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Home My WebLink AboutRAVENCREST LT 3P-avencrest Lot 3 #015-232-38 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage. AK 99519-6650 Page of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: S w 0gow3 PID Number: �^ 013 —36 Noma Er`� Ca Wastewater System: IgNew. ❑ Upgrade Address. l ZO ABSORPTION FIELD Phorr: 3tp O' -7 U 3 Z_ NunWar of B•droalm: / f T 3 La Daap Trane D Shas"TeO O O nch Bad M.W OIMr LEGAL DESCRIPTION Soa1 Raunp TUlr o.pn Bo nonpMl arw. Q .6GPDrFIs FL BIxA: Lot: �-• sUW,,,V nQ awn Depth to pipe bottom from ongmal grade Gravel depth beneath ppb Town«ep. Range: s•c1on FA added abo.e ongmel grade. I.� Ft. Ghiw Lerlgm: Ft. Well �L ® New ❑ U rade pg Ghiwwwm' "aro. of ones o,a,M_..nlne. FI. FI Cla"hi;abon (Private1. A. 8. c): A7 Total Do Q U FI. Cased b' FI Total abaerpoon Shia. (035-F? Pr MalanM DnM, 1;rr Dale DNNd StabC water Laver. alalsl /' Dale Inalellad I — O s r'r II— —03 9 Ft. wee Q _ Yi«d' pomp$ O N/I ca«ng lNpm Ab6ve Ground v/ ANK GPM Folowe) FI. FL Iryo SEPARATION DISTANCES Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To From Septic Tank Absorption Field Lift, I Station Holding Tank lubtidlPirrvateK. Sewer Line Glee apa�1T S%Gar won � s 136 $ 1 L Maten«. N of ConaanMnls :C T CP_ swfabewalar 0-t LIFT STATION LW Line 5 , ^ , �r.. U—.1 Foundation41 L ♦ I / L 6 'Pump«i la «at 'Pump oh'bvM al. Wgh water. Warm«. in In. in. Curtin DrainPum Ma p 11ocirwra Inspections peri ne by 4emana BENCH MARK Loubon and D••rnpuan. esti / eP door r F; •r WnW I...ppl. P V ADO Ft .Zpgideees stamp lir e• tfi,�'. 1't% ` x . 1 I !, •�} r�� RING 17oti4 Eagle R` ar Leek voad, No, ' : at /_ Inspections performed by: Dates: 1 b _ ��• • •••• '•'a""'•• �e �; IMP a 2nd �S' r «. . ............j.w; Developme t Services Department Approval s: •e uHg. �c�t a` vi�edw) ed and approved by: Date: �7 4•�� 44#T,,�Y` �Re " 7'� PERMIT NO. SW040003 PACE 2 OF 3 Municipalit of Anchorage DEPARTMENT OF HEATH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 •Anchorage, Alaska 99519-6650 • Telephone 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LECAL LOT 3, RAVENCREST S/D P.I.D. NO. 015-232-38 LOT 2 RAVEN ASP/{q�T ROOST DR'VEWAY CIRCLE I I � B N i eNO�s f FCO al p � p NEW 1250 GALLON s I G A SEPTIC TANK W TBM ST1 OBL1 & DBL2 W i ST2 CO1 MT1 uI IN THy3A♦ 15' MIN. o I CO2 ��S\t MT2 ^I ----------- ---------------- 10' TELECOM & ELECTRIC EASEMENT SCALE- 1' - 40' ENGfNE JTAMP:. r PERMIT No. SW040003 PAGE 3 of 3 Municipalityof Anchora e DEPARTMENT OF HEATH AND HURAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 •Anchorage, Alaska 99519-6650 • Tete phone: 343-4744 W ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 3, RAVENCREST S/D P.I.D. No. 015-232-38 ST2 -,,102.4' FINAL GRADE 97.6'// I NEW 1250 GALLON SEPTIC TANK FINAL GRA 2" INSULATION 97.4' rn1=103.0' 100.8' MT2 = 89.6' -01=97.2' ;02=97.2' A NO WATER FOUND 83.6' B.O.H. N- T. S. FROM FAX NO. m,��a�.