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DE SPIRITO LT 4
I)e Spirito Lot 4 #015-082-09 Mar 15 22 05:58p Anchorage Well & Pump Ser 9072430742 p.1 MUNICIPALITY OF ANCHORAGE Development Services Department. Phone: 907-343-7904 On -Site Water & Wastewater Section t Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: Parcel Identification Number.. 015_082_09 Date of Issue: - - Legal Description DE SPIRITO Block Lot 4 Property Owner Name & Address: WOODS, BEN & REGINA L 6737 EAST 99TH AVENUE ANCHORAGE, AK 99507 Pump Installation Date: m _ 14 _ 2022 275 Pump Intake Depth Below Top of Well Casing: feet RED JACKET Pump Manufacturer's Name: Pump Model: CN8S16-75C311 Pump Size: '75 hp 15 Pitless Adapter Burial Depth: feet MARTINSON Pitless Adapter Manufacturer's Name: Pitless Adapter Installer: Well Disinfected Upon Completion? )` Yes ❑ No Method of Disinfection: PELLETS Comments: Pump Installer Name: _ ANCHORAGE WELL & PUMP SERVICE Company: 7640 KING STREET ANCHORAGE, AK 99518 Mailing Address: 907-243-0740 City: State: zip: Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. 5WOMI I IAL FEB 2 4 2014 Inspection Report-T-1-12.doc Municipality of Anchorage Community Development Department Page 1 of 2 On -Site Water and Wastewater Program 4700 Elmore St. + P.O. Box 196650 Anchorage, AK 99519-6650 + http://www.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP141014 PID Number: 015-082-09 ❑ New ❑✓ Upgrade Name: Ben &Regina Woods ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 6731 East 99th Avenue ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gmvel depth beneath pipe Ft. Subdivision Block Lot De Spirito 4 Fill added above original grade Ft. Gravel length Ft. Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line Fly I Ft. Well 105.2 100+ N/A N/A 78.2 TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1250Gal. Surface water 100+ 100+ N/A. N/A Material Steel Number of compartments 2 Lot Line 29.5 10+ NIA N/A NA Foundation 9.1 10+ N/A N/A LIFT STATION Manufacturer N/A Capacity Gal. Curtain Drain N/A N/A N/A N/A Pump on level at Pump off level at High water alarm at Remarks in. tn. in. Pump make and model Electrical Inspections performed by PIPE MATERIAL Housetotank 3034 drainfield Tank to 3034 Installer A+ Home Services Drainneld Co/MT 3034 Inspector Steven R. Pannone BENCHMARK (Assumed elevation) 100ft Inspdates: 1� 1/27/2014 Lorationand description 2nd Near corner of house - trim 3.d 4M COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineers Stamp Conditional Approval: Date' low ,t nglle -qr� i1 �fya $ K149 Approved DateW31 J( - C!► Inspection Report-T-1-12.doc 05 5 QO o O WD WELL/ SEPTIC ON LOT o! n 'o6 WELL/ SEPTIC ON LOT LOCATED OVER 200' FROM wo U oo LOCATED OVER 200' FROM PROPOSED SYSTEM 17.1 — PROPOSED SYSTEM • 88.8 88.4 10' UTILITY EASEMENT NEW 12589 SECTION SEPTIC TANK I I I SEPTIC AREA SEPTIC AREA 3 G SyFa P 3T26 DRAIN FIELD (E) COLLAPSED 1250g SEPTIC TANK LOT 4 NABANDONED PER CODEA INSTALLED NEW 12509 SEPTIC TANK NWITH DCO o_ -, MvIm \oB � / ` 105.2 \ i EPi IC AREA WELL (E)/,S ( 7i P �� 3 / I I � WELL (E) 3 . EAST 99TH AVENUE J 1� NOTES: R ONE ING SVC LLC `SOF q \�l Date RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 ,� '��• ' • `:9s1�� 2/1a/1a PHONE (907) 272-8218 FAX (907) 272-8211 /rGj�p �y+0 Scale j*:49TH •.kl� 1"=50' .... .. ........ P.I.D. NO DE SPIRITO, LOT 4 / 015-082-09 BEN & REGINA WOODS Steven S149none� pERMITNO. 6731 E. 99TH AVENUE ��+�cs• �4�� OSP141014 PLAN ANCHORAGE, AK 99507 +,1�\PROFESS1 Sheet 2 A B TI 18.0 42.1 T2 16.4 51.1 DCO 15.3 54.3 On -Site Wastewater Disposal System Permit Permit Number: OSP141014 Tax Code Number: 01508209000 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 Work Type: Septic Upgrade Permit Effective Dates: January 27, 2014 to January27, 2015 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: DE SPIRITO Site Legal Address: DE SPIRITO LT 4 G:2439 Owner/Address: WOODS BEN & REGINA L 6731 EAST 99TH AVE ANCHORAGE AK 995076721 Site Mailing Address: 6731 E 99TH AVE, Anchorage This permit is for the construction of: N Disposal Field Y Septic Tank N Holding Tank /—D--7- 11-� 1�7_'0, Lot Size in Sq Ft: 49511 Total Bedrooms: 4 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 Issued By: f 17XAAIU� V1JMjNf?�j By -- Date: Date: a� MUNICIPALITY Community Development DepartmentPhone: 907-343-7904 Development Services Division 1W Fax: 907-343-7997 On -Site Water & Wastewater Program �BM'TTAL ON-SITE SEWER/WELL PERMIT APPLI ON JAN 2 7 2014 Parcell.D. 015-082-09 Property owner(s) Ben & Regina Woods Day phone Mailing address 6731 East 99th Avenue, Anchorage, AK 99507 Site address 6731 East 99th Avenue Legal description (Sub'd., Block & Lot) De Spirito, Lot 4 Legal description (Township, Range & Section) Lot Size 49,511 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) ❑X (w/wo ADU) Septic Tank 1ZUpgrade 19Duplex (D) ❑ Holding Tank E]Renewal ElMultiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ EMeYL(�,- e. N t^' ,r'2 Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. property owner or authorized agent) Permit/Rush Fees: 4 alb= Date of Payment: U22W Receipt Number: 05-&c216 Permit No. M JON/011-1 Permit App__- :L..:c. Waiver Fees: Date of Payment: Receipt Number: Waiver No. Pannone Engineering Services uc Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve0paneneak.com January 24, 2013 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska 99519 Subject: De Spirito, Lot 4 Emergency Septic Tank Replacement Permit Request Ladies and Gentlemen: I am writing to request that a permit to install a new 1250 gallon septic tank be issued for this lot. The proposed system will serve an existing four-bedroom house. Currently the lot is developed. The existing septic system was designed and installed for four bedrooms. The existing 1250 gallon septic tank has collapsed, exposing raw sewage to the environment and putting the house out of service. The existing 1250 gallon tank will be abandoned per code. This lot is served by a private well that is over 100' from the septic system. The surrounding lots are also served by private wells that are over 100' from this system. 1. Upgrade Tank Design. a. See Sheet 1 of 1 of the plan set 2. Surface Water: There is no surface water within 100 feet of the proposed system. The proposed systems will maintain at least 100 feet from all surface water and drainage ditches. 3. Topography: Lot 4 slopes from southeast to northwest at approximately 11% in the area of the tank replacement. The proposed installation will be located in the eastern portion of the lot, behind the house, and next to the existing septic tank and absorption system. Mailing: P.O. Box 10021.7, Anchorage, AK 99510-021.7 Physical: 332 1/2 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone , . CE 9149.. . Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: Mailing: RO. Box 3.00217, Anchorage, AK 99510-0217 Physical: 332 1/2 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 WELL/ SEPTIC ON LOT LOCATED OVER 200' FROM PROPOSED SYSTEM SEPTIC AREA C /N COLLAPSE ABANDON SEPTIC TANKER ( E INSTALL 12509 SEPTIC TANK (P) WITH DCO WELL/ SEPTIC ON LOT LOCATED OVER 200' FROM PROPOSED SYSTEM 10' UTILITY EASEMENT E v'> DRAIN FIELD (E) LOT 4 SEPTIC AREA .J / ( SEPTIC AREA WELL (E) / Y� I I3 /WELL (E) EAST 99TH AVENUE / S� NOTES: PAMONE ENG SVC LLA. �` , Date s EMERGENCY TANK REPLACE P.O. BOX 100217 ANCHORAGE, AK 99510 .