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Home My WebLink AboutHERITAGE HEIGHTS LT 3Heritage Heights Lot 3 #015-361-19 Municipality of Anchorage Development Services Department 1enl 2 4 2012 Building Safety Division i I � .6- On-Site Water and Wastewater Program, 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 Page of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: OSP111221 PID Number: 015-361-19 Name: ROBERT BRODIE Wastewater System: E] New ❑✓ Upgrade Address: 5900 YUKON, ANCHORAGE, AK ABSORPTION FIELD Phone: Number of Bedrooms: Q. ❑Deep Trench ❑Shallow Trench ❑Bed ❑Mound ❑Other. LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: GPD1Fr= Ft. Block: Lot:Subdivision: 3 Depth to pipe bottom from original grade: Gravel depth beneath pipe: HERITAGE HEIGHTS Ft. Ft. Township: Range: Section: FIII added above original grade: Gravel Length: Ft. Ft. Well: El New ❑Upgrade Gravel width; Number of lines: Distance between lines: __ Ft. Ft Classification (Private, A, B. C): ToWi Depth: Cased to: Total absorption area: Pipe Material: PUBLIC Ft. FL Ft Driller: Date DOW: Static Water Level: Installer: Date Installed: Ft. ISAAC'S EXCAVATING 9/14/2011 Yield: Pump Set at: Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES FI Septic ❑ Holding ❑ S.T.E.P: ❑ Other: To Septic Absorption Lift Holding ublic/Private Man-fedurw: Capacity: From Tank Field Station Tank Sewer Line GREEK 1250 Gal. Material: Number of Compartments: Well 200'+ 25'+ STEEL 2 Surface Water 100'+ LIFT STATION Sae: Manufacturer: Lot Line 5'} Gal. 'Pump on' level at: "Pump ofr level at: High water alarm at: Foundation 5'} in. in. in. Pump Make&Model Electrical Inspections performed by: Curtain Drain 5D'+ Remak=: EXIST TANK ABANDONED PER MOA BENCH MARK Location and Description: REQUIREMENTS. BACK DOOR JAM Assumed Elevation: 100 Ft Engineers Stamp Inspections performed by: LARS SPURKLAND Dates: 1a` 9/14/11 O F A�qs 111 2nd = �rG Development Services Department Approval � y. • ;� �� Conditional Approval Date: ; 497 • i SPURKLAND� �'• 11100 it Reviewed and approved by:. / Date: _��' I2 (1`FOp� NP_ s$0 (Rev. 04/06) 14�' HERITAGE HEIGHTS SID YUKON ROAD Lot 3 I SW/RG TIES A B ST. C.O. C 27.5' 32.5' S. T. G0. D 31.0' 34.5' DOL C.O. E 32.0' 36.5' DBL C.O. F 31.0' 37.0' STALLED NEW 1250 GALLON STEEL SEPTIC B C 2AWEC7ED TO DRAIN FIELD D £ w N F ABANDONED FXIS17NG - - SEPITC TANK PER MOA CODE REOWREMENTS 25 0 25 50 75 100 25 150 SCALE, 1' = 50 FT NOTE. 71AS IS NOT A SURVEYED PLAT 11' LL & SEPTIC {LOCATIONS TAKEN FROM ON --SITE WATER AND WASTE 4ATER OEPARTMENT DOCUMENTATION ALL LOCATIONS SHOWN ARE APFROXIMAT£ N07F.• SUBDIVISION SERVED BY PUBLIC WATER. NO WELLS WITHIN 200 FEET OF PROPOSED SEPTIC TANK REPLACEMENT SIT£. 4 FEET COVER DDU&E CLEANAITS AA A A II II CONNECTED TO EXIST BRAINFI£LD 1250 GALLI7N SEPTIC TANK BENCH MARK BACK DOOR JAM ASSUMED ELEVATION 100 FFE7 FDIINDATIDN CLEAALUT SPURKLAND ENGINEERINGI I HERITAGE HEIGHTS LOT 3 I I SEPTIC SYSTEM ASBUILT 203 W 157H. AVENUE DATE: OCT. 3, 1011 ANCH. AK. 99501 BOB BRODIE SHEET. 1 1 GRID: 2438 (907) 279-3916 5900 YUKON RD., ANCHORAGE, AK 99516 PERMIT # OSP 111221 PID # 015-361-19 HERIT46EHEI6HT9L3.DVG On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP111221 Tax Code Number: 01536119000 Work Type: Septic Upgrade Permit Effective Dates: September 07, 2011 to September 06, 2012 Design Engineer: SPURKLAND ENGINEERING Subdivision: HERITAGE HEIGHTS Site Legal Address: HERITAGE HEIGHTS LT 3 G:2438 Owner/Address: BRODIE ROBERT & NANCYE 5900 YUKON RD ANCHORAGE AK 995070000 Site Mailing Address: 5900 YUKON RD, Anchorage Lot Size in Sq Ft: Total Bedrooms: This permit is for the construction of: 18256 4 N Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: Date: -! 