`a r. _3 e'eNmatswh-iiD. Range Section r4} 4 ,NAD:ZZOR Apr. 21 2003 01:46AM P1 �^ HEFTY DRILLING STATE OF w�. '?fir• • •—+ ...3540 AKULA DRIVE �r rn ,k;': •:`'" DEPARTMENT OF NAiURALRU0ftC3&&,s. ! ,ANCHORAGE. ALASKA 99516 MiNTNG, LAND, wATF,R HYDROLOGIC?I7IIVEY ' 9,Q7 ) 345-0593, WATER WELL L06'.: . ':.w V: .::..:::.DrWing CitylBaraO81K ,:. stented �p i3 N d /;.:: , ._• ..� omplete _i. .i 1 ' SLbdivisioll/U$$: Block Lot roptrtY! O- e_rp N. at meE &/A�ddrgsrr.n. .4n^Lx• (O`f1 5 Dep W ofhole: ' ...• fl. Casing stkchip 1.: :.;c, �•.,f..' . :Lm,h+aa Rot.a n.._GTova SwFln.C?LL,, �O,f,�.;;�: �^ Y; 'rBORSOLZDATA: (from undsurface Depth $,7 Elevation: .. ^ %• ,: �:.'-, tC �tiii 1 Tyjia, Color & wetness j Poem T4 Drilling metho vSAir rota . 0 Cable mo ry I, Others :' •."3::f c%. welliue: OP licsuPPlY..&Domestic, 0 Other ' : • •' t`` '%^�� ,.:{),,,,, ..:7�s5•" �yi R, .•+ V� a ✓ Lf/t� tiJ U 5 Dep W ofhole: ' ...• fl. Casing stkchip 1.: :.;c, �•.,f..' . _ Casirng�W: �eC� Thiciknesa n Ai Casing diameter- J. inches Liner � � •'• 1 t type: Diameter: Inches, Depth k; S ------------- Smtiew2ter(6•Inntnpnfrn.b. A3 Pumping level & yield : feet after,_hour: u•.. ,, , ��•. s .L.. •.l i t50� j Recovery _gPm rate: .�0 gpriL Method of ' Development * h lL 0 V Dutalios.<jr. ; ^' go 1$0 Well intake opening type: V Open end, 0 Opeahole 7 :'::3., §" .< 0 Screened. Stan: t� Stopped .r r• ' Screen type: SloNmesh size ,: •. 0 Perforatcd;Start: f4 Siopped :: --v� 1. , '� • 6 I 0 S Stan: ft, Stopped . .I�,�(a� Note: is Grout type; + 'Ja Volume ,...: Depth; from ft to Pump intake depth: r 8 Pump size hp, Brand Dame: Was well disinfected upon completion? 12YM ONO • ' • Methad oldisinfcction: Driller comments/ disefa imers; " Well Driller Name: a_ Company Name:_ HEFTY All. ING Mailing Address: 3540 AKULA DRIVE 4 Cily_ ANCHORAGE Stale:_AIASKA 20L:� gp576 Phone Number: _ ,� .907-34b-2§23 . UR Z =0 TRA if >k 41 C Q Q O. W O. i'A 00 0 CA 4 IN. .m SI 00 bo CONTINUE FROM PREUIOUS PAGE 001 N00003'16"W 114.91 10' TBE Easement _ C-43 a% z 5 0 w i m c 10' T8E Easement S00001'14"W 164.79 C" O CA N3 m co v .Oh N A w S& ROBERT C. COWAN, P.E. ROBERTA. SHAFER, PE. CIVIL ENGINEERS (907)694.2979 Date: 6 // /0 FAX(907)694.1211 HEALTHAUTHMN APMWMS Municipality of Anchorage SEWERSWATER DEPARTMENT OF HEALTH AND HUMAN SERVICES M MEXTENSOM 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 SEWERS WATER MPECTION REFERENCES Lo I 3 R'4V¢NC'ef ri `r/0 ENGINEERSIOSTIAIES ANOREPORTS The septic inspections for lha referenced property were performed on .S' TS" o y and S'/is-10Y Prlor to submitting the On-site Wastewater Disposal System and/or Well Inspection Report we are waiting for the JjdliLr J',Avty to be WELL94PECTICN SFLOWTEST completed. If we may be of further service please contact us. SITE PL" Sincerely, MAD Y&2 dzj,.