--v- F A�gsl�) 1/24/14 PHONE (907) 272-8218 FAX (907) 272-8211 i4Wg - Cyt) Scale j*: 49Ti '*¢ 1"=50' �•••••• I P.I.D. NO DE SPIRITO, LOT 4 15-082-09 BEN & REGINA WOODS SteveCER8749 none PERMIT NO. 6731 E. 99TH AVENUE (��c ^� OsPxxxxxx PLAN ANCHORAGE, AK 99507 +iD=' Sheet kk�, ftFESQS 1 1 OF i MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 0 /S— O F.:L- — 09 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name DISTANCES .Jo H N M6& TO SEPTIC ABSORPTION AG IZ FROM TANK FIELD WELL 6731 A&,"sly n Phone(s) Permit No. No. of Bedrooms WELL 27* 7"7. 1 iToo 33 / 1 LEGAL DESCRIPTION LOT LINE _/Y ,o /3 Lot Block— sub sion / / 70 FOUNDATION Township, Range, section 'T/ 9 a 1 /1 7 i I l iIt^rGis'T /i%_ AS -BUILT DIAGRAM (show location of well, septic system, property lines. loundati( TANKS ❑ SEPTIC ❑ HOL Manufacturer ul gallons e -, TRENCH ❑ B W. DRAIN ❑ OTHER load above original grade Gravel Depth beneath pipe / '-% Or FT 7- Ilengih 1 length 44 Gravel Width FT -44., o� a absorption area / 616 Distance between lines SO FT ,U *r of lines soil ratingpipe ,*Adz s FT material ,a,G erI y S Date Installed rIZ 4 C WELLS ❑ PRIVATE FT Installer Date Installed: REMARKS: FT s it -7 -r �� I 7a G r is .z P s -44., o� a Stale: `It= �,0/ r' - In ectlbns Performed tly Date: lt7 6o,lQo:I - ENGINEER'S SEAL ; . i+ gsy y',�rr. t/b e Q / 3 /— 1�i2�r' Otdl ZZ -1 D is f• ! -1 .i 1 �.11I iy{�i' 1 taiily that this Inapeplon was plulDrmed tkcordinp to all Munisipal and State guidelines In eUect on this date �dff0 /QQ �• N0 d' ' e'kOj Y f • r U: � d Hearth Department Approval:L+`�' C� Date: �O �S �! C C11 F ;S N ' 4 ;` :'• ».nw wtcci .. , M U N I C I P A L I T Y O F A N C H O R A G E Department of Health & Human Services 825 L Street, Anchorage, Alaska 99501 343-4710 O N- S I T E S E W E R P E R M I T 11'•x° C°uh'���� C)-CLD ,O1 LA- Flormit NUmbor:: 9003:31 Upgrade ju olCC �) sz Daite Tt;-�uud: 10/tip,%90 Engine( -.2r Designed Ownc?r Nc-,-me: JOHN MAGIEE Day Phone: Owner (address: 67:31 EAST 99l'H AVENUE 274-7662 ANCHORAGE::. (W 99516 Parcel Id: 015-082-09 Lot_ Legal: Subdivision: DESPIRITO SUUD. Lot: 4 Dlock.: - Seet_ion: 14 Township: 12N Range: 3W Lot Size 44511 (sq.ft.. or acres) Max Bedrooms- This Permit: 4 Total Capacity: 4 SEPTIC TANK: Minimum total septic tank capacity: 1,250 gallons. Each septic tank must have at least 2 compartments. Depth to top of septic tank(s) < 4.0 fent rcgUirVS; insulation over tank(s). THIS PERMIT EXPIRES 12/:11/90 AND VALID FOR A SINGLE FAMILY HOME. CONSTRUCT PER ENGINEER'S ATTACHED DESIGN. INFORM D.H.H.S. PRIOR TO INSPECTIONS BY ENGINEER, I1= AFTER O'c-FICH h1Cil_lE?S, CALL. 343' 4681 AND LEAVE A MESSAGE. 1: CE_RTI:FY 1'1EAI: 1.. 1 aim familiar With the requirements; for on—E-.,ite Sewnrv, and Wf?I15 a-, !iie.t forth by the Municipality of Anchorage? (MOAT and the State of Alatika.. L'. 1 will install the system in accordance with all MOA code?, and regulaIt.ions, and in compliance with the design criteria of this permit. :3. 1 Wi11 adhere to a(11 MUA and State of AIaska requiremunts for the _;et bac 1'. dist..ancon from any existing v)oll, wa,tuwatvr disposal syl:;tem or public sew("?rage 5ys:terii on this or any adjacent or nearby lot. 4. I undcrsa-<und Tat t.hi!= permit is valid for a maximum of 4 b(:?drooms. I aAl<_;o Undurs- d that capacity of the total system is 4 bedrooms and any er"l l.cl.t'C _?❑ (fi. 4J 7.1 1' i:jUlrf? an additional pBr'Ihlt:. Cii :mead: DATE: iOwner) 47 hHN M" JE_r lss!.Icad Dy:00 DATE . icy is sewer sylfeivr Plt.Vse� >' z YbarLt P 1 I 4 Bedrvowr, iwx��-rUe-e�2 �!'! �drvoxS' /� / 2 k/5o = 3oo9io� 3a%e9pd/�f Z 375 /!Z/zeq/� IDI S� Exp. Su.�ec{ UJ/ e(6ow CXP 777-v 51 7 t B r (�eo�ric i 4"Pyre. ° I / AlL'D o oJ s� l0 !t 1 1 51 CL y u No tuet(s /�s'fi � �A cd I+/_ I ti.AKM tool gig' C.� SfoFcsof� �aw+e�i3irn er Q�. A ��%./- 1 1 C Over Zeo' Wel/ 2 3 v• ell L 1 'I��C'Wer/ lid , > 10 IS � �� Weu11 2 3.__ _��__�¢ >� J/z �-Y.r /Jo 5,7ste"a rk FR+•f we «J seu/ert e, NOTE: 1111 Dimensions And Locations Must Be Field Verified -Prior To Construction SEWER. SYSTEM -LOCATION PLAN . Lor "Lock susorvlsroN _ .- ES '7Z� SU130. SECTION/TOWNSHIP/RANGE �Y SCALE, / // h/ ROTE. f' 0V Tho Accuracy OI Location OI Exlsltlftq And '. yn.k �.�.^ : f .�: •.J ORAWX BY, PcoPosed Property Corners, Wells, and Septle •: >h. a.. . • .'�� "`1116&&� tf p/S{ L Syste,u Indleated Is-Rot Exact. OLacnslona """"Y•�� HORT[7•. • ;. : .'�/a G IndLe.ted Nave seen Detec.lnM Ey Uro OC Cloth I, II .r. .., •OM Y J. CorW34 .J 4Z, Tape and/or HunLclpal Reeords, And Not By Surveying TochnLQues PREPARED FOR - OAT C4 OR-OATC4 `Q 3120 SHEET / . OF / f.`.Unieipality, of Anchorage DEPARTMENT OF HEALTH E, HUMAN 4325 -L" Street, Anchorage, Alaska 9951 SOILS LOG — PERCOLATION I cx-: c: -,Xi=, IN Pcr,ronttEo For,:l- 1L:"1i1:tc— -e LEGAL oescnlPTioN LT : i !�F<'p/.2/TO Township. Range. Sectro �: •., . cl err SITE PIAN V WASTEWATER NARRATIVE FOR LOT 41 DESPIRITO SUBD , The location of the wastewater disposal systems on the subject property should have no negativeaffects to the adjacent properties or the environment for the following reasons: WELLS The adjoining wells and the well on this property are properly separated from the planned wastewater extension. WASTEWATER SYSTEMS The wastewater systems proposed for this property have been located so that there will be no effects to any surrounding properties. All setback distances have been satisfied as required. Further the soils are of such a nature that treatment will be assured over a long term period. RESERVED SPACE The wastewater system on this property have no effect in taking away reserve area set aside on other adjacent lots. There is also adequate reserve on the subject property for further replacements as required. SURFACE AND SUBSURFACE DRAINAGE The wastewater system will have no impact to surface water drainage due to the location and the fact that the contours will remain unchanged. Subsurface drainage will be unaffected since treatment of wastewater is assured before it reaches groundwater tables. .•EXPLANATION OF AS -BUILT DEVIATION FROM PERMIT LOT 41 DESPIRITO SUBD. DATE: OCTOBER 10, 1990 During construction it was noticed that the upper part (upslope) of the system was nearly 12 ft. deep from existing grade while the bottom part (downslope) of the system was 10 ft. deep from existing grade in order to maintain a level bottom. Rather than backfilling and making the system have only five (5) ft. of rock, we elected to provide 7 ft. of rock. Since our original test hole was to 16 ft. deep near the lower or downslope part of the system, we had at least 6 above the bottom of the test hole. Since the trench system was installed in an area where the ground sloped gently, the fill depth over the lower end was reduced slightly to 4 ft. deep rather than 5 ft. This was done by placing the system top 3 ft. below grade and adding approximately 1 ft. of cover. This alteration has not been made to reduce the length of the system and, in fact, the system was installed at 44 ft. long rather than the 38 ft. required. All these changes should be viewed as positive changes which will provide more absorption area for the future. other than as discussed, the system was installed as originally intended. Should you have any questions, please let us know. r MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION I ENVIRONMENTAL ENGINEERING DIVISION 825 L Street • Anchorage, Alaska 99501 Telephone 264.4720 '— ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE� o�%0J_ ��J NEW ❑ UPGRADE MAILING ADDRESS Sao LEGAL DESCRIPTION L ti s LOCATION E • 99TN NO. OF BEDROOMS 1 a Y DISTANCE TO: Well / D0 •t Absorptioq area f7 / Dwellin 4 PERMIT NO. . t:2 LU f Manufacturer Materi No. of compartments off_ H Liq. caac'ty in gallons ( �LjQ IF HOMEMADE: Inside length Width Liquid depth C 1'DISTANCE .J a 2 T0: Well Dwelling PERMIT NO. _? F Manufacturer Material Liquid capacity in gallons O w = DISTANCE TO: Well / I 0 e) -}- `amg Fou ti / Near lot li %e PERyy,T q I e&z 3 �2 LL Z H ? w No. of lines Length a clrline Total len thh�of�ines Trench�wi�lth lS 6 inches Distance between lines C H p Top of tile to fi h grade Material beneath it f inches Total eff,£ctive absorption area —15 O w Length Width Depth PERMIT NO. a F wd Type of crib Crib diameter Crib depth Total effective absorption area DISTANCE T0: Well Building foundation Nearest lot line ,j J Class Depth Driller Distance to lot line 82) PEFt1A1TM0. 