSIBILITY OF TIIE INSTALLER TO ADHERE TO APPROVED DESIGNS FOR INSTALLATION, TO MAINTAIN THE SPECIFIED SEPARATION DISTANCES, AND TO IlAVE THE APPROPRIATE INSPECTIONS. IF THE INSTALLATION IS NOT INSPECTED BY AN AECS ENGINEER, AECS WILL NOT BE RESPONSIBLE FOR THE DESIGN. AN ENGINEER AT AECS SHOULD BE CONSULTED PRIOR TO CONSTRUCTION, TO DETERMINE THE NUMBER OF INSPECTIONS THAT WILL BE REQUIRED AND TO EXPLAIN WHAT THESE INSPECTIONS WILL INVOLVE. SEPTIC SYSTEM THE EXISTING SEPTIC TANK MAY BE USED, IF IT MEETS THE CAPACITY REQUIREMENTS FOR THE RESIDENCE AND THE APPROVAL OF DNtlS. IF NOT, TItEN SPECIFICATIONS 2.2 THROUGH 2.6 APPLY. THE SEPTIC TANK SHALL BE A UPC-APPROVED TWO-COMPARTMENT TANK, CONSTRUCTED OF 12-GAUGE STEEL WITH BITUMASTIC COATING, SET LEVEL ON UNDISTURBED SOIL, AND INSULATED WITH AN OVERLYING LAYER OF 2 INCH BURIAL TYPE POLYSTYRENE. TIlE SEPTIC TANK SHALL BE A MINIMUM OF 5 FEET FROM TIlE HOUSE FOUNDATION, AND A MINIMUM OF 5 FEET FROM THE ADSORPTION AREA. THE SEPTIC TANK AND BED SHALL BE A MINIMUM OF 100 FT. FROM ANY PRIVATE WELI, OR BODY OF WATER, 180 FEET FROM CLASS C WELLS, AND 200 FEET FROM CLASS A OR H WELLS. 1200 [Uesl 33rd Auenue Suile I~oAnehor,~q¢. Alosko 99503 ~* (907] 56150Z10 2.5 2.6 3.0 3.1 3.2 3.3 3.4 3.5 3.6 PIPING SHALL BE FITTED WITIt A MECHANICAL WATERTIGHT CALDER COUPLING ON THE OUTLET AND INLET OF TIlE SEPTIC TANK, PIPING SHALL BE 4-INCII SOLID PVC ASTM D3034 OR CAST IRON, SLOPED A MINIMUM OF !1/4" PER FOOT WITH A MINIMUM OF 4 FEET OF COVER. CLEANOUTS SHALL BE INSTALLED AS DESIGNATED AND CAPPED WITH AIR-TIGtIT RAIN CAPS (JIM CAPS OR EQUIVALENT), AND EXTEND A MINIMUM OF 2 FEET ABOVE GROUND LEVEL. SEEPAGE BED SUFFICIENT FILTERING 5~TERIAL HAVING A GRADATION MEETING THE FOLLOWING STANDARD: SIEVE SIZE (MM) PERCENT FINER BY WEIGHT #4 (4.75) 100 #10 (2) 75 - 100 #60 (0.25) 5 - 75 #200 (0-074) 0 - 15 MUST BE PLACED ON TOP OF THE ACCEPTING STRATUM OF NATIVE SOIL TO CREATE A COMBINED TOTAL SEPARATION FROM THE TABLE OR IMPERMEABLE STRATA, WHICH EQUALS OR EXCEEDS THOSE STANDARDS SET OUT IN SECTION .060 OF TItIS CtlAPTER. THE GRAVEL FOR THE BED SHALL BE 0.5 TO 2.5 INCH, SCREENED ROCR WITH LESS TIIAN 3% PASSING #200 SIEVE RESIDUAL. ALL SUBSTITUTES MUST HAVE PRIOR DHEP APPROVAL. TIIE BOTTOM OF Tile EXCAVATION SHALL BE LEVEL AND RAKED WITU TIfE BACKIIOE BLADE TO INSURE 'rNAT THE BOTTOM HAS NOT BEEN COMPACTED DUllING EXCAVATION. THE DISTRIBUTION PIPE SHALL BE 4-INCH RIGID PVC WITH A MINIMUM CRUSH STRENGTH OF 1500 LBS. ALL PIPES SHALL BE LAID LEVEL, AND SPACED ACCORDING TO THE DRAWINGS. MONITOR STANDPIPES SHALL BE PLACED AS SHOWN IN TIIE DRAWINGS. THEY