- DESn4 Robert C. Cowan, P.E. SOIL TEST PERCOLATION TEST STTSICTLA&L UECKA)WAL MPECTIONS ONSITE WASTEWATER ' OMPOMSYSTEFA DESIGN i 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER. ALASKA 99577 Permit Number: SWO40003 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Legal Description: IRavenarest Lot_J Date Issued: Jan 12, 2004 Expiration Date: Jan 11, 2005 Parcel ID: 015-232-38 Design Engineer: 0836 Brian T. Harten Site Address: Unknown Owner Name: Eric and Carol Bacon Lot Size: 52222 SO. FT. Owner Address: 14201 Elmore Road Total Bedrooms: 4 Permit Bedrooms: 4 Anchorage , AK 99507 - This permit is for the construction of: ❑Q Disposal Field ❑� Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked 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 engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 (24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 6: The Received By: Issued By: WASTEWATER Date: Date: �2 �� 1 I L I� Y 1 1 r% r� 1.. I r� r r N 1 11\1 s I I Ht I I 11/ 11 1 H- 1 1 ' 10' &1 I / LOT 1 5 OW STORAGE I 11 / E T. TYP. / ay rr\vru o _ //� i PROP _EA.5T 7 i M� SY$ RAVENS ROOST CIRCLE _ 589' Cl / I LOT 4 LOTn,'iZ222 Sr 3 1.(/� 1.19 AC ` ----=- ,P—r. µr Zritnl--- -- 1 Tal' —17 —`- LAS ,,-S89-57'4 8. 328.81 M) �---� / �\ ( N89'57'44"1 50'1 50' 1 n2N R3•/ XC 23 PARCCL 218 TRAPPERS TRAIL ROAD I � 1 E— BTH CONSTRUCT/ON, LLC P.O. BOX 110358 ANCHORAGE. ALASKA 99511 PHONE: 336-3447 JC.0 YYCL.L /J', ? OSED SEPTICcv o TEM 59'29"W 278.17' M �, ?:`� SCC 23 21C 182.5 � I ROPOSED —BEDROO I OUSE �I (I •4'•9••17/-j"`•...,. •.�9* ��/ BRIAN T. HARTEN / .HO. 10088 -CES LOT 3 RAVENCREST SUBDIVISION OVERALL SITE PLAN NOR. 1".100' DATE: 10/27/03 GRIDS: 27}e SCALE: VER NTS SHEET OwNCR: ERIC BACON °` 3 CURVE TABLE CURVE 1 RADIUS DELTA ARC LENGTH CHORD BEARING CHORD DISTANCE C7 1 'I N64't ' 17.36* C2 48'21'32' ! 4'4 ' 'W 40,90' CJ 41' 1 1'W ' C4 1 1' 79,43' 1 4' CS 4 4 4 41 CB 4 17,45' 'W C7 1'4 ' 1 4' ' C8 31,46- 4 W TRAPPERS TRAIL ROAD I � 1 E— BTH CONSTRUCT/ON, LLC P.O. BOX 110358 ANCHORAGE. ALASKA 99511 PHONE: 336-3447 JC.0 YYCL.L /J', ? OSED SEPTICcv o TEM 59'29"W 278.17' M �, ?:`� SCC 23 21C 182.5 � I ROPOSED —BEDROO I OUSE �I (I •4'•9••17/-j"`•...,. •.�9* ��/ BRIAN T. HARTEN / .HO. 10088 -CES LOT 3 RAVENCREST SUBDIVISION OVERALL SITE PLAN NOR. 1".100' DATE: 10/27/03 GRIDS: 27}e SCALE: VER NTS SHEET OwNCR: ERIC BACON °` 3 SCALE 1' - 50' o� S 59'29"W 278.17'(M) - - - �PROPOSED WELL TEST HOLE /3 SEE \ ATTACHED SOILS LOG..— PROPOSED REPLACEMENT LHa/,� OT 3 �DRAINFIELD \ o _ 9a / a 04 o / PROPOSEDDR INFIELD, SEE DETAIL BELOW /- - 10' T&E EASEMENT \ N89'57'44"E 328.81'(M) SITE PLAN I I OTESTHOLE I I I DOUBLE, TANK CLEANOUTS. / \ CO / \ / \ OMT \ 0 \ -- OO Co SPOR 14MIN TFe II —1250m' STEEL. 2 -COMP " T SEPTIC TANK. CO FOUNDATION CLEANOUT, WITHIN 4 FT. OF BLDG. WALL PROPOSED SINGLE FAMILY HOME PLAN VIEW DETAIL NOTES: NOT TO SCALE 1. THERE ARE NO EASTING WELLS OR SEPTIC SYSTEMS WITHIN 100' OF THE PROPOSED WELL AND SEPTIC SYSTEM FOR LOT 3 RAVENCREST SUBDIVISION. 2. CONTRACTOR TO VERIFY ALL SETBACK AND SEPARATION DISTANCES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER. BTH CONSTRUCT/ON, LLC P.O. BOX 110358 ANCHORAGE. ALASKA 99511 PHONE: 336-3447 TUBE, TYP. TYP. ��'.