2 3 Lu DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS C•Z. SOIL TEST RATING 13o. ( + INS_ LER REMAR Lj i I � 0 r APPROVED 7" DATE LEGAL 57 -9 -?6 - 72-013 (Rev. 3/78) t _ r-1 r-! 1 97- I r-' n t_ I T *-r r_, F F! r -A CG"0 F: til r7-3 L� DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 'L'. STREET, ANCHORAGE, AK. 95501 264-4720 Q'3OArn '� : I6 An 1 l IuIS�-�-78 t-•1o=LL Hhl� �=�tt-=•ITE-El-.IEF? FEF:t•1 I T OS � PERMIT NO. C 760222 ) APPLICANT DENNIS MICHELLE 5306. ARCTIC 279 4953 LOCATION E. 49TH LEGAL L4 DESPIRITO S/D LOT SIZE 49000 SQUARE FEET TYPE OF SOIL ABSOPBTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDP,OOMS = 4 SOIL RATING (SS! FT✓BR)= 130 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: GEF'TI-1= ��� LEt•*Ir�TH= �� ��>*:t=�':� EL L�EP'TM= _ THE LENGTH DIMENSION IS THE LENGTH CIN FEET) OF THE TRENCH OP [:GRAINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION CIN FEET). THERE IS NO SET WIDTH FOP TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION CIN FEET). F:E�_!i_� I [_:!= Gti Eta T I Thih�F= I t= _ c4=� r-�l=iL!_f•! PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DUPING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER•. OF RESIDENCES THAT THE WELL WILL SERVE. --- -rl-10 r f2 > I r�l:=.F•Er-T r orA - i-aF:-::E F-:EniL1 I FR, I--- L> --- BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT MILL BE SUBJECT TO PROSECUTION. j MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL; OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER IN'=TALLATION. F•EF:t•'1 I T E: :F' I F:E'� IGwEr EtrtE ER = :JL: 1S:1 r I CERTIFY THAT 1: I AM FAMILIAR, WITH THE REQUIREMENTS FOR ON-SITE SEWER': AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLAPGEMENT IF THE RESIDENCE IS P.E IODELED TO INCLUDE MORE THAN 4 BEDROOMS. S I GNEC✓. - - - - .------------ APPLICAtT DENN S M :H LLE ISSUED IED V3. 2 ................. Test Hole #4 Table A wO p17612 February 21, 1976 Logged By: Jwo Depth in Feet From To Soil Description 0.0'. - 1.0' F-4, brown Organic Overburden. 1.0' - 5.0' F-4, brown Sandy Silt, ML, with trace•of gravel, damp, NP, Group E. 0 5.0' - 15.0' F-2, brown Silty Gravelly Sand, SM damp, mp, ' Group D. Bottom of Test dole: 15.0' Frost Line: 2.0' • Free Water Level: None Observed Type of Sample Depth Sample Group Unified• 1 5.01 G i 2 10.01 G B Sri 3 15.0' G B Sri Remarks: 1. Type of Sample, G=Grab, SP = Standard Penetration. 2. Group refers to similar material, this study only. 3. General Information, see Sheet 1. 4. Frost and Textural Classification, see Sheet.2-3. 5. Unified Classification, see Sheet 4'.� o' M 24A m �� .ale � �- I o+�vli rn o� I Dotteri;`Drilhng� o BOX 10056 JOHN'S ROAD ANCHORAGE, ALASKA 99eoz PHONE 314-1952 y;ZLL IOU" .. . -•Location:.lot.4, blk., 0, De Spirito sub. div.,..Anchorage, Alaska. 'Devth: 29U'. Capacity: 3 GYNA: Static level: 194' off bottom. Pipe perforated. -.1431 • ;.,ell drilled in May, 1978. Peat U - 4 •Gravell clay 4 - 40 Till .40 - ' "Gravelly 'clay' 62 - 85 ..Gravelly.clay,.wet. 85 - 100 Clayey.sand, very dirty weak water 100 - 102 Sandy clay, wet 102 - 127 . Till 127 - 129 Water_sand,`.very dirty, weak & unstable 129 130 Till 130 _ .138 Dirty'w�ater 138 - 139 Water. sand & gravel, clean, j GPY .139 - 143 Gray "clay , .. 143 - . 154 Till' 154 - 171 Silt sand y , weak dirty water 171 - '1'76 Gray clay 1'16 - 179 Brown till, wet 179 - lb4 Gray clay & gravel 184 - 192 Water sand & gravel,. otrong, very dirty, heaves 192 - 199 Gravelly clays dry .. 199 - 21U Till, ary. _ 210 - 216 .Brown clay & ppravel, wet 2i6' -. 2.2b 'rill, light green 228 - 240 Till, light blue 240 - 255 . Gravelly clay 255 - 290 Fed rock 290 Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-082-09 1. GENERAL INFORMATION Complete legal description Lot 4 DeSpirito R F ZD HAA #14 Fl 0-q O O R i Expiration Date: G — / 3 -- O 3 Location (site address or directions) 6731 East 99"' Ave., Anchorage, AK 99516 Current Property owner(s) John McDonagh Day phone 346-1776 Mailing address 6731 East 99°t Ave.. Anchorage, AK 99516 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, HAA will be held by DHHS for pickup. HAA picked up by: 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual On-site ID Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given In paragraph 5 by an Independent professional civil engineer registered In the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) on properties served by a single family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to home owners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results less than 30 days old. Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. (Rev. 1IM) 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation based on procedures outlined in the Health Authority Approval Guidelines for this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. 1 further verify that based on the information obtained from the Municipality of Anchorage files and from my Investigation and inspection, the on- site water supply and/or wastewater disposal system is in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Pannone Eng. Svc. Phone 272-8218 Address P.O. Box 102954, Anch, AK 99510 Engineer's Printed Name Steven R. Pannone, P.E. Date 3%0%03 Engineers Comments: In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MOA DSD Guidelines & Regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system These conditions are outside the control of the evaluator of this system All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. PES can therefore not provide any warranty for future performance nor give any estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized nor will it confer any legal right whatsoever. 6. DSD SIGNATURE Approved for bedrooms.,, Disapproved. •.�,r�rrrr�tltitit 46 i 49 rti ven R. Pennc;,n,ec)tt,i No. CE 81491 a���• �AV 03 �. ...........••` ilk l Conditional approval for bedrooms, with the following stipulations: HAA Checklist X Maintenance Agreements _ Septic System Advisory WENT SE`)` ` ) %)))1))))111 Supplemental Engineer's Report _ Well Flow Advisory p Other By: u%. 0 Original Certificate Date:'- — 3 Expirati n Date: Reissue Date: (Rev. 1IM) ' Municipality of Anchorage • "� Development Services Department Building Safety Division a On -Site Water and Wastewater Program *A9 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: Lot 4 DeSoirlto Parcel I.D.: 015-082-09 A. WELL DATA Well type P Date completed 5/15/1978 Total depth 290 ft If A, B, or C provide PWSID # Sanitary seal Y Cased to 143 ft FROM WELL LOG Date of test 5/15/1978 Static water level 96' ft Well production 3.0 9 -p.m WATER SAMPLE RESULTS: Well Log X Wires properly protected Y Casing height (above ground) 12+ in. AT INSPECTION . 