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Home My WebLink AboutGRANITE VIEW BLK 11 LT 1 { h~.reby cerdfy d,~{t I have surveyed lhe foliowi¢~9 described property, Lot ~ Block. /,/_. ,.,~'~.~.~,,,,~.¢-.recordlng PIecinct, Alaska, and that the improvem.~nts sduotcd thereon ore with{,~ the property {ines and do no; 3vet{ap or encroach ~ ~h~ property [yir:g ocJiacent 'hereto, that r~o improveme~t~ on property l>in~ adjacent thereto APP. TOPOG. FRO,Gl LEGEND ~ Form Approved .~H~,Form 2573 ,, Rev.~July 1958 FEDERAL HOUS NG ADMINISTRATION Budget Bureau No. 63-R296.8 HEALTH AUTHORITY APPROVAL INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM PART I.--TO BE COMPLETED BY FHA INSURING OFFICE Anchorage, Alaska MORTGAGEE Na%ionsl Bar~ of Alaska SERIAL NO. MORTGAGOR OR SPONSOR DePIETRO~ F~an~ & Mary A. PROPERTY ADDRESS Lot 1~ Blk 11, SUBDIVISION NAME Gra~Lte View Subd. BLOCK~O. LOT N~.. Granite View TOTAL NUMBER: BATHS LIVING UNITS BEDROOMS J "J,/"l~'~ BASEMENT [--"~ New installation WATER SUPPLY BY: [] Public system [] Community system SEWAGE DISPOSAL BY: [] Public system [] Community system Can attic or other area be made Into additional bedrooms? (If Yes, how manyg) NO. SYSTEM DESIGNED FOR r~ Individual oP BDRMS,, . GARBAGE DISPOSAL [] Individual 3 [] Yes [] No PART II.--TO BE COMPLETED BY HEALTH DEPARTMENT HEALTH DEPARTMENT INSPECTOR'S SKETCH It .is the opinion of the [] State ['--] County ,Local Department of Health that this individual water-supply system [~is [] is not satisfactory as a domestic water supply for the subject property. It is the opinion of the [] State [~] County [~Local Department of Health that this individual sewage-disposal sys- t~ with proper maintenance: [~Can be expected to function satisfactorily, and ~] Cannot be expected to function satisfactorily is not likely to create an insanitary condition NOTE: The health authority should complete the appropriate opinion statement above and affix date, signature and title in the health authority. PART III.MFOR USE OF FHA OFFICE TO THE CHIEF UNDERWRITER: I have reviewed the foregoing and the pertinent FHA CompliaTnce Insl~ection Report, and recommend that 'the Individual water-supply system be considered ~] Acceptable [~ Not Acceptable Sewage disposal be considered [~ Acceptable [] Not Acceptable. DATE SIGNATURE HEALTH AUTHORITY APPROVAL ] CHIEF ARCHITECT [~ DEPUTY FOR CHIEF ARCHITECT FHA Form 2575 REPORT OF INSPECTION~INDIVIDUAL SEWAGE-DISPOSAL SYSTEM PRIMARY TREATMENT consists o£~~Septic tank. [] Cesspool. Septic Tank~ Distance from well, (3 r ; feet. Material Total liquid capacity, ~' ~' .~ ;) '~; '5 Inside length,, feet. Inside width, Cesspool: Distance from: Well, feet; foundation, Inside diameter,, feet. Depth,. gallons. Capacity inlet compartment, feet. Liquid depth, .feet. Number of compartments ag .gallons. feet. feet; nearest lot line at [] front, [] side, [] rear,. feet. Liquid capacity, .gallons, Lining material SECONDARY YREATMENT consists of [] Tile disposal field. ~ Seepage pits. Other Tile Disposal Field: Distance from: Well, Total length of tile lines, Trench width Length of each line, feet; foundation, feet; nearest lot line at [] front, [] side, [] rear, feet. feet. Number of lines,. Distance between lines, .feet. inches. Total effective absorption area in bottom of trenches square feet. feet. Depth, top of tile to finish grade, inches. Type of filter material: [] Gravel. [] Broken stone. Other. Depth of filter material beneath tile4 inches. Depth of filter material over tile, inches. Number of pits /~,/' . Outside diameterl ~:Y; '~ i(: feet. Depth Distance from: Well, / i ' ~ / feet; building foundation, :z~ (,-) feet; nearest lot line at ~ front,~.side,:~ ~ar. /(~') feet. Inspection made by: ~ State. ~ ~unW. ,~ ~cal Health Authori Date of inspection ,:" =.7' ,?: ~. q..'i~ , 19 ~; 'f ' ' (TiTLU) REPORT OF INSPECTION--INDIVIDUAL WATER-SUPPLY SYSTEM Distance to nearest public water main,. ' feet. Size of main, ' inches. Individual wells ~].iare [] are not customary in neighborhood. Give most recent record of failure of wells in immediate vicinity to furnish adequate supply of water ." ' : ~ '~ "' Properties in neighborhood ITl are [] are not being developed with both individual water-supply and sewage-disposal systems. ~ '; ' ' ~' feet deep. Dwelling set back from front property line, ' ~ ':'-' feet. Lot size: i t-? ' ~ feet wide, /" .