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Home My WebLink AboutT12N R3W SEC 33 LT 226 I ~ MUNICIPALITY OF ANCHORAGE DEl TMENT OF HEALTH AND HUMAN SER¥f ~,S Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name DISTANCES Address -7~ ~/2 ~ t~/~ ' ~ SEPTIC ABSORPTION TANK FIELD WELL Phone(st Permit No No. o~ oms WELL / ' LEGALDESCRIPTION LOT LINE /~0 ~ / ~ ~ ~ I~zo ~ FOUNDATION ~/ Township, Range, Section AS-BUILT DIAGRAM (Show location o] well, septic system. 9ropGrty lines, foundaQon. ~/~ ~ /~ '~ ~ ~ driveway, water bodte~, etc ) TANKS N SEPTIC D HOL NG Manulac/urer Capacity in gallons / Material No. of Compadments TYPE OF SYSTEM -~ ~TRENCH BED ~ W. DRAIN ~OTHER ~- Depth to p,pe bottom from Total depth 1rom original grade / ~ ,3 :~ FII~ added above original grade Gravel depth beneath p~pe 7d FT & ~ FT Total absorption area Distance between lines ~ , ~ ' Number of hnes - S P,pe nlateda~ / L . , ~ ~ ( - InstaJler Date Installed ~~'~ ~ ~ ~ WELLS ~-~ ~ PRIVATE ~ OT~tdentifv) /~ --~ b '~'~ ClassUmabon (A,B,C) ~ ~] Cased to / FT REMARKS: I /' ~- 'ff cedily that ,his inspecli0, was pedormed acc0rdJng i0 all Heallh Depa.mentApprova,:-~'-~ ~' ~~ Date: 72-013 (3/85) ~C(~-""~>~'~'-~.~n ''. ' ' : : I hereby certify that I have su~eyed the ~ /~c~ ~. . c Anchorage Aec~ding Precinct, ~nska, and ~Aat ~he ~i~°~t'~'~~A%~ .:L' · ' improvements situated thereon ~re ~vithin the p~pe~y. ~;'~ ..... t~' ':' ~, ~ ~- - , lines and do no~ overlap or encroach on the property g~% ~.U~a-~. e.~]~ : - · lying adjacent taereto, that no improvements on prop- ~ ~ ~", ~ ,~%~ . arty lying adjacent thereto encroach on the premises ' ' ~.~ ~i~ ~ ~ . . - lines or other visible easements on sai~ prope~y ex,pt FAED %V~ & ASSOCIA~ 7~-/~/~ ~ngin~rs and PERFORMED FOr: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 lO 11 12 13 14 16 17 18 19- 20- COMMENTS Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST EOR5 Township, Range, Section: OL W~ Oc. CH SLOPE WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT ~///~ OL DEPTH? p E Depth lo WaLer After , 7/$/~' ? Monitoring? ~.Z Dato: SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop 7/.7 19:'9f -,'?'/ JO ,~?-.~/ }{} la:~* I:O~ Io ,~7 -,b~ ,OF · T~<~T' PERCOLATION RATE __ TEST RUN BETWEEN . ~I../?PL.E~Ek!7- FOe ~ I (minutes/inch) PERC HOLE DIAMETER . er~c, TE$T PERFORMED BY: / ~//b /~e, '~ I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev 4/65, ~"',~ E~'- ~ -/'/~~'-- PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20- COMMENTS Municipality of Anchorage DE'PARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LOT Township, Range, Section: WASGROUNDWATER ENCOUNTERED? SLOPE S IF YES. AT WHAT DEPTH? p E Deplh lo Waler Alter Meniloring? Dale: SITE PLAN I- N Gross Net Depth to Net Reading Date Time Time Water Drop 7/~ [IHt- r~/ I~ ,~-,(0 .o~ PERCOLATION RATE /~'~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ FT AND It ~ FT PERFORMED BY: I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES I. EFFECT ON THIS DATE. DATE: 77/~/~ ~ GRE!: "R ANCHORAGEof EnvironmentalAREA BOR '- $H Department Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TAN K: DISTANCE / FROM WELL //~ MANUFACTURER ~,¢-,/.¢~"X~,' S/~g-,~, MATERIAL NUMBER OF COMPARTMENTS INSIDE LENGTH INSIDE WIDTH ~ LIQUID DEPTH ~ .LIQUID CAPACITY/'~¢~-,~''-GALLONS. TILE DRAIN FIELD: DISTANCE FROM WELL //)~'~ ~'FOUNDATION //~ /?' NUMBER OF LINES / DISTANCE BETWEEN LINES ABSORPTION AREA ///~-~, SQ. FT. LENGTH OF EACH LINE ~%.;¢/ DEPTH O~:~ILtER , DEPTH: TOP OF TILE TO FINISH GRADE ~ MATERIAL BENEATH TILE TOTAL LENGTH ~/ NEAREST LOT LINE /~/~ OF LINES /~' .TRENCH WIDTH ~'/~: TOTAL EFFECTIVE IN. WELL: TYPE ///,/~)~)~/~/,//~'*~-'~ CONSTRUCTION ~ // ¢.