2/25/2003 102' ft 2.78 9 -p.m Coliform ,colonies/100 ml Nitrate 1.65 mg/I Other bacteria 0 colonies/100 ml Date of sample: _2/2512003 Collected by: Laura Pannone B. SEPTIC/HOLDING TANK DATA Tank Type/Material Greer steel Date installed 519/1978 Tank size 1250 gal Number of Compartments 2 Cleanouts.y Foundation cleanout �aCDepression over over tank N High water alarm NIA Date of pumping 9/512002 Pumper A+ Home Services C. ABSORPTION FIELD DATA Date installed 5 4 719 to/ C/ rating (g.p.d./f:2 o �/bd 30/188 System type Deep Trench Length 2' 44' ft Width 313 ft Gravel below pipe 517 It Total depth 10112.5 ft Effective absorption area 520+816 fe Monitoring tube Y Depression over field N Date of adequacy test 2/25/2003 Results (Pass/Fail) For 4 bedrooms Fluid depth In absorption field before test 60158" in Water addedf00 gal. New depth§9170 in. Elapsed Time: L min Final fluid depth 60158 in Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date (Rev. 11/99) D. LIFT STATION Date installed Siz gallons Manhole/Access "Pump on" level at in" mp off" levet at In High water alarm level at in Datum Cycles tested Meets alarm & circuit requirements?. E. SEPARATION (STANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 103 On adjacent lots 100+ Absorption field on lot 120 On adjacent lots 100+ Public sewer main N/A Public sewer manhole/cleanout N/A Sewer /septic service line 25+ Holding tank 100+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 15' Property line 25' Absorption field 10' Water main 50' Water service line 50' Surface water 100+ Drainage 100+ Wells on adjacent lots 100+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 28' Building foundation 15' Water main 50+ Water Service line 50+ Surface water 100+ Driveway, parking/vehicle storage 50+ Curtaindrain F. COMMENTS None Know) I Z? on adjacent \� 1/15irtlle j47g• a �cQot1 0 -"Ac 1 J1 ►n R9 o• Ttie 147 8 Trend► S 5 !oo°Io t�se4. Tl.� lg70 UPgrade. frencl� •FCC) in crawl snaca !S '71]c%n tx.,d . Enlire1ei" 5 r G. ENGINEER'S CERTIFICATION 4V '\T ':.;1`r•� I certify that 1 have determined through field inspections and 491-H �.....i.. .................% review of Municipal records that the above systems are in � ' conformance with MOA HAA guidelines in effect on this date. .... .. . ....... �'�A .Steven R. Ponror: Engineer's Printed Name Steven R. Pannone. P.E. �i:sN% No. CE 8149 Date 3 i(v �v3 ��� ''• 3. D•..•' '� HAA Fee $3`75 ov Date of Payment / Z Receipt Number (Rev. 11/99) Waiver Fee $ Date of Payment Receipt Number 02-28-03 16:34 FRW-a&9 ENVIRM EtiTAL SRV CUE Environmental Sarvittaa Inc. CUE Rd# 1030995001 Cileatllame Paanona Eng. Stv. Project Narnw# Lor 4 Demirito Client Sample M Lot 4 Despirlto Matrix Drinking Water PwSw 0 9075615301 T-850 P.02/03 F-100 Ali Datesllimes are Alaska Srssdard Time Printed DatafTime 02/27/2003 12:43 Collected DatdPimt 02/25/2003 11:45 Received Date/Time 02/25/2003 12:20 Ta kaieal Director Stephen Released 00 1' Sample Remarks: tnetu RasuResultsAllowable Pray Analysis Psre PQL Gnits Method Ltmite Duce Date ln't Waters Department Titrate -N 1.65 0.200 tits/!. EPA 300.0 (<'-10) 02/23/03 1S Microbiology Laboratory Tarte Coliform 0 f' eoVIOOml, SM18 92228 ("D 02/25/03 JS N 89.59.09" w 164.75• 10' UTILITY EASEUMT LOT 4 a N j m N W . �J LOT 3 Z5 N � 10. ° r" — x - w iZ W F bN N .:: .. W 4 N 89.5920' W 164.75' .'7 0 ��E.�"""••••: EAST 99TH AVENUE M ' mne,A L Ote i y. LS -8202 .� I `°rte '•.......••' A �O��eelond �•�' MUNICIPALITY OFANCHORAGE Y" '• "' ,t • , DEPARTMENT OF HEALTH HUMAN SERVICES �;�a DIvISIOnofEnvironmental Services On=Site Services Section " P.O: Box 196650 Anchorage, Alaska' 99519-8650 '343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING '. . Parceil.D # t9/s ©SL=•09 `. j I HAA# .y ,I,�.GENERALINFORMATION,t - J- is ,4 C, m Coplete_legal description _ Location (site address ordirections)73 EOlin � 9� AVF ' _ -— phoneProprtownerG—Day ` Mailing address'j'� �� - '�A�>T'.�'99 � hY� �r�cur(• r' �k, •995 c`lp al , , '♦i,v .4. = -- Lending agency. Day phone •_ ,{ ,-f '�v7,.,_9 ^�4 s ii. �w ♦j. r r Mailing -address .. ♦x .: _ t ..:. .i.._u Y•_- ✓ ..�..•Y c _ ! i r i No/ \w II i y J Yti t Agent Day phone ' •i , ( .. 'a ~ ''� ' ! '' '1 l ., • i_• Tr +M Y +•T tYw�..r.... MM:.: ICj AA�ji,/iy,,,, 7•., Address47 - r -♦. , n" Unless otherwise.requested, HAA will be held for pickup:"" icku ..v . 4_.....r w fz +W•i` 6.'.fi �I�ry4 � , ' 2 NUMBER OF BEDROOMS i 3: TYPE OF WATER SUPPLY• • t 11'Cli 11 i L i , k 7 A fM .rt 4•wl .. J n .t ! � r� - • ' ` t--• .,�'`Iridividual well_ - � O r . - . 1 ♦C ,, , rr .� ,,,4 ., Communitywell ' � � ! wn r•ir.r w .t; r., i -.{«r "[. � :.'.^ 1A�i .� - •++� Ilt, i' it 4., .,! .RI Y 9 L t • I . St < L Public water lT ; .I l : 41 V 1 l '� M r � 4.,i.-� _'•,. f L � . •. ,'� � _ • A 1 rn �1 1 O , yM Y ' . > NOTE._.::/f communitywell system,• provide written confirmation from State ADEC attt� Ingtothe legality and status ofsystem :V,�'� ��JYPIE OF WASTEWATER DISPOSAL �;• .� li 'f '�+ ": -s•: or. ,,m •','•- ndroidual on-site r;- • .CPI..^ .,. r . li ` 1.1j ! .�.,y�({[j 1. 4 �.s 1 ....i i1n rv. 'Y�yI �t v.. Y'rt. r•�i. �• ! L.: �' j � `'�j i�e y 3'^i'" 'l „ ;Holding tank:,., `(lt ! vi 1 a1.l4w1 �W. 1`i 4i J. v,r... c•'(ta,^if" ^ tri r •rr. r r +•^ inti 3 9,! � !.` i _ 4: �_"� ^r , `� t �'' - Com,'tn munityon-site) : o ` .•..t y . r 7 /; ' t. �•.'.�� t1 on site ; n , �� = r, 'a „ ,,, '� ti s .•� ; . �,...{ J alS. K+C.r + 1� t• !Il s4 'isil l�.�A.f:.15liY �...., , 1 ,.✓w. - f !T' �+� i Il ,1 /h t, ,tit . + ' to - _ '.s. s ,l�.r S ,..V � a 1.tii•1, t .. _ � .. : <'lll�rr 5,^,,.^ i�..♦ ,\�11' " NOTE If community waslewatersystem, provide written conf+rmafion from State�ADEC .. , r.... .. r; .!!'rpt p,IV/^.n attesting to the legality and status of system. T2-M(P«.1/91)'ROM MOA AZ g E STATEMENT OF INSPECTION BY ENGINEER t. - -- As certified by my seal affixed hereto and as of the validation date shown below,' I verify that my -'. Investigation of this Health Authority_Approval application shows that the: on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from , the Municipality of Anchorage files and from my invest!9ation and inspection, the on-site water supply and/or wastewater disposal system is incompliance "with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. ,... G Name of Firm �Tn1 n E7LSO� �1 int Et.¢ Ij1 &' ? Address P0. ...�Ox Zy/O?73::..' r_4NGNOy+-AGE Engineers signatureJ7ti�N1c;Q.:Q�_�L_ Date ;.G LZqlgs 1 OF A4 SA' APO a ' ••H NN •���� � Zhcol E gndKwn , _ A381•Eti' I ' 6. DHHS SIGNATURE t: r PROFESSI��� „ Mg Y r � --APproved for'` 'Disapproved , 1 Conditional approval for ;'3 t�, '"�11 �' bedrooms,' with7the following stipulations ., ' � a .�� .. ,+ ! .L : r "r i•• l.Di"'t Ir . 1 / y' ,ai i a ,•n, t f ., .`•, ...t. fi.7 _♦ •ti' -��y j. .. .f.. '. _ ,. ... .r:: '_, .. L: \ ., tl'.;: _,M1; 4 JrTI ►. a..Ry./.-<aI fv -,a, y�l.l .w.. '� 5, . 4',4 JJ •sr a ..:••4�{ -'i ` _n a ii \,{ _7 t .t t f .. s r ti r ..... .'1'. �'�_,• !✓� .. ,.r v �.. •, { f. ..9iiti<. -:a7 1,{ ... ._:;11' v^;,4:I:'Y_K. r Y 4 r, -.... .. - . _i. .a �:r, •a -♦.� 11 tf 1!� -� -.-• A '- V �f At �4t�Yv •• ': r";ti Addit onqai Comments +� •,f . {.\ - J , a : ."r, a ,: _ no w 1 7 w. -� " • r h Y\ �✓......{.l, f ....•.,J L- .^`n l L. c . a7. • f , !!.� • t4, ft G�+a. P}+ .,..,,+d ,11•i, � ,_ ..... 