--' Individual water supply from: []i. Drilled well. [] Driven well. [] Dug well. [] Bored well. Distance of well fram: Building foundation, // :i,) feet; nearest lot line at [] front, ~[~:side, [] rear, /"::7:~ feet, C3 % feet; septic tank, '~' feet; disposal field, feet; cast iron sewer, a:~.... ,: 7: feet; tile sewer, r%~ ~ :' seepage pit, / (':" ~' ;' feet; cesspool,, feet; other sources of possible pollution, feet. Well construction: Diameter, L:'.. inches. Total depth, t ;s: '~,; feet. Approximate depth to pumping level of water in well, Sealed watertight to depth of /~ :? .? feet. Exterior space around casing sealed with: [] Cement grout. [] Puddled clay. [~,Ordinary backfill. Well cover: [] Concrete. [] Wood. [] Metal. Openings in well cover watertight: [] Yes. [] No. Pump: [] Shallow well. [~. Deep well. Length of drop pipe,. ;//:~ /~') feet. Pump capacity, Located in: [] Basement. [] Pumproom off basement. [] Pumphouse above ground. [] Pump pit..;:,:.i / Pumproom properly drained: [] Yes. [] No. Pump mounting watertight: [] Yes. [] No. Type of storage: ~],.Pressure. [] Gravity. Capacity, ~;/' :;L gallons. Has bacteriological exa'mination of water been made? ~ Yes. [] No. If answer is "yes," give date /'i" Quality of water ~ is [] is not satisfactory for human~consumption. Installation ~ d0b~'[-I does not comply with approved exhibits, if any. . . Inspection enade by: [] State. [] County. .~, Local Health Authority. feet. Type of casing, ::,. ,~'; 5: / Depth of casing, /"/ :..~ 'fi.5. feet. Approximate yield, / ('3 gallons per minute. Date of inspection / , 19 gallons per minute.;.' , : ~ Form Approved ~HA Forr~ 2573 FEDERAL HOUSING ADMINISTRATION Budget Bureau No. 63-R296.8 Re~ly 1958 HEALTH AUTHORITY APPROVAL INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM PART I.--TO BE COMPLETED BY FHA INSURING OFFICE ;mchor~e~ Alaska MORTGAGOR OR SPONSOR SUBDIVISION NAME TOTAL NUMBER: LIVING UNITS BEDROOMS BATHS MORTGAGEE PROPERTY ADDRESS I~t 1~ Dlk 11, BASEMENT I[--~ New installation WATER SUPPLY [] Public system [] Community system SEWAGE DISPOSAL BY: [] Public system [] Community system PART II.--TO BE COMPLETED BY HEALTH DEPARTMENT SERIAL NO. &>.oo8976 View BLOCK NO. LOT NO. ICan attic or other area be made into additional bedrooms? (If Yes, how rnany~) WlYes NO. SYSTEM DESIGNED FOR [~] Individual OF BDRMS, GARBAGE DISPOSAL [] Individual ~ ~] Yes [] No HEALTH DEPARTMENT INSPECTOR'S SKETCH It is the opinion of the [~] State [~ County [--] Local Department of Health that this individual water-supply system [--1 is [] is not satisfactory as a domestic water supply for the subject property. It is the opinion of the ~] State [--'] County tem with proper maintenance: [~Can be expected to function satisfactorily, and is not likely to create an insanitary condition DATE SIGNATURE [] Local Department of Health that this individual sewage-disposal sys- [-~ Cannot be expected to function satisfactorily ITITLE NOTE: The health authority should complete the appropriate opinion statement above and affix date, signature and title in the spaces provided. Use of the above grid for Health Department Inspector's sketch as well as use of the back of this form is at the option of the health authority. PART Ill.