7 MUNICIPALITY OF 4 Community Development Department Develo m not Services Division ANCHORAGE p On -Site Water & Wastewater Program Mayor Dan Sullivan ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Oln- 7'I -� 7 Phone: 907-343-7904 Fax: 907-343-7997 Property owner(s) lb�,b (® all that apply) Day phone „l� Mailing address�� Field El Tank Upgrade KSeptic Site address - > IAM t — Legal description (Sub'd., Block & Lot) 1-I c,2, iA &�- H c i L � _T Legal description (Township, Range & Section) Lot Size—) G, 256 Sq. Ft. Number of Bedrooms y THIS APPLICATION IS FOR: THIS APPLICATION IS AN: (® all that apply) Initial ElAbsorption Field El Tank Upgrade KSeptic Tank ❑ Renewal E]Holding Privy ❑ Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. of property owner or authorized agent) Da6rmi`ush Fees: a-C)C' Fees: Payment:Date of Payment: ent: Receipt Number: Receipt Number: Permit No. Cs b" i Waiver No. GABuilding\On Site\Forms\Client Forms\Permit App_01 041 1.doc (Rev. 1/11) a g g Environmental Consulting and Design August 19, 2011 Municipality of Anchorage Development Services Department Building Services Division On-site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99519-6650 Subject: SEPTIC TANK PERMIT APPLICATION Heritage Heights Lot 3 Ladies and Gentlemen: We are submitting an application to upgrade the septic tank for this lot. The existing septic tank serving the above referenced property is 36 years old and the owner would like to replace it. The submittal consists of one (1) drawing showing the present improvements on the lot and the proposed improvements of the lot, of which only the septic tank is subject to this permit application. There are no wells within one hundred feet of the proposed replacement site. The installation of this septic tank will not prevent wells and septic systems from being installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses within 100 feet of the proposed septic tank location. The proposed septic tank will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. If you have any questions or are in need of additional information please contact me at 279-3916. Sigcerely, > s Sp)rkland, P.E. 203 West 15th Avenue Suite 202, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng@gci.net HEIGHTS SI D H E R I T A G E YUKON ROAD Lot 3 ABANDONED EXISTING - - SEPTIC TANK PER MOA CODE REQUIREMENTS 25 0 25 50 75 100 125 150 SCALE, 1' = 50 FT. DOUBLE CLEANI NOTE: SUBDIVISION SERVED BY PUBLIC WATER. NO WELLS WITHIN 200 FEET OF PROPOSED SEPTIC TANK REPLACEMENT SITE. 4 FEET COVER CONNECT TO EXIST DRAINFIELD 1250 GALLON SEPTIC TANK BENCH MARK ® "A" ON SITE PLAN ASSUMED ELEVATION 100 FEET FOUNDATION CLEANOUT NO. UL -11500 SPURKLAND ENGINEER/NG HERITAGE HEIGHTS LOT 3 SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE BOB BRODIE DATE. AUGUST 19, 2011 ANCH. AK. 99501 SHEET.• 1 1 CRID. 2438 (907) 279-.�91 B 39010 TUKON RD., ANCHORAGE, AK 99316 PERMIT # OSP 111XXXX PID # 015-361-19 HERITAGEHEIGHTSL 3.DVG a �w GREk R ANCHORAGE AREA BORC NGH y�uVVu�Department of Environmental Quality "' 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM PHONE 57� r/NAME Rbed_ T_)/�bdr LOCATION LEGAL DESCRIPTION Oe/ITU,Y, rIpI�I1�5 (h 1` _ SEPTIC TANK: DISTANCE I /J NUMBER OF " FROM WELL MANUFACTURER (OrCc MATERIAL 5ypeCOMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY GALLONS. TSL-C4f� - TOTAL LENGTH �� DISTANCE FROM WELL FOUNDATION NEAREST LOT LINE l7 OF LINES NUMBER OF LINES DISTANCE BETWEEN LINES TRENCH WIDTH D(O IN. TOTAL EFFECTIVE rJ / ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER DEPTH: TOP OF TILE TO FINISH GRADE—MATERIAL BENEATH TILE_7_�_11& ABOVE TILE (ti IN. WELL: C (i u 1,i g4ev- TYPE_ CONSTRUCTION g� ` DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION LOT LINE , SEWER LINE , TANK , SYSTEM CESSPOOL , OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES: D IL INSTALLED BY: l SEWER LINE DEPTH: S IlZ PIPE MATERIAL: GZS�l�Oh I i LOT SLOPE: i10K REMARKS Form EQ -032 DIAGRAM OF SYSTEM lob' h k6 DATCd-7L7 ' APPROVED V,(:, s t � C I Pccuott �' G.A.A.B. GRE! -ER ANCHORAGE AREA Bc,,\ jUGH � DEPARTMENT OF ENVIRONMENTAL QUALITY/ PERMIT V ct 3330 "C" STREET ANCHORAGE, ALASKA 99503 S � f a e, n1 ,I I' C7 „<( TELEPHONE 274-4561 ! , .., go�y¢eo ,.rte "�. 