1.1 '; � K3f i 7-77-7-:7= 1 \13��1`C Y �♦ L4,. ^ f 4 •L• �(jt,J` �i v Z_// y Y Date 1( j t• CAUTION - t 7 The Sutunieipality of"nchorage Department of Health and Human Services'(DHHS) issues Health Authority ...':,Approval (Certifidates based only upon the representations given `In. paragraph 5 above by an independent - prof si%onai engineer registered in the State of Alaska. The DHHS does this as a courtesyto purchasers of homes and their lending institutions Incider to satisfy certain federal and state requirements. Employees of DHHS do not conducftirispeotions or.analyi'e data before a certificate is issued.'Th.a Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work:: ,r - ... r• w 4'v r�i• Lilfa tl: i::. L'J{ � t. '.I. y .. _. nan )n•.. uai) e•ni MOA m Municipality of Anchorage dam Department of Health, and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST 1 —' Legal Description: L 0PE SRl P-lTO Parcel I.D. 01T_ O 7- — 09 A. Well Data Well type itiviy Iflt h L, If A. B. or C. attach ADEC letter. ADEC water system number oN'S vrr Log present (YM) \(E5 Date completed MAY 19-�e Driller 1?21Mt�l D12d LL, IQ6 Cp . Total depth :Z -9a Cased to J �� r 139->= . Casing height Sanitary seal (Y/N) Wires properly protected (Y/N)yEs FROM WELL LOG AT INSPECTION Date of test m AY v Static water level 194 at=G 001fQM 190 QPF '6ege/reAA rn n f_ r_ -� Well flow rn g.p.m. g.p.m. C w O M2 Pump levels k_t_I owl ] 11441=1.tJ 0 m v+ o a SEPARATION DISTANCES FROM WELL TO: "' z Septic/holding tank on lot (d5 ; On adjacent lots �35 Absorption field on lot (24 ; On adjacent lots > (h0 Public sewer main _ r(f'A - - Public sewer manhole/cleanout N 11A Sewer service line ISI /A Petroleum tank tI lA WATER SAMPLE RESULTS: Coliform Nitrate Other bacteria Date of sample: -1 t,11-1 c f 11130915 Collected by: 0�C' EA r4" J B. SEPTIC/HOLDING TANK DATA Date installed MAS( 19 O Tank size (?moo G*'h-t Compartments Cleanouts (Y/N) Q) Foundation cieanout (YM) tjO Depression (Y/N) t�o High water alarm (YIN) K10 Alarm tested (Y/N) tJ /A Date of pumping Gam? 199 Pumper 1SAfcGS PtlYvlPt►�IU sV�• SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Weil(s) on lot On adjacent lots 12s Foundation 15 To property tine I Absorption field 011101 Water main/service tine Surface water/drainage N�tA 72-026(3W)•Fmnt CONTINUED ON BACK PAGE C. LIFT STATION Date irlstallo Manufacturer Size in gallons Vent (Y/N) High water alarm level Meets MOA electrical ' SEPARATIO TAI FROM LIFT STATION TO: , "Pump ofr Levet at . Cycles tested on lot On adjacent lots Surface water_ D. ABSORPTION FIELD DATA WMRAVC Date installed: 1990 O.B GPG/sF Soil rating (GPD/Ft2) System type `fR-61." 100 �i7—r �- •• M <, .', t r , a � .t .., ; 1. r Length 1990 `(4' Width 3r. Gravel thickness Total depth l� 5 'Total absorption area �j Sc Cleanout present (Y/N) `�ES - Depression overtiekt (YM) �b Date of adequacy test M 1 id i5 Resufts (passtfail) PASS for Bedrooms Water level in absorption field before test (d t -p-~ Fl j • 6KADE After test ,10 1=R71M Peroxide treatment (past 12 months) (Y/N) tJo If yes, give date tJ IIl. SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot (� , On adjacent lots 30/ I Property line � r To building foundation 5 To existing or abandoned system on lot Onadjacentlots 'loon Cuthank W1 Water m aintservice line 60� Surface water i1JA Driveway, parking/vehicle storage area ? X00 Curtain drain N MA E. ENGINEER'S CERTIFICATION I cer* that I ha ve checked, verified, or conformed to all MOA and HAA guidelines in effect Pathe, date of this inspection. 01F , A 1, n? oil Signature r .. , , • c, ^ y. c Engineer's Name - �I til A CL / w,# C& iOn/ c �ti�rc+ v,ichccl E. An&rson •- ` Z Date is i 4381 -E •• �+ HAA Fee $ CAV . �o Waiver Fee $ Date of Payment/ 5 Date of Payment Receipt Number l D �P / Receipt Number 72-026 raW)• Baur LTE ME Environmental Services Inc. Laboratory Division i�iiissiiiiiifiiiisis�sw.w�.�-vaaiso®®s�.®i®isr►e®s�� Laboratory Analysis Report CT&E Ref.# 95.2601-1 Matrix WATER Client Sample ID E. 99TH Client Name EATON, BRENT WORK Order 15775 Ordered By BRENT EATON Printed Date 06/28/95 0 13:37 hre. Project Name Collected Date 06/26/95 m 12:45 hre. Project# Received Date 06/26/95 O 13:15 bra. PWSID UA Technical Director STEPHEN C. EDE Released By Sample Remarks: SAMPLE COLLECTED BY: B.E. QC Allowable Ext. Anal Parameter Results Qual Units Method Limits Date Date Init -------------------------------------------------------------------------------------------------------------------- Nitrate-N 2.3 D mg/L EPA 353.2 10. 06/26/95 CMR .................................................................................................................... See Special Instructions Above IIA - Unavailable ++ See Sample Remarks Above NA - Not Analyzed Undetected, Reported value is the practical quantification limit. LT - Lees Than ]SJ • Secondary dilution. GT - Greater Than 200 W. Potter Drive, Anchorage, AK 99518-1605 — Tel: (907) 562-2343 Fax: (907) 561-5301 ENVIRONMENTAL FACILITIES IN ALASKA, CALIFORNIA, FLORIDA, ILLINOIS, MARYLAND, MICHIGAN, MISSOURI, NEW JERSEY, OHIO, WEST VIRGINIA MUNICIPALITY OF ANCHORAGE • Department of Health & Human Services y, DIVISION OF ENVIRONMENTAL SERVICES 343-4744 CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING Parcel l.D.# (—'j1Ga —10S a -Q() HAA# Qn9CL1uZ) A 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include lot, block, subdivision, section, township, range) Z,07- ¢..11 Location l/C(address or directions) Z ZEI cns%H�&// (b) Property owner Telephone: (home) �� Business Z74-166 Z Mailing Address (c) Lending Institution ��� Telephone Mailing Address (d) Real Estate Company and Agent �ls/ /T '1zj `tom Address Aj Telephone (e) Mail the HAA to the following address: (or check here ME if hold for pick up.) List contact person and day phone number below: l/_ Jo f « /uaee 27¢--7 2. TYPE OF RESIDENCE Single -Family 3. WATER SUPPLY Number of bedrooms Individual WelIX Community ❑ Public ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. 4. SEWAGE DISPOSAL On-site Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 72-025(Rev.?fe8) Page 1 of 2 Z to Z 86ed 4308 ("11 •.ee) szo•se -�joM sj9aul6ua puolssaloid ayl ul suolsslwo jo sjoaja jol olglsuodsai lou si a6ejoyouV 10 Allledlolunyy ayl •ponssl sl aleol;luao a ajolaq elep azAleue jo suolloodsul lonpuoo lou op SHHO to saaAoldw3 •sluawailnbei alels pue Iejapal uleljao A1s!les oliapio ul suol;n;llsul 6ulpual Olay; pue sawoy to siasepind of Asaunoo a se sly; saop SHHO ayl •eNselV 10 OMIS ayl ul pOaaisl60J jaaul6ua leuolssalojd luapuadapul ue Aq anoge g ydej6ejed uw uanl6 suolleluasajdaj ayl uodn Aluo paseq poleo1luao IenojddV AluoylnV ylleaH sanssl (SHHO) saolnJOS uewnH pue ylleaH lo;uawliudao 96ejoyouV to Aj!ledlolunyy ayl •T/bur p•pT ST u0i4Pa4u9ou00 wnmTxpm Kd3 'T/btu 8•9 sT u0t4Pa uaouoo a4va4TN 'A4TTTgP4Tns panuTquoo s,TTaM 994 aansuT oq pauiao;aad aq buT4sa4 oTpo'czad 41eg4 pag.sabbns sz 41 •quasead sa4Pa4Tu aav ea9gy •sapoo TPdioiunW PUP 94P4S bui4six9 sgaatu Agaadoad snug .zo; TTOM aqs :9-40N IenoiddV Ieuoll!puo0 to swjal leuoll!Puoo panaddeslo panoiddV os —. i — o Oleo ^. ^-• �(q swoapacrhT. �• sol panaddy (� IVAOdddV SHHO '9 leas s,1aau16u3 zV $8- ,: auoydalal • ..1ti'JCY �aT'..ti p 4 Q" Oleo C76 , O V ssajPPV w11d to OWEN uolloadsu! slyl 10 alep ayl uo loolla ul suo!leln6aj pue 'saoueulpjo 'sapoo OpIS PUP ledlolunyy Ile yllM eouelldwoo uI sl wals�ts lesodslp jalumalsem io/pue Alddns jalum ails-uo ayl 'uopoadsul PUB uolle61ls8nul Aw woil pue sa111 96ejoyouV 10 A;lledlolunyy ayl wojl poulelgo uollewjolul ayl uo paseq ley; AI!JaA jaylinl I •ulajay polsolpul ainlonj;s to ad�(l pue swoojpaq to jagwnu ayl aol alenbape pue leuollounl ales sl wals�(s lesodslp jalumalsem jo�pue �(lddns �alern ails-uo ayl ;eyl sMoys Ienwddy Illl�oylnV ylleaH sly; to uo1le61;sanul Aw ley; Aj!Jan I 'molaq umoys alep uollepllen ayl lose pue olaJay paxl;le leas Aw Acl pa!1!ljao sV NOI1VWaOdNI aNV V1.V0'HOUV3S 3lid'S.LS31'SN01133dSNl ONIOIAOad Wald ONId33NION3 'S MUNICIPALITY OF ANCHORAGE (MOA) MUNICIPALITY OF ANdi.. Health Authority Approval (HAA) ENVIRONMENTAL SERVICES DI CHECKLIST - FEBRUARY 1984 343-4744' - -00�1 i1990. Legal Description: Z07 2)&.rP/2/7o S6yW . Well