SHALL BE RIGID PVC ASTM D-3034, OR OR 4 INCH DIAMETER CAST IRON. THE SECTION SHOWN WITR HOLES MAY BE EITHER DRILLED 0.5 INCH ltOLES ON TItE 6 INCH CENTERS ON OPPOSITE SIDES OF TIlE PIPE, OR A SECTION OF REGULAR PERFORATED SEWER PIPE MAY BE CLAMPED TO THE SOLID SECTION WITH A NO-RUB COUPLING OR SOLVENT JOINT. A RUBBER RAINCAP (JIM CAP OR EQUIVALENT) SHALL BE PLACED OVER TIlE TOP OF THE PIPE. IF THE FINAL GRADE OVER THE BED IS LESS THAN 4 FEET ABOVE TtIE GRAVEL. INSULATION IS REQUIRED, USING DOW EXTRUDED BLUE STYROFOAM BOARD, THERE SHALL BE 1 INCtl OF INSULATION FOR EVERY FOOT OF SOIL LESS THAN THE REQUIRED 3.7 3.8 4.0 4.1 4.2 4.3 5.0 5.1 5.2 5.3 4 FEET OF COVER, BUT THERE MUST BE AT LEAST 18 INCHES OF SOIL EVEN THOUGH INSULATION IS USED. TIlE SOLID PIPE EXTENDING FROM THE SEPTIC TANK TO THE DRAINFIELD SHALL ALSO HAVE 4 FEET OF COVER OR AN EQUIVALENT LAYER OF INSULATION COMBINED WITH SOIL TO PREVENT FREEZING OF TIIE LINE. IF INSULATION IS NOT NECESSARY, THEN THE GRAVEL MUST BE COVERED WITI{ A LAYER OF A NONWOVEN FABRIC (SUCH AS MIRAFAI, FIBRETEX 200 GRADE, POLY-FILTER X, OR EQUIVALENT). TIlE TOP AND SIDES OF THE BED SHALI, BE PI,ANTED WITII A WHITE CLOVER AND RED FESCUE MIX OR BLUE GRASS. INSPECTIONS TillS BED WILl, REQUIRE THREE INSPECTIONS. THE FIRST INSPECTION WILL BE OF THE OPEN EXCAVATION, TO ASSURE THAT TRE SYSTEM IS INSTALLED IN PROPER STRATA AND DEPTH. THE SECOND INSPECTION WILL BE PERFORMED AFTER SAND FILL IS INSTALLED, BUT PRIOR TO PLACEMENT OF GRAVEL AND DISTRIBUTIGN PIPES. THIS INSPECTION WILL VERIFY THAT THE FILLER IS PROPERLY INSTALLED, THAT IT MEETS SPECIFICATIONS AND THAT IT FULFILLS THE INTENTION OF THE DESIGN. THE THIRD INSPECTION WILL BE PRIOR TO BACKFILL AND VERIFY THAT DISTRIBUTION PIPES ARE POSITIONED PROPERLY, SUFFICIENT GRAVEL IS PLACED, AND THE SPECIFICATIONS OF THE DESIGN ARE MET. THE LIFT STATION REFER TO ANCHORAGE TANK 500 GALLON LIFT STATION SPECIFICATION. PROVIDE A CAI,DER COUPLING AT THE CONNECTION OF TIlE 4" SOLID PVC INFLUENT PIPE AND 4" STEEL NIPPLE. MOA BUILDING CODES: WHEN LIFT STATIONS ARE INSTALLED WITHIN THE MUNICIPALITY, AN ELECTRICAL PERMIT AND INSPECTION ARE REQUIRED. IN AREAS NOT COVERED BY MOA BUILDING CODES, THE SYSTEM SHALL BE INSPECTED BY A LICENSED ELECTHICIAN TO INSURE THAT THE ELECTRICAL INSTALLATION IS IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS. CONTROL SERVIC"$, INC. 1200 West 33rd Ave, , Suite B ANCHORAGE, ALASKA 99503 (907) 561.5040 CALCULATED BY--__ DATE -- CHECKED BY- -- DATE SCALE CONTROL SERVIC INC. 1200 West 33rd Avenue Suite B ANCHORAGE, ALASKA 99503 Phone 561-5040 3 r~ 'TANK FOR