~'~*"¢~-/~/'/~'~ DEPTH ~/~/// DISTANCE FROM: BUILDING , / NEAREST /¢ NEAREST )¢' SEPTI~ / SEEPAGE ~¢. FOUNDATION /~/~ LOT LINE /~ SEWER LINE //~ TANK ////2 SYSTEM ,/~'g2 CESSPOOL ~' OTHER SOURCES APPROVED V/ DISAPPROVED REMARKS DISTANCES: DIAGRAM OF SYSTEM INSTALLED BY: ,,~ SEWER LINE DEPTH: ¢'~"~/ PIPE MATERIAL: LOT SLOPE: REMARKS: ¢/I~ -,t/ 1/0 / G.A.A.B. GREATER ANCHORAGE AREA BOROUGH SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PEI~MIT INSTALLATION Of: sePTIC TANK ~ SEEPAGE PIT __~ , DRAIN FIELD ~ , OTHER SOIL TeST RESULTS ~/~ ~~ NOTE: THIS PErMit IS ROT ~ALID WITHOUT ~OIL ~ COMPLETION DATE ANTICIPATED ~ ~ ~ MINIMUM DISTANC:E$, REQUIREMENTS SEEPAGE AREA SIZE.////v/ =~_J~ // ~-~//__~'- TYPE SEPTIC TANK TO SEEPAGE PIT WALL SEPtiC TANK ., SEEPage PIT WELL TO SEPtiC TANK J~----~ SEEPAge PIT , SEEPAGE PIt , DRAIN FIELD CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED ~¥[TH AIRTIGHT REMOVABLE CAPS. GRAVEL BA~K~ILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. LICENSED DESIGNER I CERTIFY THAT [ AM FAMILIAR WITH THE REQUIREMENTS OF G R ANCHORAGE AREA~~B UGH ORDINANCE NO. 28-68 AND THAT THE ABOVE 8 9 10 Legal Description: Lot2~-(oBlock This Form Reports Soils Lo9__~ lATER ANCHORAGE AREA BORO[ DEPARTMENT OF E,NVIRONMENTAL QUALITY CASE 3500 THDOR ROAD ANCHORAGE, ALASKA 99502 ate Performed __Subdivision ~J~r, '~'~ ~1~ Percolation Tes De~th Feet Soil Characteristics 1 2 3 Water Encountered? If Yes, At what Depth?_ Reading Date Percolatio Proposed Installation: Depth of Inlet COMMENTS: Rate Hinute Gross Time SeeDaoe Net Pit Demth To Time I Depth to H20 Drain Field Bottom Of Pit Or Trench Net Dropl Test Performed By. (~~,. /(/~'".~'~'~1~ : ~ 'DEPARTMEk ,F HEALTH A?D ENVIRONMENT. )PROTECTION ...-, ~,~r~~ . 279.-2511, ext. 224 or 225 v ...~ ..... ~~ Date Received: August 5, 1977 #1: Time ~'.~.. _ #2: TJme ~3: Time ate Insp ~~___ Insp Insp REQUEST FOR A~PROVAL OF INDIVIDUAL SEWER'~D WATER FACILITIES 1. Lending Institution Request: Security Pacific Mortgage Mailing Address:1011 East Tudor Road, Suite 190 Phone: 276-1933 276-2636 Property Owner: Jerome Rowley George III Phone:, Mailing Address: Star Route A Box 490 V 99507 3. Legal 4: Single Family Residence: (x) Multiple Family Residence: ( Well System: Permit # C(.ns~ructlon Description: T~2N R3W Section 33 Lot 226 Individual well Number of Bedrooms: Number of Bedrooms: (x) Community/Public System ( ) Depth of Well Well Log on File Bacterial Analysis Sewage Disposal System: On-site System (x) Public Utility Permit # Installed /~_,~-/.?~n. staller Septic Tank Size ~/2_~--~ Manufacturer Absorption Area '.~ ~ .'Soils ~ate Material to Sewer Line Nearest Lot ii. ne Absorption Area to Nearest Lot Line Department o£ ~ealth and Environmental Protect±on Request £or ~pprov~l o£ ~ndividual Sewer ~nd Water Facilities Legal Description: T12N R3W Section 33 Lot 226 Comments: Affadavi% Attached: ( ) Letter Attached: Approved: .... Disapproved:~~'~ Department Worksheet: Date: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 2510 East Tudor Road, Anchorage, Alaska 99504 276-2221 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection: CMRO VA XX 2. Property Owner: JEROME ROWLEY GEORGE III Mailing Address: 3. Name of Buyer: Mailing Address: 4. Name of Lending Institution: Mailing Address: 5. Name of Realtor or Agent: Mailing Address: FHA_ CONV SRA 490 V , Anch, Ak 99507 Day Phone: 276-2636 Jerome Rowley George (refinance) Day Phone: SECURITY PACIFIC MORTGAGE CORPORATION Phone:. Legal Description: Lot 226: Sec 33 T12N~ RSWr SM Location: Dora Avenue Phone: 7. Type of Facility to be Inspected: 8. Water Supply Type of Supply: Public Utility If Individual, number of dwellings presently served If Individual, depth of well 9. Sewage Disposal System. Type of System: Public Utility If Individual, date of installation Single Family No. Bdrms, 5 Individual. ×× XX Individual (on-site) 72-003{3/76) October 4, 1977 TO: Whom It ~y Concern SUBJECT~ Request for Approval of Individual Sewer Water Facilities - T12N R3W Section 33 Lot 226 Jerome Rowley George III Property The request for approval of the sewer and water facilities on the above property is hereby granted ba~ed on a request for an on-site sewer system to serve a four(4) bedroom dwelling and~Lr. George's registered professional engineer~g stamp over his signature attesting that ~ae system is adequate. If there are ~%y further questions, please contact this office at 264-4?20° Joseph S. Blair, EnvirOnmental Services Manager SUBJECT ASE REPLY TO, H DATE Redi~rm ® 4S 469 Poly Pak ISO selsl 4P469 been covered with tank temperature t with the suspended The home will be o ~ 1,250 gallons ~~ (3 persons) (75 ga A six bedroom home 0 ~ would result in a ~12 persons) (75 gallons/person/day) ?? higher was ancy. This .9 days. Applying the 1.9 day retention time criteria to a 1,250 gallon tank yields an occu- pancy load of 9 persons. - more - Page2 The deterioration rate of the drain~ield due ~ Suspended solids clogging from too small a septic tank can be compensated for by enlarging the absorption area of the drainfield to produce a corresponding life expectancy. Based on a perco- lation of 20 min/inch the application rate suggested by U.S.P.H.S. in Figure 19 is Q = 5 = 1.1 gallons/SF-day. Your records indicate the field is SqoRt. T 143 LF x 4' W x 5' D. ApPlying the 50% reduction per U.S.P.H.S. Table 3, this yields an effective area of 1144 SF which serves .1144 SF (1.1 gal/SF/day) or 17 persons. 75 gal/person/day With time the.effective area will be reduced as will the percolation rate, thus, a~ ~ reduction in the appliCation rate. Allowing for the reduction of 30% in effective · area, the field would still support (0.7)(l144SF)(1.1 gal/SF/da~L~_) or 12 persons ~/ 75 gal/person/day based on current percolation. As the municipal criteria is based on 2/bedroom, the drainfield is theoretically / capable of supporting the load generated by 12 persons allowing for a 30% loss i, the efficiency of the system. ~ The home is located on 2 1/2 acres, leaving room for replacement drainfieldsV~ suitably separated from existing wells. Although the lot is large, clayey soils in certain areas will serve as a limiting factor. The home ~,~as occupied by two people for two years, one person for one and a years and three people for one-half a year. It will continue to be occupied byI three people under present ownership. Thus, the issue of protecting the public health and the interests of the buyer are not at issue as the system as present' constructed and operated certainly appears adequate for use by three permanent residents. The best proof of this being that the system is performing satisfactorily. The issue then becomes one of classification of rooms for the p~rpose of resale. At