--FOR USE OF FHA OFFICE TO TH:: CHIEF UNDERWRITER: ~ I have reviewed the foregoing and the pertinent FHA Compliance Inspection Report, and recommend that 'the Individual water-supply system be considered [--] Acceptable [] Not Acceptable Sewage disposal be considered [--] Acceptable [] Not Acceptable. DATE SIGNATURE HEALTH AUTHORITY APPROVAL CHIEF ARCHITECT DEPUTY FOR CHIEF ARCHITECT FHA Form 2573 REPORT OF INSPECTIONmlNDIVIDUAL SEWAGE-DISPOSAL SYSTEM PRIMARY TREATMENT consists of ~Septic tank. Cesspool. Septic Tank~ ~ Distance from well, ~'1 feet. Material, (;~' ~ k~.'.~ gear ? ('~ ~,v ff Number of compartments / 4~r gallons. Capacity inlet compartment, gallons. feet. Inside width, feet. Liquid depth feet. Total liquid capacity, Inside length, Cesspool: Distance from: Well, Inside diameter, feet; foundation, feet; nearest lot line at [] front, [] side, [] rear, feet. feet. Depth, feet. Liquid capacity, .gallons. Lining material SECOMDARY TREATMENT consists of [] Tile disposal field. ~[~ Seepage pits. Other Tile Disposal Field: Distance from: Well, feet; foundation, feet; nearest lot line at [] front, [] side. [] rear, feet. Total length of tile lines, feet. Number of lines, Distance between lines, feet. Trench width, inches. Total effective absorption area in bottom of trenches square feet. Length of each line feet. Depth, top of tile to finish grade, inches. Type of filter material: [] Gravel. [] Broken stone. Other. Depth of filter material beneath tile,~ inches. Depth of filter material over tile, inches. Seepage Plts~ ~ ~, ~ ~ , Distance from: Well, /(~'~} feet; building foundation, ~(:~.J feet; nearest lot line at [] front,,~.~ido~;~;~r. /"q~,,} feet. le,poctlen made by, ~ State. ~ ~unW. ~;Lo=l Health author W *-~'~ ~ ~ g) ~ ~} Date of inspection ~/ (~ '~,_~i~'~2 19 .. REPORT OF INSPECTIONmlNDIVIDUAL WATER-SUPPLY SYSTEM Distance to nearest public water main, : ....... '~'~.feet. Size of main, ~"~'~: .inches. Individual welN~re [] are not customary in neighborhood. Give most recent record of failnre of wells in immediate vich~ity to furnish adequate supply of water ~'k//~'i';/,l~'' ~,~"~'~.; Properties in neighborh~d ~are ~ are not being developed with both individnal water-supply and sewage-disposal systems. .... feet deep. Dwelling set back from front properW line .~ feet Individual water supply from:~,prilled well. ~ Driven well. ~ Dug well. ~ Bored well. Distance of well from: Building foundation, cast iron sewer ~ O feet; tile sewer, seepage pit -//J ~} feet; cesspool, Weft constructlom feet; nearest lot line at [] front,,~ 'side, [] rear, ?~ feet, t.~tS~' .~' feet', septic tank, t~?~'~'.,~- feet; disposal field,, feet; feet; other sources of possible pollution, feet. Diameter, ,(,,,_, inches. Total depth, I l.~ 5'~feet. Type of casing, .~'t;~0~/ Depth of casing, /ff~t feet. approximate depth to pumping level of water in well, ~O feet. Approximate yield, /(3 gallons per minute. Sealed wate=ight to depth'of /l?;e feet. Exterior space around casing sealed with: ~ Cement grout. ~ ~ddled clay. ~Ordina~ backfill. Well cover: ~ ~ncrete. ~ Wood. ~ Metal. Openings in well cover watertight: ~ Yes. ~ No. Pure,, ~ Shallow well. gOe~p we~l. Len~h of drop pipe:/OO f~t. ~mp capacity, gallons per minute.~ ~cated in: ~ Basement. D ~mproom off basement. D Pumphouse above ground. ~ Pump pit.~ t~Ie[/ ~mproom properly drained: ~ Yes. ~ No. ~mp mounting watertight: ~ Yes. ~ No. Type of storage: ~ Pressure. ~ Graviw Cavacitv. ~'~ ~a ons Has bacteriological examination of water been made? ~ Yes. ~ No. If answer is "yes," give date /~? ,~?~?~,.~5~ Quali~ of water ~ is ~ is not satisfa~ory for human consumption. ' .... , Installation ~does ~ does not comply with approved exhibits, if any. ~r ~'''~'~ ' '~ '~t~'' ,, .rl Inspection ~ae by: ~ State. ~ County. ~ Local Health AothoriW. / ~.