��• OF AZ `AX9s11� .............. • BRIAN T.•HARTEN / m�„'•, NO. 10068 -CE LOT 3 RAVENCREST SUBDIVISION SEPTIC SYSTEM DESIGN NOR. 1'-50' DATE: 10/27/03 GRIDS: 2738 SCALE: SHEET 2 of VER. NTS OwNCR: ERIC BACON � 3 \ Municipality of Anchorage -- Development Services Department Building Safety Division Onsite Water and Wastewater Program 04.5j. 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orgtonsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. (�� t; —Z3Z 3V Permit Number SW 040003 Property owner(s) Eric Bacon/ A&B Partnership Day phone 360-7632 Mailing address (1)14201 Elmore Road Mailing address (2) Anchorage, AK Zip Code D 99576 Legal description (Lot, Block & Sub'd.) Lot 3 Ravencrecst(SS�ubbdiivision L Legal description (Section, Township & Range) 1 b`"1 K �,� V(1 M, k, hl(:)'C C I � ft„ Lot Size � �Z t ZZ Zcres q.Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only [j` Well Only ❑ Sewer and Well ®— Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi El Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. (Signature of property owner or authorized agent) Permit Fees: J- O 0 Waiver Fees: Date of Payment: 1 ;Z - 3 1 — O 3 Date of Payment: Receipt Number. (d-3 3 Jo (Receipt Number. (Rev. 12/00) S& MALTNARNO ITY APANOJALS SEWER t WATER MANE%TENSIOPS SEWERS WATER INSPECTION ENGINEERNGSTWIES ANDREPORTS WEALNSPECTION S FLOW TEST SRE PIANS SOI TEST PERCOLATION TEST STRUCTURALA ►IECNANICAL INSPECTIONS ONSITE WASTEWATER DISPOSALSYSTEM DES" 11G ROBERT C. COWAN, P.E. 77 CMLENGINEERS (907)694-2979 May 26, 2004 FAX(907)694-1211 MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 3, Ravencrest Subdivision It is requested that you revise permit NSWO40003 for the referenced property. An additional test hole was excavated and a percolation test was performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation on 5/13/04 water was not found. Ground water monitoring was observed after seven days and the test hole was still found to be dry. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. If you require additional information, please contact us. Sincerely, Ro� o ert C. Cowan, P.E. RCC/jhm Enclosure 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 •SITE PLAN DESIGN 1" = 40' SCAT f ^o _ o.0AIRE, xz lip OHO Nc�z b 0-13 � D n'0 q ZO b.;mpVjimMmZ Ps" II O II Z O = ^3 m x soon b a o00 MAD � w x o vX > o a g 1 ¢0 ro r x 0 0 u Odr �. r O� f s T _ �nom Z : O o4o"1 <xm N rv-1 0 r,�N�m 1j 11m 1� O�i } o'sm y=N r.r Zom� O omv I 4t— .oC�DANtn T +I �-i0?Kmt=n I•Iyrn ST, �� n~ ;10r OO Z m FI' O O m C N _� O c+ci_z m —1 O ZmD nOO mms>-mcmi O to Oma ��p wom�..� *� O -CI D r- t/1 zmom mi ZOm AZO M 00`� zR yi Z <m LN n y� ozmo X�C� ^•n` I , P �r�� t•1 t-p 1 �' A S . ii Municipality of AnchorageNGINEPii • PAtc L1�� Development Services Department{ 9t t.t A Building Safety Division y,t On -Site Water and Wastewater Program / 4700 South Bragaw SL y R ERT C. COWAN P.O. Box 196650 Anchorage. AK 99SIM650 CE -8801 www.cianchorage ak.us (907) 343.7904 �l ffA • •.. .