the present time the.drainfield appears adequate to serve a six bedroom home occupied by 12 persons. The septic tank is sized to handle a loading of nine persons yielding a four and one-half bedroom rating. The drainfield can be expected to deteriorate with time and nothing in this report should be construed as predicting the remaining life expectancy. Percolation or load tests can only measure the performance of the field at the time of the test. Thus, without a series of tests run over a long period of time to measure the rate of deterioration, any prediction of remaining life expectancy is an educated guess based solely on historical data from similar installations. As the system has the theoretical capacity to handle three times the loading it is actually being subjected to, the life expectancy of the system should be better than average if properly maintained. I cannot recommend the expense of running a load test on the system as it would only prove the present capacity of the system which is known to be adequate for the present and intended use. I request that the home be classified as a five bedroom home. If you feel it neces- sary to qualify this to limit permanent occupancy to nine persons unless the septic tank volume is increased through the installation of a small secondary tank, then please do so rather than classify the home as a four or four and one-half bedroom one. If the U.S.P.H.S. standards were applied, the'system would qualify for a five bedroom home rating. - more - , ~. ! Pa§e 3 I trust this contains the information necessary for you to complete your report. Please feel free to call me at my office at 276-2636 if you have any questions. Jerome R. George, P.E. JRG:ja ~Aota~e MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 2510 East Tudor Road, Anchorage, Alaska 99504 276-2221 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection: CMRO VA XX 2. Property Owner: Jerome Rowley Goerge III Mailing Address: ;~tar Route A Box 490V, 99507 3. Name of Buyer: JEROME ROWLEY GEORG]~ III FHA. .CONV Day Phone': 276-2636 Mailing Address: Star Route A Box 490V, 99507 Day Phone: '276-26~;6 Name of Lending Institution: SECURITY PACIFIC HORTGAGE CORPORATION Mailing Address: 1011 East Tudor Road Suitelg0 Phone: 276-1933 5.Name of Realtor or Agent: none Mailing Address: Phone: 6. Legal Description: T12N R3W~ Section :53 Lot 226 Location: NHN Lowe~ Luchloman, Anchorage, Alaska [Rabbit Creek] 7. Type of Facility to be Inspected: 8. Water Supply Type of Supply: Public Utility If Individual, number of dwellings presently served If Individual, depth of well. 9. Sewage Disposal System Type of System: Public Utility If Individual, date of installation 1,972 single family No. Bdrms. 4 rlndividual XX Individual (on-site) 72-003(3/76) /dLhNtCIPAUTY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION SEP 2 6 J77 RECEIVED 3. Lec Well ..System': Permit ~ Numb~" 8f Bedrooms: ;~ '..]' ' .! ?'-L" ' .~d'~'id~,'Well_i(x)'=C0m'~unity/Pubi-ic System ( ) Depth. of .Well ', Well Log o~ File. (:,) Construction- . .................... ',.. Sewage- PJ'~/~ttl ~tv~::': ~;~_~ ~ ~t'~ ((x)) ~'b;~ic: UtititL; (' ~erml,_- ........... L__. ~' f~~ ' 1972 I~:~'ait[l~e~ amoorpt~on A~?~e~~ =_.__~__:- i_L. g~-~ f~%'~ _. ........... ~te-ria. I Distances: ~&' De~%ic T~-~ to Absorption, Area to Sew~ -~ne : ................ _ -: Nearest ~ot lihe .... ....... AbsorPtion Area to Neares~ Lou ~ine ' .'. -~. . Legal Descrl comment s i: Disap[ Department - Worksheet