~:. ., ~t" ~ - (TITLE) Lab. No INDIVIDUAL WATER SUPPLY '--, ,2. '~ Southcentral Regio~a! // .' , ~ ALASIOk DI~PARTMENT OF HEALTH o~x~ Section of Sanitation and lgngineering ACTION ON REQUEST FOR BACTERIOLOGICAL WATER ANALYSIS Your recent request for an analysis of a sample from the Individual Priv~e Wate. r Sup. ply Lot 1~ 33!k~ 1~. -,, Crani~e v~ew Sub, serving was received I~!8~62 and ex, mlnation has been completed. Records in this office indicate this IndDidual Private Water Supply to be of sanitary status. Analysis shows this SAMPLE to be ~/ Satisfactory Questionable_ If an "Unsatisfactory" 1. F.H.~. Dep~'~ment Box 3899IJ - St, Route B Spenard~ ~laska /"~/Satisfactory Questionable Unsatisfactory Unsatisfactory. or "Questionable" status is indicated above, you should take immediate action as recommended below. Boil or chemically treat your water supply to protect your family from water-borne diseases as outlined in eh- closed leaflet, "Drink It Pure." 2. Improve your spring--See bulletin HSE-6-2 3. Improve your cistern--See bulletin HSE-6-3 4. Improve your dug well--See bulletin HSE-6-4 5. Improve your driven well--See bulletin HSE-6-5 6. Improve your drilled well--See bulletin HSE-6-6 SANITARIAN'S REMARKS ¸'5 7. Relocate your well tO a safe location in relationship to your sewage disposal system--See bulletin HSE-15 8. Bottle broken in transit, please send new sample. 9. Sample too long in transit; sample should not be over 48 hours Old at examination to indicate reliable results. Please send new sample. 10. Contact your nearest [] Local Health Department or [] Alaska Health Department, Sanitation office for bulletins, consultation, and assistance. 11. This is a surface water source and subject to pollution by man and animals. An approved Water supply source should be developed. ', ,.z' .':),. ~ADH-HSlt~-F1 ( ! ) ~ (4M) ACTION INDIVIDUAL WATER SUPPLY Lab. No. 10~1 ALASKA DEPARTMENT OF HEALTH $outheentrat Regional Section of Sanitation and En~ineerin$ ov~tc~ ON REQUEST FOR BACTERIOLOGICAL WATER ANALYSIS Unsatisfactory Department 3859U - Bt. Route B $penard, Alaska Your recent request for an analysis of a sample .frgm the I_n.dividu~Pr_ivate Water Supply ~ot 1, Blk. 11 Granite ~iew Sub. serving, was received 1'1~-62 and examination has been completed. Records in this office indicate this Individual Private ~Water Supply ~'~' S '--- Questionable sanitary status. . j to be of atisfactory Analysis shows this SAMPLE to be V Satisfactory Questionable Unsatisfactory. If an "Unsatisfactory" or "Questionable" status is indicated above, you should take immediate action as recommended below. 1. Boil or chemically treat your water supply to protect your family from water-borne diseases as outlined in eh- dosed leaflet, "Drink It Pure." 2. Improve your spring--See bulletin HSE-6-2 3. Improve your cistern--See bulletin HSE-6-3 4. Improve your dug well- See bulletin HSE-6-4 5. Improve your driven well--See bulletin HSE-6-5 6. Improve your drilled well--See bulletin HSE-6-6 7. Relocate your well to a safe location in relationship to your sewage disposal system--See bulletin HSE-15 8. Bottle broken in transit, please send new sample. 9. Sample too long in transit; sample should not be over 48 hours old at examination to indicate reliable results. Please send new sample. 10. Contact your nearest [] Local Health Department or [] Alaska Health Department, Sanitation office for bulletins, consultation, and assistance. 11. This is a surface water source and subject to pollution by man and animals. An approved water supply source should be developed. SANITARIAN'S REMARKS ALA$KA DEPARTMENT OF HEALTH Division of Public Health Laboratories BACTERIOLOGICAL WATER ANALYSIS Lab. No. Source Lot 1; Blk. 11: Granite View Sub. Ma~ Repotr to F.HA Department - Box 3899 U Addre~ Star Route B - Anchorage; Alaska Dates: Collected 1-28-62 Date Received 1-:t8-62 Lactose Broth 24 hours 48 hours 10cc 10cc 10cc ] 10cc 10cc 1.0cc . 