Classification If A, B, C, D.E.C. Approved (Y/N) Well Log Present�;N) Date Com lett�e..d�' ��8 �?g Yield � Q* Total Depth-960—!Cased to Deptff of GroutingJ. Static Water Level. �5 Pump Set At Z47 Casing Height Above Ground = 12 Sanitary Seal on Casing (Y/N) Electrical Wiring in Conduit (Y/N) 7 Depression Around Wellhead (Y/N) SEPARATION DISTANCES FROM WELL: ' To Septic/Holding Tank on Lot �O5 ; On Adjoining Lots /36 To Nearest Edge of Absorption Field on Lot 20 / On Adjoining Lots /50/ -f - To Nearest Public Sewer Line 1UT1¢ 77 To Nearest Public Sewer Cleanout,/,Manhole. AMA To Nearest Sewer Service Line on Lot Water Sample Collected by Tobbe/1 S,ocl�a�ra� ; Date Water Sample Test Results Comments B. SEPTIC/HOLDING TANK DATA 71 Date Installed � 7 Size lZ 50 No. of Compartments Standpipes (Y/N) y Air -tight Caps (Y/N) Y Foundation Cleanout (Y/N) Depression over Tank (Y/N) AJ Date Last Pumped /%0�9D �SQQGS Pumping/Maintenance Contact on File (Y/N) &/14— ; for A&A: Holding Tank High -Water Alarm (Y/N) Temporary Holding Tank Permit (Y/N) J&Z4 SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK: To Water -Supply Well��La / To Building Foundation 1$ / To Property Line T� / To Disposal Field AQ " To Water Main/Service Lined To Stream, Pond, Lake or Major Drainage Course r.nmmPntS - -_ -- - 72-026 (Rev. 1/88)Froni Page 1,of 2. C. ABSORPTION FIELD DATA LQYp Q, g9,�,z Soils Rating in Absorption Strata 1478 /.aooA' AwType'of System Design Date Installed /yzeg2;�t e9ga Length of Field /17,6 Width of Field - Depth of Field l4gOslo/(o�7`ZGr vel Bed Thickness do :� Square Feet of Absortion Area l9yB=52042 ? Statndpipesk# Present (Y/N) ' "y l ' r .Depression over Field (Y/N) N Date of Last Adequacy est O Q� Results of Last Adequacy Test SG�>{7 ¢ SRP h7z9Yl�f SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water -Supply Well l �' To Property Line 35/'!x%76 28�f1-=/4Y0 To Building Foundation 25 To Existing or Abandoned System on Lot /d �" 7'6 /%??JAKW !VOn Adjoining Lots l50 To Water Main/Service Line ?teTo Cutback (if present) _z4m= To Stream, Pond, Lake, or Major Drainage Course A4ZA To Driveway, Parking Area, or Vehicle Storage Area 1 -04 - Co m m e n t s '/'Comments * R�rAAf?� -l4Qo =5z Aniwen 4 e' .6 to a y4w Fih .air; Me4ti 3,1 G� ✓Am doib a /ew' a P"o. * AdWlko j4,j- Pu Aetze6L 1�*- 2 bea ovv s 24,0ff Z VeW&eo16 �ftYuiu. 2 D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for _ Meets MOA Electrical Codes (Y/ Comments "Check Pen I certify that inspection. Signed Compan Date MOA No. — I — Dimensions — Manhole/Access (Y/N) "Pump Off"�eF c (Y/N) Pumping Cycles during Adequacy Test. BedroomR ting Against HAA Request' Xh eked, ri ' d, or conformed to all MOA and HAA,,q 0@4qes�in effect on the date of this Receipt No. n2c2cZ Date of Payment /0 Amount: $ Z? (9 0 Receipt No. _ Waiver Fee: $ Date of Payment 72-026 (Rev. 7/88) Back Page 2 of 2 r....gw... C.-143 Engineer's Seal r LOGICAL MBORATORIES Or ALASKAt INC. � CHEAIICA1. & GEO 5833 6 STREET - 6,Nr-HORAGE. ALASKA 99518 • TELEPHONE (907) 562-2343 FEDERAL TAX I.D. #92.0040440 kKAtTS1S REVIMT 81 3MLt tot Volk Order 1 11208 Date Report Printed: SEP 19 90 4 16,34 Client Semple ID:Ld DISPIRITO SID Yw3lb :UA Colloctod SLP 12 90 0 10 30 pts. Reeoiyod 592 12 90 4 16:20 lire. Ptaterfed with :AS REQUIRED Client Name t TOMV SYURLLAFD, 4.6. Client Acct : T49$tiNS F.01 NONE RECEIVED Req I Ordetod Ey Send Reports to: Analysis Cempletei :SEP 12 9C 1)T08BCli SFURKLAND, Q.E. Laboratory Sopitriso: 'STEPY.ER C. LDL `) Rsleosed 87 ,-,* (-. ft&-- .......w..........www........w................w............w............ww.............................w....................... Special lnstructt Chealab Rif is 903596 Lab Smpl ID: 1 Matrix: WATER 9...Matay Tested NITRATE -N Sample RODTINE WeLE. Rsrwrks: 3AWLS COLLECTED fly T.S. Rosult Unite Method Allowable Limits 618 sq/1 LPA 353.2 10 .................w....w...........w.... ................. . ......w.................................... I Teets Parforasd See Special Inittuctions ALOTS UL4.Ayailabls ND- None Dstsctsd •' See Semple Rourks Aboya N1- Not Analyzsd LT -Less Than. CT-6r6ater Than ..t 5. LEG%y►�L DESCRIPTION ( �FJPi.E'/TO DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME NUMBER OF+BEDROOMS + c DATE DATE DATE 0'Three ❑ Six 7. WATER SUPPLY ❑INDIVIDUAL' S - Lk - INSPECTOR INSPECTOR INSPECTOR MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION DEPT. OF HEALTI I & 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL P. C:T-CTION ENVIRONMENTAL SANITATION DIVISION APR 2 9 0* 1981 Telephone 264-4720 DD CC rr CC 11 ``'' CC REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER&CILl1' k DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten 110) days for processing. 1. PROPERTYOWNER /f 'e -c-2 L"I(E EZOL'A7/O/J62. PHONE MAILING ADDRESS �,�ri✓ r�fJ S ) l/ PROPERTY RESIDENT (If di ferent from aboPHONE 2. BUY R X PHONE L' /V i r GEz= — MAILING ADDRESS oar a� ,J .v v 3. LENDING INSTITUTION PHONE G.4 MAILING ADDRESS 4. REALTOR/AGENT PHONE 5%✓tJ��)/ A)G MAILING ADDRESS / 4-0 5. LEG%y►�L DESCRIPTION ( �FJPi.E'/TO SAD 707- STREEJ LOCA% ION r1,96. TYPE OF RE IDENCE NUMBER OF+BEDROOMS ❑ One ❑ Four ❑ Other U SINGLE FAMILY ❑ Two ❑ Five ❑ MULTIPLE FAMILY 0'Three ❑ Six 7. WATER SUPPLY ❑INDIVIDUAL' ' ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) 8. SEWAGE DIS L SYSTEM INDIVIDUAL/ON-SITE* Iq-IR YEAR ON-SITE SYSTEM WAS INSTALLED. ❑ PUBLIC UTILITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72010 (Rev. i THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE --91 SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO EI FOUR ❑ SIX 2. WATER SUPPLY SEH INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED o 3. SEWAGE DISPOSAL SYSTEM 'OINDIVIDUAL/ON -SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER A b a 3-0 DATE INSTALLED INSTALLER lt 'E1Septic Tank or ❑ Holding Tank Size: la -4)(-) If Tank is homemade give dimensions: SOILS RATING TYPE OF TANK MANUFACTURER 0� TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES - WELL T0: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line - - 5. COMMENTS Iu,HPPROVED FOR BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE BY 72010 (Rev. 6/79) X5-79 � f MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL ENGINEERING DIVISION gj Telephone 2644720 NUMBER OF BEDROOMS REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requari will not be processed. a6lgNlKrAIiW Ytliti23li 1f t i ; /. PgOPETY NER PHONE MAILING ADDRESS ❑ Three ❑ Six i PROPERTY RESIDENT (if different from above) ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well 2. BUYER 40 Jtploll-apz�o to PHORr' MAILING ADDRESS 3. LENDINOINSTITUTION PHONE S/ MAILING ADD by this Department. 