I..,IFT SYSTEMS Anchorage Tank & Welding, 2700 Porcupine Dr. Anchorage, Alaska 99501 (907) 272-3543 SEP]iL; TANK SHAI.,L, BEE A MOI)IFIEi) AN("~C)RAC.)E TANK SII:I~;I., TANK, THIZ DESIGN OR ANAI.,YSIS SHALL BE IN ACCOR[mANCE ~ITH ACCEP)IED ENGINEERING PRACTICIE AND L.,OCAL, RIEGLH,ATORY AGENCIES, TI..IE TANKS SI'iAL, L., BE!: DIESIGNED FOR CC]NDITiONS AS RIEQUIRED BY HUNICIPAL AN REGUI..ATIONS, S T A T E C, Al.l, WEI.,,I)ING SI,iAI..,I.. BE IN ACCOI~:OAi'!C.:E t,J;[TI..I A P P I,., I C A B I., E C 0 D E S A N [i S T A N D A R I) S, D, COATING SHAbI., BE 'f'NEMEt: I.I. 6...q. 65 H]:,-BUILI~ TANI< COAI'ING AND APPL, IED AS I::OI.i.,OWS', SURFACE PRE:PARAT];OF; AL,L, SURF'ACES MUST BE I)l:,tY, CLEAN, AN:O RIEASONABLY FREE OF RUST AND MILl., SCAI,F EXCESS RUST, MII,.,L, SCAL. E AND WEI.,DING SL. AG SHAL, L BE I:J~;NOVED BY WIRE BRUSH C)I:~ OTHER HEANS AS NECIESSARY, 2, AI:q:U,.,ICATION SHALl,. BE AIRL.ESS SPRAY '¥OIJCH UP WITH BRtJSH OR ROL, I.,ER, TH]:NNING SHAI..L BE ACCOHI:q. ISHED WIFH APPROVED HATli;;I.,']:AI_, AND WILL, NOT I'ZXCIEEI:~ 5%, SURFACE 'f'EHPERATLq:U!!: SI-IAI. L NOT BE BIEL, OW q. OF:' OR 5 BEL,OW I)E:W POIN'T' WHICH EVI;R IS I..,OWEI:~, INTERIOI~ !]I"IAL.,L. BE COATED ]'WE] BI:Z A MINIMUM OF 20 [IRY HII..,L,S BE COATEB ONE TIME: AN'O SHAL, L, OF 1.0 'ORY MII.,,L,S, TINES ANI:I SHAL, L EXTE:RIOR SI.IAI.J., BE A MINIMUM RISER Anchorage Tank & Welding, 2700 Porcupine Dr. Anchorage, Alaska 99501 (907) 272-3543 A m OUTI..,ET RISERS SHAI..I.., BE: GAL, VANIZED STEEL, CLII.V!:::RT, AN]O SHAL, L BE T)q. INtE;HES (MINIKUH), HIGH, SHAI..,I.., HAVE A MINIMUM NOHIPiAL, i)IA?.iIET'ER OF' 2q. INCHE. S, ANI~I E]I-IAL, L, BIS CAFIAI-)IJiE OF BE]:NG I~iQU]:PPE[I t4I'¥H 'IHE FOLL, Ot41 N{:: A, A ,JtJNCTION (NEHA q.X) OR ATTACHE][:I TO THE RIrSER, B, UL, L,I'.~TE1) EL, ECTRICAI.., IN 'T'HE J-BOX, BOX OR E:QUAi , BONI)EI) A Jr., ]: I:~ SHALL BE I::'URNISHEI:~ WITH ~HE RISE:R, IT SHALl.., BE C(iNSTRL~CTI.Et] 01::' I:'IBERGI.~SS OR AGLiREGATE F:I. NiISH, RISER INSTALL, ATION -- EACH RISER SHAL'L BE: OR LIEI~,]OliLIll TO THE 'FOP OF: THIL TANK IN SLICH A MANNIF.:R AS TO PREVENT :[NI::II.'TRAT]:ON OF C';ROUN]O LIA'T'ER t.41''lli R li~: PRESENT, E tNSLII..,AT]:ON - 2" SPRAYEI) LII:~ETHANE ON C I RCUHI::I~': I:~ENC E 01:: Anchorage Tank & Welding, 2700 Porcupine Dr, Anchorage, Alaska 99501 (907) 272-3543 EFF'L, UENT F'UH: ]liNG AS~i;EHIEIL.,Y A, IEI::'F'L. UENT I:'LIi~i ING ASSEMBLY SI"IALL [IE [)I~ENC(~ '.