0.1cc EMB B G B Lactose Broth, 24 hrs. 48 hfs Gram's stain Coliform Density (Most probable No..per 100cc.) Reported by. BV .Date 1-20-62 AbsentXXX This analysis indicates Cbiiform Organisms to be: Present, Ont Completely, ,~so~:41:.'-,.' :> (~):::',:: c:Z~ Request for Bacteriological Analysis ~ .... Mb. ~o ...........:L:~.),:?~:::. ............... water sample collected by (Name of person collecting sample) (Date) (Time) Water sample collected from PiJ Kitchen tap; [] Bathroom tap; [] Basement tap; Other list .................. ;. d ................. ~ ............ [] ( ) ................................................ r' 7 , . , Address premise where source rs locar~eo...L-.: .......... r. ...... ~z:...=.._.~ .................................................................................................... (Mr.) Mail report to (Miss) .................................................................................... ......... (Name) (Box No. or street address) (City) Please place an "X" in the box before items which best describe your water supply: SOURCE: Well -- [] Dug, [] Driven, ~Drilled, [] Bored [] Spring, [] Cistern, [] Other (list) .......................................................................................... :-~ .................. [] Creek, [] River, [] Lake, [] Pond ................................................................ ................ , ............... ~ .................. DUG WELL OR CISTERN CONSTRUCTION: Walls- [] Wood, [] Concrete, [] Metal, [] Tile, [] Brick or Concrete Block Top -- [] Wood, [] Concrete, [] Metal, [] Open Top LOCATION: [] In basement, [] Basement offset, [] Under house, J~ In yard Other ................................................ ~ ............................................. : ................................................. ,7 .......... ' .......................... DISTANCE TO: Building sewer or other drainage pipe.: ....... :....feet, SePtic tank ...... ~.O. feet, Tile field .............. feet, Seepage pit .............. feet, Cesspool ../-/~..--~-. feet, Privy .............. feet. Other possible sources of contamination (list) .............................................................................................................................................. MATERIAL: Building sewer -- [] Cast iron, [] Wood, [] Tile, [] Fibre pipe, [] Asbestos cement Joint material -- Type ................................................................................................................................ : ...................... GENERAL INFORMATION: Does water become muddy or discolored? [] yes, ~(no When? ............................................... : ........................ , ................................................ = ............................ Diameter of well .......................... ~...~.f .................... depth ...................... ./-.. -~--..~-. .................... feet ~'~, - ~, rr / Well casing material ........... ~..~.~..~-..:~ ...... diameter ....... '~. ......... depth ............ ...~.3: ............... Length of drop pipe ............. ,./..0..?...:r ............................................................................................. Water depth from bottom...:..Z..%.O. ......................................................................................... ~.feet Pump location: ~in well, [] Offse~ in basement, [] In basement [] In utility room, [] On top of well [] Other (l~st) ........................................................................................................ PURPOSE OF EXAMINATION: Illness suspected? [] yes, [] no New source of supply? ~es, [] no l~epairs to existing s~stem? [] yes, [] no Remarks: ................................................. ~ ....................................................................................................................................................... PLEASE