0. REALTOR/AGENT PHONE MAILING ADDR 5. LEGAL DESCRIPTION I N STREET LOCATION Ir .e5r 540, S. TYPE OF RESIDENCE NUMBER OF BEDROOMS ft1--1STN-GLEFAMILY ❑ One L;-�Pour ❑ Other ❑ Two ❑ Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six 7. WATER SUPPLY INDIVIDUAL" ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) 8. SEWAGEDISPOSAL SYSTEM Ei INDIVIDUAL/ON-SITE'" **If individual/on-site, give installation date If system is over two (2) years old an adequa test is required ❑ PUBLIC UTILITY by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATEDL 72-01013178) 2 43 ze, V 7 rr2 _ !THIS SIDE FOR OFFICIAL USE ONLY INSPECTION APPOINTMENTS DATE RECEIVED TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ❑INDIVIDUAL/ON-SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER DATEINSTALLED r4 INSTALLER ❑Septic Tank or El Holding Tank Size: I1a{��If Tank is homemade give dimensions: SOILS RATING TYPE OF TANK MANUFACT ER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELLTO: Septic Holding Tank Absorption Area Sewer Line Nearest Lot Lino Absorption Area to nearest Lot Line 5. COMMENTS [fl --APPROVED FOR _ BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) 1:1 DISAPPROVED DATE 1 ` BY (Title) LEGAL DESCRIPTION 72.010 (Rev. 3/781 Ur or o DEPT. OF ENVIRONMENTAL CONSERVATION soaTllcfr MI Rfs101u1 OffIff Rolf Strickland DEQ 825 L Street Anchorage, Alaska 99503 1 Ima .urs M"OAm, sovOWnR Armaww Raw fags AXWORABf AUf April 5, 197_jUNICIPAUTy Of ANCHORAG; DEPT OF HTH e JEWRON'MENTALE ROTECDO,N Re: Plat of Lots 1,2,3, & 4 of De Spirito Subdivision Dear Mr. Strickland: APR 71977 .RECEIVED This Department has no objection to the Municipality Department of Health and Environmental Protection administrating approval over on-site water and waste water disposal as required by the registered plat filed on March 16, 1976 and approved by the Platting Authority on February 3, 1976. GFG/kz R Sincerely, ohn Sorenson Environmental Engineer ALNZKf * ST., L AB Metropolitan Community Church P.O. Box 3-091 Anchorage, AK 99501 Attention: Mr. Bill Byrne • �1 4040 B•• STREET, ANCHORAGE, ALASKA 99503 PHONE: 907-279.2581 February 26, 1976 W.O. 1#17612 Grid 112439 Subject: Subsurface Investigation on Lots 1, 2, 3, 4 DeSpirito Subdivision Dear Mr. Byrne: We performed a subsurface investigation on Lots'1,*2, 3, and 4 of• DeSpirito Subdivision on February 21, 22, 25 and 26, 1976. The exploration consisted'of one 20 foot and four 15 foot: test holes placed with a B-50 Mobile drill rig mounted on a Flextrac-Nodwell tracked vehicle and utilizing a continuous, solid flight auger. The drill rig was owned and operated by Denali Drilling, Inc. The drilling was supervised and the test holes logged by Mr. Wallace Oliver, staff technician with Alaska Testlab. Following this report are: Vicinity Map Figure 1 Test;FIole Location Sketch Figure 2 Grain Size Distribution Curves Sheets 1-5 Standard Explanatory Information Sheets 6-8 Grab samples were taken off the auger flights in five foot intervals in test holes 1 through 4 and two and one-half foot intervals in test hole 5. Samples were visually classified in the laboratory with samples of similar color, texture and grain size distribu- tion being grouped together and laboratory analysis being performed on the .group as a whole. Five groups were identified: Group A is a sandy gavel that is nen-.frost susceptible being rated NFS. Its unified classification is GP and its gradation is shown on sheet one. 1�1 Metropolitan Community Church February 26,,1976 Page 2 Group B is'a silty gravelly sand -that is moderately frost susceptible being rated F-2. Its unified classifi- cation is SM and its gradation is on sheet two. Group C is a silty sandyr� avel that is moderately frost susceptible being rated F-1. Its unified classi- fication is GM and its gradation is on sheet three. Group D is a silty sand that is moderately frost.susceptible being rated F-2. Its unified classification is SM and its gradation is on sheet four. Group E is a sandy silt that is highly frost susceptible being rated F-4. Its unified classification is ML and its gradation is on sheet five. It is non- plastic. Water was placed in test holes one through four, left to saturate overnight, refilled in the morning and the drop in the water level monitored. (Each hole was cased with 3/4 inch, slotted PVC pipe). The rate the water level dropped over the period of an hour was: Test Hole 41 3.5 minutes/inch P. 1(0' Test Hole #2 4.0 minutes/inch OS�O Test Hole #3 8.5 minutes/inch /r3° Test Hole #4 5.5 minutes/inch•ISe Test Hole #5 was placed in the right-of-way for the planned extension of Main Tree Drive. We hope this is sufficient to your present needs. Please do not hesitate to contact us if we can clarify any item. Very sincerely, ALASKA TESTLA \. ) 1� cr Melvin R. Nichols, C.E. Laboratory Supervisor MRN:rb Enclosures f £•o££ 13 ,e£'oo£ 44 to CD 1° M k � cotD N o e e N" 11 • co k � cotD N o e e N" 11 • rL�; .c :a•u.: lin, c ii• t u,,UUN 0 co w h o.: 0£ Q �1 1.1 F' n,,•n�z rL�; .c :a•u.: lin, c ii• t u,,UUN 0 co w h o.: 0£ Q �1 1.1 Test Hole #1; Depth in Feet From To 0.0' - 1.0' 1.0' - 10.0' 10.0' - 20.0( Bottom of Test Hole: Frost Line: Free Water Level: Table A V7O #17612 February 21, 1976 'Logged By: JV7O Soil Description F-4, brown organic overburden. NFS, brown Sandy Gravel, GP, damp, maximum subrounded particles to 2", Group A. F-2, brown Silty Gravelly Sand, SM, damp, maximum subrounded particles to 2", Group B. 20.0' 2,5' None Observed Type of Sample Depth Sample Group Unified 1 S.01 .-G A GP 2 10.0' G B SM 3 15.0' G B SM 4 20.0' G B SM Remarks:` 1. Type of Sample, G=Grab, SP = Standard Penetration. 2. Group refers to similar material, this study only. 3. General Information, see Sheet 1. 4. Frost and Textural Classification, see Sheet 2-3. 5. Unified Classification, see Sheet 4. 'Test hole2Table A t7U ;;17612 February 21, 1976 Logged 13y: JW0 Depth in Feet rrom To Soil Description 0.0' - 1.0' 17-4, brown Organic Overburden. 1.0' - 5.0' F-1, brown Silty Sandy Gravel, Gil, damp, Group C. 5.0' - 10.0' NFS, brown Sandy Gravel, GP, damp, maximum subroundcd particles,l", Group A. 10.0' - 15.0' F-2, brown Silty Sand, SM, damp, Group D. Bottom of Test Hole: 15.0' Frost.Line: 2.5' Free Iater Level: None Observed Type of Sample Depth Sample Group Unified 1 5.0' G C GM 2 10.01 G A GP 3 15.0' G D GM Remarks:. 1. Type of Sample, G=Grab, SP = Standard Penetration. 2. Group refers to similar material, this study only. 3. General Information, see Sheet. 1. 4. Frost and Testural Classification, :gee Sheet 2-3. 5. Unified Classification, see Sheet 4. Test Bole #3 Depth in Feet From To 0.0' - 1.0' 1 .0' .- 5.0' 5.0' - 15.0' Table A WO $17612 February 21, 1976 Logged By: JWO Soil Description F-4, brown Organic Overburden. F-1, brown Silty Sandy Gravel, GM, damp, maximum subrounded partic'cle,�size 211, Group C. F-2, brown Silty Sand, SM, damp, Group D. Bottom of Test Hole: 15.0' Frost Line: 2.0' , Free Water Level: Pone Observed Type of Sample Depth Sample Group Unified 1 5.0' G C GM 2 10.0' G D SM 3 15.0' G D- Sill Remarks: 1. Type of Sample, G=Grab, SP = Standard Penetration. 2. Group refers to similar material, this study only. 3. General Information, se'e Sheet 1. 4. Frost and Textural Classification, see Sheet 2-3. 'S. Unified Classification, see Sheet 4. Test Hole #4. Depth in Feet From To 0.01. - 1.0' 1.0' - 5.0' Table A WO #17612 February 21, 1976 Logged By: JWO Soil Description F-4, brown Organic Overburden. F-4, brown Sandy Silt, ML, with trace•of gravel, damp, NP, Group.E. p D 5:0' - 15.0' F-2, brown Silty Gravelly Sand, SM damp, Group D. Bottom of Test Hole: 15.0' Frost Line: 2.0' • Free Water Level: clone Observed Type of �yU" .Sample Depth Sample Group Unified 1 5.0' G E ML 2 10.0' G B Sri 3 15.01 G B Sri Remarks: 1. Type of Sample, G=Grab, SP = Standard Penetration. 2. Group refers to similar material, this study only. 3. General Information, see Sheet 1. 4. Frost and Textural Classification, see Sheet.2-3. 5. Unified Classification, see Sheet 4. n Test .11ole #5 Depth in Feet From To 0.01 - 1.01 1.0'•- 5.0' 5.0' - 15.0' Table A WO #17612 February 21, 1976 Logged By: JWO Soil Description F-4, brown Organic Overburden. F-2, brown Silty Gravelly Sand, SM, damp, Group B. F-4, brown Sandy Silt, ML, damp, NP, Group E. Bottom of Test Hole: 15.0' Frost Line: 2.5' Free Water Level: None Observed ' Type of Sample Depth Sample Group Unified 1 2.5' G B SM 2 5.01. G E ML 3 7.5' G E D1L 4 10.0' G E ML 5 12.5' G E ML 6 15.0' G E ML Remarks: 1. Type of Sample, G=Grab, SP = Standard Penetration. 