'Vr. /I !- N ✓ZY � � - t' ' s SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT �.r/ I t/ k iCc �rt2 4-)fic>clf 1 c/= Se _r PHONE NAME OF APPLICANT MAILING ADDRESStlJ///V C c/_ /`f L /i _a— i i INSTALLATION LOCATION LEGAL DESCRIPTION .1 INSTALLATION OF: SEPTIC TANK SEEPAGE PIT DRAIN FIELD .OTHER C TYPE AND SIZE OF FACILITY TO BE SERVED T— FINANCED THROUGH / TO BE INSTALLED BY SOIL TEST RESULTSy� '!/� NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL COMPLETION DATE ANTICIPATED TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.- SEPTIC TANK SIZE —( ' /; / TYPE SEEPAGE AREA SIZE TYPE �e r-/� MINIMUM DISTANCES, REQUIREMENTS DaRAM AF'SYSTEM --`� �'� FOUNDATION TO SEPTIC TANK . FOUNDATION TO SEEPAGE PIT �,�—a. DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL ' i SEPTIC TANK N -lam SEEPAGE PIT DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD, ALSO CONSIDER AREA WELLS. C c n[k .L 7- w ly 7'--c /.' WATER MAIN TO SEP IC TANK L / SEEPAGE PIT C� DRAIN FIELD r i \ SEPTIC TANK, %" Z (, SEEPAGE PIT DRAIN FIELD /_L Z—L' TO RIVER, LAKE, STREAM. ('\ CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OrV, EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4.INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL -f CONFORM TO BOROUGH 4GULATIONS REGARDING INSTALLATION. OR LICENSED DESIGNER 01 neL� Y� A� i FORM NO. EQ -0 6 _v r j1 { 47 r r -jam�-- l r L' I CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHOR AI DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE `��" APPLICANT'S SIGNATURE FORM NO. EQ -0 6 ONCE NO. 28.68 AND THAT THE ABOVE kill `s ALA LA Dr. Robert Brodie 8301 Old Seward Highway Anchorage, Alaska 4040 "B" STREET, ANCHORAGE, ALASKA 99503 PHONE: 907-279-2581 May 14, 1975 WO 17316 Project: Lot 3, Heritage Heights Subject: Subsurface Soils Exploration Dear Doctor Brodie: Transmitted herein are the results of a test pit placed in the project property at the specified location and depth. The data is organized in this report as follows: Test Pit Location Sketch Figure 1 Test Pit Log Sheet 1 Standard Explanatory Data Sheets 2 to 4 Data Not on Log Sheet 5 The test pit was dug by Dyess & Ziegler using a backhoe, on the 9th of May 1975. / The test pit was logged and sampled by Mr. Peter Herstek,r/ technician of our staff. The testing and report by Alaska Testlab. The soils found in this study are predominantly frost susceptible sand silt gravel mixtures with silt prevailing. The material encountered from 2.0' to 5.0' was a non -frost susceptible sand. No free water level was observed in the test pit, and only 0.5' of frost (seasonal) was observed. The Greater Anchorage Area Borough has established the amount of seepage area per bedroom required for a particular seepage pit based on the unified classification of the soil. We understand this criteria to be as follows: Dr. Robert Brodie May 14, 1975 Page 2 Unified Soils Classification GW -GP GM SW SP SM ML CL -CH Seepage Area Required 85 square feet/bedroom 225 square feet/bedroom 125 square feet/bedroom 150 square feet/bedroom 250 square feet/bedroom 275 square feet/bedroom 350 square feet/bedroom Soils with a seepage area value of greater than 250 square feet per bedroom are generally considered not sufficiently permeable to accept effluent. Additionally, the bottom of any seepage pit is required to be 4 feet above the free water level. The unified