••••• `�'��i Soils Log - Percolation Test Performed For. S4 C- SA Co rJ Date Performed: Legal Description: LO'r 3 R A V k T/ C R E a r SSD Township, Range, Section: 1 19- 20- COMMENTS T£S� 3A Ni 1 S 1 L -T' W/ Ca4VcL Sons Snrp p CCA)t /.•.FL e"'. •a.e &O.11. "Y URwVI.'.I .Gn ENCOUNTERED? N 0 8 IF YES, AT WHAT DEPTH? L O Depth to Water Attar P Monitoring? WILY E Date: S-41 /o if Reading Date Gross Time Net Time Depth to Water Net Drop R E S mw r 13 0 -751tt r. so 30Al'i y 11n,. .,�.. 40 30 of I IV8 " Go — -7 — �1 30 `I PERCOLATION RATE et /. 1T (nrw401MM) PERC HOLE DIAMETER f_ TEST Rt1N BETWEEN. FT AND_FT PERFORMED BY: $ $ S ENGINEERING ead 264 fr1 l CERTIFY THAT THIS TEST WAS yhP,Ne. PERFORMED IN �,rFA�'jl 11 E;% MUNICIPAL UIDELINES EFFECT ON THIS DATE. DATE: ;F al h 4 BTH CONSTRUCTION, LLC P.O. Box 110358 *Anchorage, AK 99511-0358 Phone/Fax:336-3447 • E-mail: bth@gci.net October 27, 2003 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 RE: Proposed Well and Septic Design Lot 3, Ravencrest Subdivision To Whom It May Concern: The proposed 4 bedroom house will be served by a private well and an on-site septic system. One test hole was excavated on the subject property during the development phase of this subdivision. A copy of this test hole log has been attached for your review. Both the primary and the replacement drainfields have been designed around the 30 foot radius of this test hole. Various test pits have recently been excavated around the lot which confirm the observations recorded on the attached test hole log. Additionally, the soils will be visually classified during construction to ensure that they are consistent with the attached test hole log. We are proposing the installation of a 1,250 gallon septic tank and 2 each, 3 foot wide x 50 foot long drainfield trenches to meet the wastewater disposal requirements of the proposed structure. Comments regarding this design are summarized as follows: Soils See attached soils log which details soil classifications, groundwater observations and percolation rates. Drainfield Design See attached design drawings for drainfield sizing calculations. Surface Waters There are no adjacent surface waters within 100 feet of the proposed well and septic improvements. Topography The lot has a gentle slopes from north to south and the proposed drainfield area is predominantly level. The proposed construction will not alter or impede the lot's natural drainage patterns. Groundwater and Bedrock No groundwater or bedrock were observed at any time during the original test hole excavation or in any subsequent test pits excavated on the lot. am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions or comments on this design, please feel free to contact me at 230-3992. Regards, Brian T. Harten, P.E., BTH Construction, LLC DESIGN CRITERIA: HOUSE SIZE: 4 BEDROOMS SOILS PERCOLATION RATE: 53 MIN ANCH. ABSORPTION AREA - (/ BEDROOMS)(150 CPD/BR TRENCH APPLICATION RATE (GPD/SF) ♦ 150 - 1333 SF TRENCH LENGTH - AREA ASSUME 10' DEEP, 7 EFFECTIVE DEPTH. DEPTH X 2 - 1333 SF FT X2 3' WIDE rr— MT CO - 95.2 LF 1RENCH SAY 100 LF FOR ADDITIONAL CAPACITY. 