~P{STEHG (TH) Hi]DEL, 0~3I I~E :I;O00 SER~IES CCINSISTING 0F FOLLOWING: .1., 1/3 H,P, MYERS GSM2.5 :L:l,'5 VOL, T OR E!:l',~llAl., SCREENEi[I PIJMP VAIJL, T (U,S, PATENT 1tq. q. 39S2S) 5~?'' ]BEE;I:~, 3/16" TI"IICI( H]if:~FI-"I:~ENSg;TY I:"VC C ¥ C I., Z f'i )3 Ii: R H 0 t.J ~ E S T H E P lJ H P, L, E V E L, C 0 l': t' F! 0 I..,!i; ANI) SCREEN AND SERVE!i~ AS A I~AI:'F'I..,IE ]'[) PREVENT THIE S[;REIEN FROM CI.,(:~GGING, THE I::'IF"]I.I;N 1""1/2" ILIA, HOI..,ES AI~E I)I:~II..,I,i::D THE VAULT A'f' A L, EVIEL '¥1-1A~I I;q.,ACES THEN fit ~BOUT TNE: H];DW~Y POINT IN THE I:qEPTH EJF' THE [;;1:~: P T I C, :[ N FL, AP CFIECK: AI..,L,£)LIS THE VALII.,T TI:) DRAIN IgI"IE:N REMOVIN[; I::'RE)N TANK, SCI;~EEN: 15" DIA, CYL]:N]~tER OF I"IIGH"-]BENSITY POLYETHYL[:NI'Z :1./8" HESI'i C~ST INTO FZ[dEI~GL, ASS BOTTOH, hi.!., PI..,UN~':tZNG SH~LL, BE PVC OR O~t(~:R NON .... COI~RE)DING H~TIERI~I PUMF~ CONTRE)LS AN[~ ALARH SYSTEM -' CONTR(]I.., ~;HA[.,I. ~;dE ORENCO SYSTEHS (TH) NI..,'";3F' CONSISTING OF: AUD]iBI.,IE ALARM PANEL HOLINT IJiI. FH A MINIMUM 80 ]:[}:l [;[)l..lN[I PI~IESSLJRE A'[' 2LI.-INCI"IIES, OP;::R~TZNG TEMI~E:RA'TURE -";~OA( TO 65AC, CON'f'IN[)US SOLJND, Anchorage Tank & Welding, 2700 Porcupine Dr. Anchorage, Alaska 99501 (907) 272-3543 O]:L--T]:GHT V]iSL!AL ~d..,ARM W:[TH I::'Ii..ATURE, ALJTOH(¥T':I:C AUI)]iE]""~fl.,(~d~H I~E:SEiT, :1.5 AMP ME)'T'OF~ RATE}:~ TE)GGLI!iZ SWZII'CI.I, POLE, D(] llE~ L E-- T H r;:(.);J MANUAL (NAN), ;hUT'E)MAT]~C (AUTO), AN~ CENTE~R (OFI::') (H,O,A,), NE:HA E:NCL, O~;LJRE W]:~"H I-.I]:N[3E:][:I COVE:[~, PVC S'I"EH I,JH:I:CH ¢~TTACHES ]"(] VAUI,T, []NE FL, O~T S:[E.)NAL, G AI.,hRH; THE: O'i"I-.ILI~ St4]::i"CHE:S PLJHI:) ON....OF'F', :[N!3TAI.,LAT:I:ON, ALI., PUMP:lNG SYSTEHG SI'h~LL, ]EIE: ]:NG'¥ALI.,E:I) :iN AE;CORI:~ANCE WITH '¥'l"llii: MANUF'ACTURI!!:R'S CONTROL SERVICE 1NC. 1200 West 33rd Avenue Suite B ANCHORAGE ALASKA 99503 Phone 561-5040 DATE_ Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, ADchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: __ DATE PERFORMED: .~- Township, Range, Section: ~ce~ 33 1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 17- 18- 19 20 OL o~ 4n,c COMMENTS ,~'~, ' / ~n? ~. ?~ WAS GROUND WATER ENCOUNTERED? Il: YES, AT WHAT DEPTH? Water Alter hlonilorin§? SLOPE SITE PLAN Po ~2 ~ tk! Jif Roading Date Time Time Depth to Water Net Drop PERCOLATION RATE -- (minutes/tach) PERC HOLE DiAMETER TEST RUN BETWEEN __ FTAND FT CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFEECT O~THIS DATE DATE: 72-008 (Rev. 4/85) /.~,,.