soils classification of each soil type encountered and the free water level (if any) observed at the time of exploration are contained on the test pit log, should proportioning a specific seepage pit in the area defined by the test pit be required. If there should be any questions on the above, please contact our office. Very truly yours, ALASKA TESTLAB / 4 Kenneth W. q-0oe, FAIC Lab. Supervisor KWB:mm Enclosures I� L'ot 3, Heritage Heights TEST PIT #1 Elevation Existing Ground Depth in Feet From To SOIL DESCRIPTION �J WO #17316 0 0.5 Peat, Pt, brown, wet, soft. 0.5 2.0 F-4, slightly gravelly Sandy Silt, ML, brown, wet, soft, some organic, nonplastic. 2.0 5.0 NFS, Sand, SP, brown, damp, dense. 5.0 15.0 F-4, Gravelly Sandy Silt, ML, gray, damp, stiff, plastic. Bottom of Test Pit: 15 ft. Frost Line: 0 ft. Free Waterlevel: None SA. TYPE OF DRY NO. DEPTH BLOWS/6" Mo SAMPLE STRENGTH GROUP OTHER 1 1.5' --- -- Grab --- --- 2 2' --- - Grab --- --- --- 3 10' --- -- Grab --- --- --- 4 15' --- -- Grab --- --- --- 7esf P Lo c o/: o� YIV/roI-? T - 75f Rif Localloh D/S la.?c es e -7 —q e c� No fo so ale Test Hole Log — Description Guide The soil descriptions shown on the logs are the best estimate of the soil's characteristics at the time of field examination and as such do not achieve the precision of a laboratory testing procedure. If the log includes soils samples, those samples receive an independent textural classification in the laboratory to verify the field examination. The logs often include the following items: Depth Interval — usually shown to 0.1 foot, within that zone no significant change in soil type was observed through drill action, direct observation or sampling. Frost Classification — NFS, F1, F2, F3, F4, see "Soil Classification Chart" Texture of Soil — An engineering classification of the soils by particle size and proportion, see "Soil Classification Chart", note the proportions are approximate and modifications to the soil group due to stratification, inclusions and changes in properties are included. Moisture Content — this is a qualitative measure: dry, no or little apparent surface moisture, _ damp, moisture forms portion of color, less than plastic limit, wet, no free water, often soft, if cohesive soil, saturated, free water may be squeezed out, if a free draining soil; dilatent at natural moisture content, if a non -plastic silt or fine sand. (The moisture content is further defined by reference to P!, Ley, NP, M% or dilatency.) Density — refers to more -or -less non -cohesive soils, such as sand gravel mixtures with or without a tine fraction-, derived from drilling action and/or sample data; usually described as: very loose, loose, medium dense, very dense. General intent is to portray earthwork characteristics. Stiffness — refers to more -or -less cohesive soils and fine grained silts of the clay -silt groups. Derived from drill action and/or sample data. Very soft, soft, stiff, very stiff and hard are commonly used terms. Particle size — The largest particle recovered by the split spoon is 1-3/8", Shelby tube 3", auger flights (minute -man) 2", Auger flights (B-50 hollow stem) 6"-8". Larger particles are described indirectly by action of the drilling and are referred to as cobbles, 3" to S", or boulders 8"+. Therefore when reviewing the gradation sheets, if any, the description on the hole log must be considered for an indication of larger particles. Unified Soil Classification — This is a two letter code. See Unified Classification sheet for further definition. In some cases AASHO and/or FAA soil classifications may be shown as well as the unified. Atterberg Limits — useful for fine grained and other plastic soils. Pli natural moisture content believed to be less than plastic limit Pl+; natural moisture content