2 EACH TRENCHES, 50 LF LONG AR /:A F ONITORING TUBE o a Y z a REFER TO SHEET CLEANOUT 2TRENCH/3 FOR ACTUAYOUT.L (TWICAL)� TYPICAL) _ 4 h LA �--- 3 FEET WIDE — AS REO'D — PLAN VIEW - GRADE, MOUND 'REVENT PONDING R SETTLEMENT TO.D 2 I NATIVE BACKFILL 2" 40 PSI DIRECT BURY DAM INSULATION IF EARTHEN LESS THAN 36". SEPTIC ROCK -10.0 DEEP TRENCH WATER APPLICATION RATES U-1 1-5 6-15 16-30 31-60 \ I )60 O J FILTER MATT N/A 1.2 1 - 125 (125) 2 - 250 3- 375 4 - 500 5 - 625 6.6 1 - fee (1118) 2- 375 3 - 563 4- 750 5 - 938 0.6 1 - 250 (250) 2 - 500 3 - 750 4- 1000 5 - 1250 0.45 1 - 333 () 3- 1000 4 - 1333 5 - 1667 N/A 1.0 1 - 150 (150) 2- 300 3 - 450 4 - 600 5- 750 �'��• �F'•q�9s� �1 i �:r�,•.....:•..• ..• .• . .. BRIAN T. HARTEN •;" �' yF NO. 10068—CE vQ (11�\F�.AROFESSIONNV rc� i BTH CONSTRUCT/ON, LLC LOT 3 RAVENCREST SUBDIVISION P.O. BOX 110358 SEPTIC SYSTEM DESIGN CALCULATIONS AND DETAILS ANCHORAGE, ALASKA 99511 / DATE:10/27/03 CRIDS: 2738 3 / PHONE: 336-3447 SCALE: HOR N A SHEET 3 f 3 VER. N/A OWNER: ERIC BACON 1RENCH SOILSMIPERC RATE ( CEO) AR /:A U-1 1-5 6-15 16-30 31-60 \ I )60 O J FILTER MATT N/A 1.2 1 - 125 (125) 2 - 250 3- 375 4 - 500 5 - 625 6.6 1 - fee (1118) 2- 375 3 - 563 4- 750 5 - 938 0.6 1 - 250 (250) 2 - 500 3 - 750 4- 1000 5 - 1250 0.45 1 - 333 () 3- 1000 4 - 1333 5 - 1667 N/A 1.0 1 - 150 (150) 2- 300 3 - 450 4 - 600 5- 750 �'��• �F'•q�9s� �1 i �:r�,•.....:•..• ..• .• . .. BRIAN T. HARTEN •;" �' yF NO. 10068—CE vQ (11�\F�.AROFESSIONNV rc� i BTH CONSTRUCT/ON, LLC LOT 3 RAVENCREST SUBDIVISION P.O. BOX 110358 SEPTIC SYSTEM DESIGN CALCULATIONS AND DETAILS ANCHORAGE, ALASKA 99511 / DATE:10/27/03 CRIDS: 2738 3 / PHONE: 336-3447 SCALE: HOR N A SHEET 3 f 3 VER. N/A OWNER: ERIC BACON Municipality of Anchorage Development Services Department Bulldng Safety Division On -Site Water and WastMter Program 4T00 South Bragaw SL P.O. Box 196650 Mthaage. AK 99519.66% www d andixWe k.us (907) 343-7904 . Soils Log - Percolation Test ��...v.rwn.,,... .-r...m......R ;.ufl.... r.....vn N.y ...a..r.. OF,A q44 � 4918 * fs �, •"„ �• BRIAN T. KAMM i ♦ �'i� . CE -10068 �? o Performed For.DalePerromled: kl2s1gCO& A • � i — r t..', P Legal Description: Lor 74vt , r' : _ • _ can, Township. [IMw Depth o.-5* 4- 5- 6- 7- 8 - 5- 6-7.8 9 10 11 P.a R,ac,'r3"e A LYAK SIA �¢.6,.W SAaD I Cloaa-s6> cel VAL- 5L� w( surf421!✓L•-L YIAS CRMNM YlATE4 ES000HT?P_0T a L IFYES.ATYRWTOEP" O DaplhtoWahr Alter141A, ! btonitoring7 Oala: S 1 n mm M- ttttaft�iilt�� Gross Tune I Net nme V40 6s18 .,t 4.d '1114 i3/I Nr.) r6'3/r6 Net Drop 3/� n 5/16'r F•-cRCMLATIONRATE 5 (rin.4sY.Cq PERC Y.CLE OIXIETER TESTRUN9cTNEEN 5 FT ti"o FT COMMENTSi1h5 �G ?-A•r'E rS S _ _ .,_• 'STI•n/. �i .I T .r_,< O— S.rT '+ -f'+Pr ^ e,•- F.in Sf^Z.ATMi �JLEG.Y •RYc 1C-lG MAt WA< ,.\ •.•�_.r� Y,..__ -�P -t'P-E.�ChI- 5it�•EM l�.