2. Group refers to similar material, this study only. 3. General Information, see Sheet 1. 4. Frost and Textural Classification, see Sheet 2-3. 5. Unified Classification, see Sheet 4. ........... � February► 2701976 8111 Jones. Planning Department Sanitarian 5-3915 • DE SPIRM SUBDIVISION ae are in mccipptt of adequate soils tests an each of the four lots of this subdivision. The petitiomr has not all the requivemeats of this departimot. Susan Oml t Sanitarian so :pk I DFRARTMENT OF ENVIRONMENTAL OU�ITY 1 FSC j� SSD tt ,7 PLATTING OR PLANNING u ZONING CASE REVIEW CASE NO. TITLE: Date Case Received BY Suspense Date Comments to Planning Department For Planning & Zoning Commission Meeting Date ROUTING Environmental Engineering Air Pollution Noise Environmental Sanitation COMMENTS: UAL;. rn-CR. , Pols . vb waz-,, . I 4 2- "-U-) t1aU�' lJkc tu�.T�, .4- act, Tit O /c. 'A 1-7,r N ° - rq T t� nS � o N n `\ p . r i i o o Zoo, i N LN zoo !, --> Z January 16. 2976 mile No.: 6-1 DIU Jones. Plamd% Department Sanitarian DeSpirilo Subdivision This department originally supported DeSpiraeto Subdivision. however, should public works insist on a $60 toot radius right-of-way through Lot 1, the proposed subdivision will stat meet our requirements. This is due to (1) the fact that a new public well will be ra. quired on Lot 1 for the chureh and parsonage being proposed and the Alaska DepartmaAit of Environmental Conservation will snot give further variance on the weU distance; (_) than eadre &"a of Lod 1 will be needled to meet distance requirements and provide suitable woes for on-site, aima4ge disposal: sad (_) we will not oillow the installation of a private sager system which crosses a public right-of-way. The Municipal Ordinance governing Installatian speaks directly to this Issue in that "Bulldozers, trucks or other heavy equipment should not be drivers over the system during or atter construction". It is unreasonable to swamm that problems will never a+cenrr it sea a unraasonable also to ask the -_ petitioner to install a system under a Municipal roadway and thea charge frim with its maintenances In order to regain the accessary area lost to this proposal. iter 3 could be Incorporated into Lot 1. leaving lust two lots on the plat. - We would support this proposal as k mg as a new soil test is performed on the pr"ant Lot a prior to filing this plat. Susan F. Oswalt Sauitoriau . SE0/lw ("'*411 JAY 5: HAMMOND, Governor DEPT. OF ENVIRONMENTAL CONSERVATION SOUTHCENTRAL REGIONAL OUNCE / 338D£NALISTREET MACKAVBUILDING—ROOMS ANCHORAGE99501 January 19, 1976 Ms. Susan Oswald Dept. of Health and Environmental Protection Anchorage Municipality 3330 C Street Anchorage, AK 99503 Subject: Your case S-3915 (De Spirato Subdivision) Dear Ms. Oswald: I support your' contention that problems'can be expected to develop if the parcel approximately 6000 square feet in size is cut off from lot 1 and used for sewage disposal. The line under the proposed roadway would be more subject to freezing because of the clearing of snow from the road- way. Also any repairs to the sewer line could be greatly complicated because of its passing under the roadway. Yours truly,, Kyl J..0 erry, P.E. Regional Environmental Supervisor t"" DEPT. OF ENVIRONMENTAL CONSERVATION SOUTHCENTRAL REGIONAL OFFICE Ms. Susan Oswald Anchorage Municipality Dept. of Environmental Quality 3330 C Street Anchorage, AK Subject: De Spirito Subdivision Lot 1 Dear Ms. Oswald: ` JAY S. HAMMOND,,Governor SOUTHCENTRAL REGIONAL OFFICE MACKAY BLDG. pV 338 DENALI STREETtjY Nq ANCHORAGE 99501 December 23, 1975 IV 7 I have.reviewed the proposed development of lot 1 of the De Spirito Subdivision as presented by Mr. Bill Byrne. This lot is to contain a church and parsagage, with on-site sewage disposal and well. This department has no objection to the proposed development providing the well*.. wil3 be a. minimum of 150�feet from any sewage disposal system. Sincerely, Rob rt C. Flint Environmental Field Officer cc: Bill Byrne RCF/sv 4��y.G��-err 3 2 Lj Y—v Et=�=�- ,rte+•' 8 r - 1 ~ ... • 1Q_J_ 1 S ILUARY RERV ATION _BO\R.Y 4) �••_ cp SOO rzaearr�r'" /01 //yI' 'p1 • i /�'—� •1\ " //,////JI'/- . �1 \\ ��(/' s'° < ���/ s' (f �� 11'1 i' • fl 60C lla. 22 /// r c � ' CIA -69 r._ ` I 676 -`lN- �+�•'-r ,1 I � � / \\ol�? s .• \'�����;� �_. �-nom, f�,'-aaa..=Y- \ \��..1_`� Y. 3r- -:tom• AI'r r�O�.'Y` � 4��:a'w�j.��. ..���� Comments re: water availability in section 14 made by U. S. G. S. 6/6/75. Not much well data available within the section as evidenced by their well location map. Nearest well at approximately the same level is Valli Vue's. It produces 168 Spm at a depth of 173'. They pumped it 24 hours and drew it down 107'. O'Nalley School is a good producer and so are the wells in the NE part of section 14 and the ARJ part of section 13 which leads them to believe there is a stratum with extremely good water potential running through section 14. The stratum's downslope boundry possibly extends to the,corner of section 14. • NW Overall, the water potential in section 14 is well above average for the hillside area. S -915 3Atd 63 S �.LOCATION DIAGRAM t ' - North :. i t 330t i �' - SCALE:-L'..square.= -20-feet--: :r:aintrec Drive z , ; -.. •. } This 'diagram shows the locations-ofTthe 'oil 'tests i • i preformed on'the five acre itract tvrhich .his itYie following' .-legal-desoriptlori=Ai2._S"v;_ 5��4`fi1E ,�e'c iu-T12br.E3lrj t The'.tract-slopes`fiently to"the north-ancr'we'st;"'"";' ' S :� 915 J A N 6 1976 i c r --A. &. Timm_ 28.- May SW,.S'd -ricl Sec; :.1 T12N_R3W Sr►Y ____..._._ ___... FU:p:;rt5 .»hX _..._._...�_.......__..' k...J...._Y�- -' .....__._.. i f:3, I. Feet SOIL isoil 2 I Gm . to Gw l 10 i Sp I The top sediments were very erratic, with some 17: , poorly graded sand. bodigs'_t^ _; j ___• _w and other finely layereq I SEF. A silt and clay bodies. The sediments were loose ,. SITE with a moderate to high 1 -LI moisture content. Crou^.Gr tinter t:ltb: at-rr.VO 1 f 74---, At Vhat Dr; rh? _ _— N t i i Pi'IJ+It„ DATEM (I T.I � rim-" t*Lr T.C::; ')EFifi Til .. •' t:E: `� T - r. i?: 9•?i: lil: ..li+t. tr..... .: fi;h i' L.� TAY 4i `. i:. .—_—.___• f'Gm to -GHJ at`55soft/bdrm; 6 ft_$p at_.15Psgf.t/bd.xm. l-culated. -a�ePercco z_.29_r,ay..75 5.915 JAN 6 ler A.R. Timm •; ;2fi May 75 S FEi Sec 14 `T1 2N R3td Sr` Feet :OIL [i:.. IroP- There was a high cobble, 2 oil silt, and clay content- - ti,-ith some very coarse sand. The horizon between -'-•-t•-' -= the tw,o types of sediment's ! t ti•ras gradational Frith no •---:-:-.....- Gm sharp sharp division. ) ; i LOCA 10to ! S Gr f r l bias C; •J+ :.3 wat.! f.; . + .: t••: a. r AO ;,L?i%I TO L: f1 N, Ft::Cc:a t :'r r.o�d I::S: _i i~.! -;;!-t�_•.cg�: - F:Ci:: ' _Tr:s:r. 16 �_,••,�__�_, _ $ ft�m�a-'223'-soft%bdrn;y6 ft'Gmjto�Gw-at 15sgftfbdr�a - __ f r.._calaizYate3-_Avera. P_ i9$sq: t yarnPercco - _ 29I:a7 h: n A. A. Timm28 May 75 f • • R' SW SW' _NES Sec: il: T12N RY, Sri _xx ,lop- jsoil The sediments were fairly. 2 loose with a moderate moisture content. There' was some cobble and boulder sized particles in both sediment layers but these, SEE 1MACRED- i Gm were of minor importance. t 'LOCATION DIAGRAM There were some Sp bodies 3 "-" --- f in the Sw but these acc-' 7 ounted for less than 10N"-._ ' of the total sediments. { `. i SW f t I ^ 3ttr. T i _d.D7ti ; ..AT"E ... --i, 5::�: ••. '.i -•- -1:-f :::i. .. i7F� :'Fi ir;. -:� •,;._r— --_ i f :) i6 t .Gm at 2?_ soft bdrm• 9 -ft, Sr5 2 _ ------- S .f. 5� � ,.. at 12 s ft/bdrm _..._ _.-•-_-._-• calculateC_ a-rerace- 160.7saft/bdrm. ..._ .. Percco 29 i'iay 7: S 3915 JAN 6 1976