believed to be between plastic and liquid limits Lw+; natural moisture content believed to be greater than liquid limit NP; non -plastic, useful as a modifying description of sonic silty mzterials. Dilatency — is the ability of water to migrate to the surface of a saturated or nearly saturated soil sample when vibrated or jolted — used as an aid to determine if a fine grained soil is a slightly or non -plastic silt or a volcanic ash. Rock flour — finely ground soil that is not plastic but otherwise appears simar to a clayey silt. Organic Content — usually described as Peat, PT, sometimes includes discrete particles such as wood, coal, etc. as a modifier to an inorganic soil. Quantity described as; trace, or an estimate of volume, or, in case of all organic, — as Peat. This may include tundra, muskeg and bog material. Muck — a modifier used to describe very soft, semi -organic deposits usually occuring below a peat deposit. Amorphus peat — organic particles nearly or fully disintegrated. Fibrous Peat — organic particles more -or -less intact. Bottom of Testhole — includes last sample interval. Frost Line — seasonal frost depth as described by drilling action and/or samples at the time of drilling. Frozen Ground — other than frost line, described by samples, usually includes description of ice content, often will include modified Unified Classification for frozen soils — this is a special case related to permafrost studies. Free Water Level - The free water level noted during drilling. This is not necessarily the static water table at the time of drilling or at other seasons. Static water table determination in other than very permeable soils requires observation wells or piezometer installations, used only in special cases. Blow/6' — The number of blows of a 140 weight free falling 30" to advance a 2" split spoon 6"; the number of blows for a 12" advance is, by definition, the standard penetration. MTo — natural moisture content of the soil sample, usually not performed on clean sands or gravels below the seater table. Type of Sample — SP, retcrs to 2" split spoon driven into the soil by 140 poured weight, a disturbed sample, S, thin wall tube, "Shelby" used to obtain undisturbed samples of fine grained soil, .Q, "grab" disturbed sample from auger flights or wall of trench, C, cut sample, undisturbed sample from wall of trench. Dry Strength — a useful indicator of a soil's clayey fraction, N=None, L=Low, M=Medium, H=High Group — The samples are placed into apparently similar groups based on color and texture and are arbitrarily assigned a group letter. Further disturbed tests including Atterberg Limits, grain size, moisture -density relationship, etc. may be performed on the group and are assumed to reflect the genaral distrubcd characteristics of the soils assigned to the group. This is an important phase of the soil analysis and is used to standardize the various qualitative determinations and to reduce the number of quantitative tests necessary to describe the soil mass. E I i lif !� o . 11 IV OI _ � !- oU ala E bo c3 Oh c _ 33 ....h.x I yj i Z U Z U c i` _ L cY sl ogw.(s Irnp �o U F° Fl ill - xn SmzmbW sxn amppa q mZi of =bS - o ^ ^ r 9S'NiS'�'N19 iZ[orys mo{y a '^ ds,ms,Ao,mq %S uryt nal xapm dmpsgd :c.x0aa) se pap!sgJ Oa spos paopue xrzoa (ans anars 00Z .0N u[ys 1 7ws uon>vj) sauy Jo a2muaazad UO 8mpuad> aMIJ a[n mn8 w0y pun pue pne>8yo saBnuaJ>ad amwzataQ onngpu>p! plat aapun an!2 se suon>r+) ayt 9m6jpuapl m avn> airs uma xn _ 4s;54U 0 - E^ 4 c y 6 "u - -= q C _- - 4 O C C f%j - � p " > U" 4 W U" 4. W _ 4 _u 4 u- S 0— - - - _ _ r ; 3 k n = y = - °o c.4 V V -- o E 2 = o _ Z o'E _- E s— s �Ew (..0 q C (s>.0 J. IUIIOI::[ (SaUIO 3o lunouic V L ou ao apnl) alq[pd, ou>o opal) alq[oaddr) 3 sp..u8 uea13 saU u spun uoW sau� E °° o 3 