DRAW A SKETCH IN THE SPACE BELOW. THIS SKETCH SHOULD SHOW LOCATION OF HOUSE, WAT~ SUPPLY SOURCE, SEPTIC TANK, SEWER, DRAIN LINES OR OTHER SOURCES OF POLLUTION AND DISTANCES BETWEEN WATER SUPPLY SOURCE AND ANY OF ABOVE FACILITIF~, ~ SAMPLES MUST BE SUBMITTED IN CONTAINEi~S PRovIDED BY THE ALASKA DEPARTMENT OF HEALTH '~, FHA F,ORM 2084c ~' ~VA FORM 26-1888 .. Rey. 1/60 F~ank DePietro /:orm Approved Budget Bureau No. 63-R548.6 ' SUBDIVISION SEWAGE DISPOSAL REPORT PART I - To Be Completed By Federal Housing Administration - Veterans Administration Field Office - Federal Housing Admin/stratinn - Veterans Administration (Name and Address) Subdivision File No. Name and Address of Sponsor Name and Location of Subdlvinlon Date Max. No. Bedrooms Water Supply Source: Community [] Public System [] System No. of Acres proposed typical lot area (Sq. ft.) per lot [] IndividualWells PART II - For Use of Sponsor INSTRUCTI0~S TO SPONSOR: This form is used where Sewage Disposal i.~ to be by means of septic Tanks wit~ subsurface absorption fields. Federal Housing Administration or Veterans Administration will furnish the form when applicable, des- ignating the public Health Authority. Percolation tests and soil borings shall be made and tabulated in Tables I and II, pa~t II below, by a licensed Engineer or qualified Sanitarian. This report in duplicate, accompanied by the required top- ographic map, shall then be submitted for review and analysis to the following Health Department: (Name and Address) INSTRUCTIONS TO ENGINEER OR SANITARIAN: 1. An adequate number of tests shall be made (one per acre, or if soil conditions indicate, a ~reater number will be required) to show clearly the absorptive ability of the soil throughout the tract. (Use Table I) 2. Each test hole shall be located by a key number on a topo- graphic map of the tract. 3. Soil borings shall be made (one every 5 acres, or if subsoil conditions indicate a greater number will be required) to show clearly the type of soil existing beneath the absorption area. Borings should extend to a point at least 6 feet below the finish grade of p~oposed absorption trenches. (Use Table I1) PROCEDURE TO FOLLOW IN MAKING REQUIRED PERCOLATION TESTS: 1. Dig or bore the holes with horizontal dimensions of from 4 to Note: The engineer should determine if the water in the test 12 inches and vertical sides to the depth of the bottom of the proposed absorption device. Holes can be bored with 4 inch di- ameter post-hole type auger. 2. Roughen or scratch the bottom and sides of the holes to pro- vide a natural surface. Remove all loose materials from the hole. Place about 2 inches of coarse sand or fine gravel in the hole to prevent bottom scouring. 3. Fill thehole with clear waterto a minimum depth of 12inches over the gravel. By refilling, if necessary, or by supplying a surplus reservoir of water (automatic siphon), keep water inhale for at least four hours, and preferably overnight. In sandy soils ie GW, OF, SW, or SP classified according to the ,c Unified Soils Classification System", the above saturation procedure is not necessary and the test can be made after the water from one fill- ing has seeped away. 4. Percolation rate measurements should be made on the day fol- lowing the saturation process, except in sandy soils. 