�E�-Y •Td •� Nor Ei'/"Kr .vc nC-�C CERTIFY THAT TFiISTEST WAS 4/2s P£RFORtA£O BY: �•-.. l^ "�•(r �E_�� PEP,FOR;,1E0 IN ACCORDANCE PATH ALL STAT£ PND h1U� IIGPAL GUID"CLINES IN EFFECT ON THIS DATE, DATE: BTH CONSTRUCTION, LLC EXCAVATION & ENGINEERING P.O. Box 110358 • Anchorage, AK 99511-0358 Phone/Fax:336-3447 • E-mail. bth@gci.net Single Family On-site Wastewater Disposal System Construction and Material Specifications Subject Property: Lot 3 Ravencrest Subdivision Date: October 28, 2003 General: The scope of the project includes the procurement and installation of a 1,250 gallon, 2 - compartment septic tank at the location depicted on the attached site plan drawings. The scope of work also includes the installation of a new drainfield comprised of 2 trenches, 3 feet wide x 50 feet long with 7 feet of effective septic rock below the distribution piping. The location of the drainfield is shown on the attached site plan drawings. The total depth of the field will be 10.0 feet below existing ground, and the distribution piping will be placed at a minimum of 3.0 feet below the finished surface. All components of the proposed septic system must be constructed a minimum of 100 feet from any surface water or water wells in the area. A minimum of 4 feet of earthen cover is required over the septic tank and a minimum of 3 feet of earthen cover is required over the drainfield. In lieu of the required earthen cover, 2' thick, 40 psi, direct bury board foam may be substituted for an effective 18" depth of earthen cover. 2. Construction shall be in accordance with the approved site plan and design drawings and any special provisions noted on the Municipal well and/or septic permit. All materials, components, workmanship and construction practices shall comply with the Municipality of Anchorage's latest ordinances regarding wells and septic systems, as well as MOA, Development Services Department, On-site Water and Wastewater Program (DSD) policies. 3. The contractor is responsible for obtaining all underground utility locates, layout of the proposed system and verifying and maintaining all required separation distances to lot lines, surface water, wells, steep slopes, etc. 4. The property owner shall be responsible for final grading any depressions formed from settlement of the backfill material. The property owner is also responsible for revegetation of all areas disturbed by septic system installation activities. 5. Contractors installing wastewater disposal systems must be certified to do so by the MOA DSD, On -Site Water and Wastewater Program. Property owners installing their own systems must receive advanced approval from MOA DSD prior to system installation activities. 