n yn.x slasnp ypmspueg c OS Baal OS urya - � s anws r ory ayt Onualcunb> Aew A.m 0 awl mb: q p I N. I ywg p:nbl( pmbg E se pxn aq I, aqi •uO...Upp lrnsln +od) '3 sbp pue stpS s6gJ pue stl!S _ ory wzLs v Wm -m unppp,n,qpm u,,o nll[ursu U E Y.S gjuud aueoJdO )py ueyt aolY aaeo>)o )Iry ueyt aa{y - - - ,, q>nrap cpueS m x w (aIa {,.geu os alq!sm appzed ts>Orms ays moge st uls anis OO6'0N ay)J q>[n arms UOZ'ON uryt """axis snap 0oZ'oN urgt si Ig+utnu �ojlry u[yt woty - I aauu 11 F -W- o PN urya -'-W spm pamveass[o� epos pamaSamd SOIL CLASSIFICATION CHART 00 o\o pQ O ryoo QQ- moQ), # CLAYEY CLAti O _ ^o R = OR ILTY ti o SILTY.IV 0 SAND GRAVELLY �o o SILT O1 mo R \/ COREY RAVELLY SAND SI 0 Q O � CLAYEY u� O � .SANDY GRAVEL OR ;I LTY GRAVEL DY GRAVEL )k GRAVEL 1 .o y V \V \z V \l I \/ X6 0 10 20 30 40 50 60 70 80 90 100 GRAVEL (+#4 SCREEN) % BY WEIGHT NONFROST SUSCEPTIBLE SOILS ARE INORGANIC SOILS CONTAINING LESS THAN 3% FINER THAN 0.02 mm. GROUPS OF FROST -SUSCEPTIBLE SOILS: Fl GRAVELLY SOILS CONTAINING BETWEEN 3 AND 20% FINER THAN 0.02 mm. F2 SANDY SOILS CONTAINING BETWEEN 3 AND 15% FINER THAN 0.02 mm. F3 a. GRAVELLY SOILS CONTAINING MORE THAN 20% FINER THAN 0.02 mm. AND SANDY SOILS (EXCEPT FINE SILTY, SANDS) CONTAINING MORE THAN 15% FINER THAN 0.02 mm. b. CLAYS WITH PLASTICITY INDEXES OF MORE THAN 12. EXCEPT VARVED CLAYS. F4 a. ALL SILTS INCLUDING SANDY SILTS. b. FINE SILTY SANDS CONTAINING MORE THAN 15% FINER THAN 0.02 mm. [. LEAN CLAYS WITH PLASTICITY INDEXES OF LESS THAN 12. d. VARVED CLAYS. � � A J H N ° W w< ma m Q A fa ro Q a ro rn I Illllllllllllllnlllllllllllllll I IIIIIIIIIIIIII � ,,, ,.. Illllllllllllllnlllllllllinlllllllllllllllllllll .. 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Approval requested by: Alaska Pacific Bank Mailing Address: Post Office Box 420 99510 2. Property Owner: Robert Brodie Mailing Address 5840 Yukon Road ' Phone: 276-3110 x 34 Phone: 344-9684 {� e-Vwi 3. Legal Description: Lot 3 Heritage Subdivision 4. Location: Off of Birch Road, onto Yukon Road 5. a Type of facility to be inspected Single Family No. of bedrooms Well Data: Public Utility A. Type C. Construction 7. Sewage Disposal System: A. Installed 1975 B. Installer On-site system B. Depth D. Bacterial Analysis C. Septic Tank: D. Seepage Pit: Size�� U 2. Manufacturer Absorption Area E. Disposal Field: Total length of lines 8. Distances: 2. Material 4 A. Well to: Septic tank 90 , Absorption area �, Sewer Lines , Nearest lot line Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line EQ -034 (1/74) Page 1 of two pages Page 2 of two pages - Re( st for Approval of Individual ` ar & Water Facilities Legal Description Lot 3 Heritage Hills Subdivision Approved sapproved Date r/2' Approval,Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED EQ -034 (1/74) Date MUNICIPALITY OF ANCHORAGE DEPT, OF HEALTH. P, MUNICIPALITY OF ANCHORAGE ENVIRONMENTAL PROTECTION • DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION AUG2510 East Tudor Road, Anchorage, Alaska 99504 276.2221 G 91976 REQUEST FOR APPROVAL OF RECEIVED INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection: CMRO VA FHA CONY L� 2. Property Owner: Mailing Address: SA -Q [UKnvt Day Phone:} 3. Name of Buyer: Mailing Address: Day (Phone: 4. Name of Lending Institution: �0.�k� r c +�� C_ Mailing Address: Q�%k� �r � +-g-, st 6 Phone:01 1 Lam— 3 1 1 6 S -K -i- 4 5. Name of Realtor or Agent: W Mailing Address: Phone: 6. Legal Descripti Location: on: Q Ls_� 7. Type of Facility to be Inspected: �� l ^ No. Bdrms. 8. Water Supply Type of Supply: Public Utility ✓ individual If Individual, number of dwellings presently served If Individual, depth of well _ 9. Sewage Disposal System Type of System: Public Utility Individual (on-site) L-� If Individual, date of installation � G-1 72-003(3/76)