~.,4bRAGE, ALASKA 99~0-3- (907) 561-5040 , / MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTN AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR 14EALTFI AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-47'20 /:;,¢',"¢~'*" Application Date __ 1. GENERA?NFORMATION (a) Le[~ Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) Applicant Name ,-'~'(~~~_ __ Telephone: Florae -~c~'~)~ · · f, (c~ Business (d) Lend, ing Institution Address Telephone (e) Real Estate Company and Agent Address Telephone Mail the FIAA to the following address: / TYPE OF RESIDENCE Single-Family(~ Multi-Family [] Number of Bed*ooms ___,¢~ Other WATER SUPPLY Individual Wellr[~ Community [] Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and slatus. SEWAGE DISPOSAL Onsite.~Public [] Community [] Holding Tank [] Note: If community well system, must have written coofJrmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AHD INFORMATION As certified by my seal affixed hereto and as of tile validation date shown below, I verify that my investigation ol this HeaJih AutbodiyApprovalshowstba he°n'sitewaersupPyand/orwaslewaterdisposalsystem ssa~e, funcfiona andadequale or the nun her o$ bedrooms and type of structure indica ed herein. I fur[her vori$y that based on fhe informalJon obtained Irom the Municipality ol Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewa/e~ disposal system is in compliance with all Municipal and State codes, ordinances, and regulations Jo effect on tile date of this inspection. Name of Firm ~('?C' 5; _.~-~ Telephone ..,~,.[- 5¢%0 Date ~-- CAUTION The Muncipality of Anchorage Depadment of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given ia paragraph 5 above hy an independent professiona~ engineer registered in the Stale o~ Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and stale requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. 'rile Municipality of Anchorage is not responsible for errors or omissions in the prolessJonal engineer's work. Page 2 el 2 DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION MUNICIPALITY OF ANCHORAGE (MOA) BAR 3 HEALTH AUTHORITY APPFIOVAL (HAA) CHECKLIST - FEBRUARY '1984 26,.,,2° RECEIVED Legal Descr pt on' ~/(,/, ~¢~, .~,c .'~'~ WELL DATA Well Classification Well Log Present Total Depth /','~© ~ Cased to ~.Z~-'~C:~'~or-z/~"l Depth of Grouting Static Water Level /0 e~ ~' Pump Set At If A, B, C, D.E,C. Approved (Y/N) Sanitary Seal on Casing ~/~) Depression ArOund Wellhead (Y~,) Casing Height Above Ground __- Electrical Wiring in Conduit (Y~ Separation Distances from Well: To Septic/Holding Tank on Lot /~ ¢~) ~" ~/J ; On Adjoining Lots ~-~'~- /'E¢~) ( / To Nearest Edge of Absorption Field on Lot _ /~ ~ ; On Adjoining Lots ~/~ f¢¢ To Nearest Public Sewer Line ~ To Nearest Public Sewer Cleanout/Manhole ~ __ To Nearest Sewer