5. If water remains inthe test hole after overnight saturation, ad- just the depth to § inches over the gravel. From afixed reference point, measure the drop in water level at approximately 30-mlnute intervals over a 4 hour period. The drop which occurs during the final 30-minute period is used to calculate the percolation rate. hole is due to a high ground water condition or the permeability of the soil. Report ground water conditions on reverse of Form and soil types in Table Z 6. If no water remains in the hole after overnight saturation, add clear water to a depth of about six inches over the gravel. From a fixed reference point, measure the height of the water surface at approximately 30-minute intervals over a 4 hour period, refilling the hole to a depth of 6 inches when the percolation rate indicates the hole will run dry before the next reading is made. The drop which occurs during the final 30-mlnute period is used to calculate the percolation rate. Not.e: If a hole must be refilled to obtain a final 30-mtn'ute reading, determine from the previous reading the water level drop during that interval. Add water until the level above the bottom equals this figure plus one half inch. Continue, measure drop during the final 30-minute period. 7. In sandy soils, or other soils in which the first six inches of water seeps away in less than 30 minutes, after the overnight sat- uration period, the time interval between measurements can be taken as 10 minutes and the test run over a period of one hour.. The drop which occurs in the final 10 minute perindis used to calculate the percolation rate. tABLE I - PERCOLATION RATE (RECORD RATE IN MINUTES PER INCH) Test Hole Percolation Test Hole Percolation Test Hole Percolation Test Hole Percolation 1 See attached 11 21 31 2 Percolation Te~t 12 22 32 3 Results 13 23 33 4 14 24 34 5 15 25 35 6 16 26 36 7 17 27 37 28 38 8 18 - 9 19 29 39 10 20 30 40 TABLE II - SUBSOIL DATA (GIVE TO A DEPTH OF AT LEAST 6 ~.) NOT E: Description of soil by Unified soil Classification s~stem is'preferred. When ground water is encountered, use last line to record depth at each hole. ..... Depth T~st~ool~ 1- -"~ees, H~I; ~ T;~t-H~i;~-' - ~;sr'H~Je ~ ~ '1:;st ~Oi* $ ' :l'~st' H~ole 6 Test Hole 7 Test Hole 8 Distance to ~ Ground Water (Part H is continued on Reverse) FHA FORM 2084¢ SUBDIVISION SEWAGE DISPOSAL REPORT' I96I tI~T?et-I jo, uo'[~T, atff ~q~mgS · ~o[~ ~u!pI.mq ~u!~oa~t~ suolL~puoo oU!oo~s uo~n pes~q oq plnoqs uJe]s~s qo~e ~o uo!]~II~]Su! pu~ 'uo!~on~suoo 'u~!~op OH.T. ~u~-o~as I~np!&xpu! aq] ;o uo!]~II~su! aq~ ~aAoo ]ou op ~o~ s~ uo pa~apua~ suo.mniouoo aq~ ~q~ poo~s~apun si ~I 'spIeu uo!$cl~osq~ ooul~nsqns tI$.zt* sine,sSs ~u~3 o!$clos ,Io osn oq3 iol olq~$lns $ou si [] 'splaIl uol2dzosq~ ao~jmsqns q]im smeUs£s qu~] o!]cle8 jo ash oq$ ~oj alq~]lns si ~'] :]o'~J] aq:[ ~Bq$ uo!u.tdo .Ino s! ~I 'uoIspHp -qns sIq~ tI$Im uo.Boauuoo uI paCloloaap uo.Bmuzoju.: ~aq]o pu~ s3so& uo.I]lllOOJOcI aLU[ ~o s~Insoz aq~ pauim~xo an~q o~ I96I '/.8 qo~X s~aoqou¥ 99EI xos IN~WI~Vd~O NlqVNM ~ paloldtUoD 08 oI - III .L~tVd · ~Uy~lmSUOO :,{q opera o~o~ 81ao& asoq& u~ou:jufl 'IOAOI ~o~,m puno~lt u! SUOWe.II'eA I~¢UOS~OS ut. tOU~t £ult oqposop o? oo~cls s!q~ oso_ (p°nu!lu°D) ' II .L~tVd INOd:l~t 'lVgOd$1(l gOVM~tS NOl$1AIClgflS a88t/gz WUO:t VA ' =~80: W~O;:I YH-I ADAMS · CORTHELL · LEE CONSULTING ENGINEERS March 27, 1961 3628 Mr~ Frank DePlefro 802 N. Bragaw Mr. Vlew~ Alaska SUBJECT: PercoJafion Tesf - Lof I~ Block tl, Granifc View Subdivision Dear Sir: Transmiffed herewifh are fha resulfs of fha percolafion fesf series performed in sfrlcf ~ccordance wlfh fh¢ mefhod prescribed in fh¢ Fk~ publicafion~ Minimum Pr2p~erfy Sfo~derds, Thc fesf hole was advanced by a fruck-mounfed auger fhrough fha ~rozen zone~ 0 fo g ~eef. fo fha percolafion fesf depfh af 8 Feel. The soils were classified visually by fha Unified Classificafion Sysfem. The fypical soils were sandy sill, SM, ovcrlylng a gravelly sandy slJf becoming somewhaf coarser wifh depfh~ C__~I=G~o Thc percolaJJon rare was J inch per 25 minufes. Minor sloughing oF fhe fesf hole clouded earlier readings as shown on fh¢ field dafa sheer. The wafer fable was nor encounfered. If is suggesfed fhaf e house ~lfh b~semenf would be saflsfacfory and deslrebt¢ from a frosf sfendpolnf. Very fruJy yours~ ADAMS · CORTHELL · LEE HRL/m~ Encl. /