Service Line on Lot ~ ~- /¢ Water Sample Collected by ~ . ~¢~ ; Date ~ ~/¢~ ~ Water Sample Test Results ~ - / ' , ( ~ SEPTIC/HOLDING TANK DATA Date Installed Y ~0 ~ ~ Size _/~ No. o: Oompm ent ~ StandpJpe~N, --~ Airltigh, Oap~N, ~oundation Oieanou~N) Depression over Tank (Y~ Date L~st Pumped _~% ¢*¢¢ ~'~ ~ Pumping/Maintenance Contract on File (Y/N) - ~ ;for ~ Holding Tank High-Water Alarm (Y/N) ~ _ Temporary Holding Tank Permit (Y/N) ~ Separation Distances from Septic/Holding Tank: ~ TO Water-Supply Well _-/~ ( ~ ¢,~ To Building Foundation ~ / To Property Line ~ To DJsposBI Field _ ./~ To WsJer MBin/Service Line ~~ /~ ~ To Stream, Pond, Lske, or M~jor Drainage Page 1 of 2 72-026(11/84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed Width of Field Square Feet of Absorption Area Depression over Field (y,~) '~ ~' Results of Last Adequacy Test /~ Separation Distance from Absorption Field: ( To Water-Supply Well [~ To Building Foundation Lot ~¢ ~c~ To Water Main/Service Line ~ To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicl~ Storage A~ea Type of System Design __ Length of Field ~:~ ~ Depth of Field ~ r Gravel Bed Thickness Standpipes Present (Y~. Date of Last Adequacy Test ,// ,//' r To Property Line f/4~P To Existing or Abandoned System on ; On Adjoining Lots ,¢-f/4 ~_ o To Cutbank (if present) ~p/oo / D. LIFT STATION Company Receipt N©. ~.--J Date of Payment Amount: $ Page 2 of 2 Date installed Dimensions Size in Gallons Manhole/Access (.~..N~'''~ "Pump On" Level at "PumJ~.Gff" Level at High Water Alarm Level at J _ Vent (Y/N) Tested for ~ Pumping Cycles during Adequacy Test. Meets MOA Electrical Codes (Y/N) J Comments J ** Check Permitted Bedroom Rating Against HAA Request ** Signedl certify that I~ haye che.,~ep,.,verif~ or con formed to all~.~r. Date _ ,~--/'¢- MOA ~a~d~. HAA guidelines in effeot on the date of this inspection. MOA NO. ~:~5~-~7 72-026 (11/84) Engineer's Seal biUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES WAIVER REVIEW WORKSHEET DATE RECEIVED: April 9~ 198.6 ENGINEER: A.E.C.S., Inc. LEGAL: T12N R3W Section 33 Lot J]5 1200 West 33 Avenue, Suite B Anchorage, Alaska 99503 561-5040 APPLICANT: Jeannie M~ WAIVER REQUESTED CRITERIA: 1) Geology: A. Water Ta Bo Soil Sot Co Permeabt D. Water Tai E. Horizont~ 2) Special Condi \ 3) Other not' grant'ed "for reasons listed below. WAIVER IS: DATE: BY: NAME ALASKA gl:lBOi]i giqTAL COFITROL $8kuE $, IRC. ~n§inecrin§ $ ~nuironmcnl~l JEANNIE MEE 2821 PORCUPINE ANCHORAGE ALAS RA 99516 SELLER-JEANNIE MEE JEANNIE MEE 2821 PORCUPINE ANCHORAGE ALAS IfA 99516 03/07/86 60098 LEGAL:T12N R3W SECTION 33 LOT 115 ADEQUACY TEST FOR SEWER SYSTEM ADEQUACY TEST DATE-03/05/86 THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 257 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 250 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 190 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS NOT ACCEPTABLE FOR A HOME OF 2 BEDROOMS. SEPTIC TANK ADEQUACY THE EXISTING SEPTIC ~NK VOLUME OF 1000 IS ADEQUATE FOR THIS 2 BEDROOM HOUSE. THE SEPTIC TANK/PACI<AGE PLANT HAS NOT BEEN PUbIPED WITHIN THE PAST YEAR. THIS REPORT DOES NOT VERIFY THE INTEGRITY OF THE PIPING FOR THE WATER SUPPLY OR WASTEWATER SYSTEM. FLOW TEST ON WELL WELL FLOW DATE-03/05/86 A FLOW TEST WAS PERFORMED ON THE WELL. 450 PUMPED AT A RATE OF 4 GPM OVER A DURATION OF 2 THE DRAWDOWN WAS 15.5 ' WITH A RECOVERY TIME OF AND '~{E STATIC WATER LEVEL WAS 104.6 FEET. TUE WELL IS ADEQUATE FOR THIS 2 BEDROOM HOME. GALLONS OF WATER WAS iHOURS. 120 MINUTES 1200 LU6$1 33r'rl ~ucnu¢. 5uil~ [~ ~,Anchoraq¢. Alas~,~ 99503.[907} 561 5040 CONTROL SERVIC' INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 h~UNICIPALI~' OF ANCHORAGr'(907) 561-5040 ,/ DEPT. OF HEALTH & / ',/!RON~,~ hJYA[ PROTECTION RECEIVED SHEET CALCULATED BY CHECKED BY SCALE__ OF DATE__ IU ALASKA eF1UIROFImeF1TAL COF1TROL S6RUIC6S, ~nqillcerinq $ ~nuironrnenlol SlurJies March 14, 1986 InC. MUNICIPALITY OF ANCHORAGE Department of Health and Human Services 825 "L" Street Anchorage, Alaska 99502-0650 Attention: John Kennedy Subject: Dear John: Health Authority Approval, Lot 115, T12N R3W Section 33 - 2821 Porcupine Trail. A Health Authority Approval with several conditionals was requested for the subject lot. Although the leach field did not pass the adequacy test for the two bedroom house, it is operating at 83% of the MOA required capacity of 300 gallons per day. No sewage was daylighting on the ground nor were the owners experiencing back-up problems in the house. We feel a 90 day conditional approval will not create a health hazard. Also, pumping of the sepltic tank at this time is wasted money, since the tank will have to be pumped when the absorption area is upgraded. Also, we recommend that verification of well casing can safely be performed at a later, more convenient time, because the well has a sanitary seal, is 1 foot above ground, static water level is 105~, and water sample March 10, 1986 was free from coliform bacteria contamination. It appears no impending health hazard exits. If you have questions, please call. Sincerely, Dennis Roe Field Engineer 1200 ~esl 33rd Auenue. Suile ~3~gnchoruqe. glosk 99503*[90~1 561-5040