6. The contractor shall ensure that ALL materials being used are in compliance with the most current guidelines established by the Municipality of Anchorage. Please refer to 'Standards and Specifications for Component Parts and Materials Used in Construction of On -Site Wastewater Disposal Systems", dated December 2000, as provided by MOA DSD, On -Site Water and Wastewater Program. Lot 3 Ravencrest Subdivision Notes and Specifications October 27, 2003 Page 2 of 4 Septic Tank Installation: A new septic tank, of the size specified in the design drawings, shall be procured from a qualified manufacturer/supplier if the existing septic tank is found to be defective. Construction shall include two 4' diameter cleanouts for pumping access. 2. The burial rating of the tank shall be adequate for the actual burial depth encountered. 3. The tank shall be level and sufficiently bedded to prevent settling or shifting of the tank. 4. All standpipes on the tank shall extend a minimum of 12 inches above the final grade. 5. Tanks installed with less than 4 feet of cover shall be insulated. See general note 1. 6. The sewer service line from the house to the tank shall have a minimum slope of 2% unless prior approval is obtained from the engineer. 7. The inlet and outlet lines form the tank shall be bedded in drainrock or the soil shall be adequately compacted to prevent future settlement of the soil. 8. Septic tank inlets, outlets and cleanouts shall be fitted with watertight couplings (Femco, Caulder, or equal.) 9. A clean-out shall be installed 1 to 4 feet from foundation. 10. Post tank clean -outs shall be installed per MOA requirements. Does not apply to pressurized lines. 11. In areas with high groundwater, the septic tank shall be sufficiently anchored to resist buoyant forces when there is not adequate soil cover to resist the uplift force. The contractor shall refer to the engineer for direction regarding this matter. 12. The tank backfill shall be graded sufficiently to ensure positive drainage away from the tank. 13. All holding tanks and lift stations shall have an audible and visible alarm inside the residence being served. 14. All lift stations shall be wired in compliance with all MOA guidelines and the Uniform Electrical Code. A municipal electrical permit and inspections must be obtained in areas where required by the MOA. 15. The contractor shall verify that the septic tank/lift station water well, 150' from any class 'C' well and 200' from separation distances must also be maintained. Drainfield Construction: is a minimum of 100' from any residential any community water wells. Additional The drainfield shall be constructed per the dimensions outlined in the design drawings. If any discrepancies are noted, contact the Engineer immediately for clarification. Lot 3 Ravencrest Subdivision Notes and Specifications October 27, 2003 Page 3 of 4 2. The bottom of all trenches shall be within 2" of level. If the sidewalls or bottom of the excavation become smeared, they must be raked or scarified prior to placement of drainfield filter sand or septic rock. 3. A minimum of 2 feet of accepting soils is required below the drainfield rock for a 5' wide trench. The contractor shall verify this condition prior to placement of the septic rock. All pockets of unacceptable materials shall be removed and replaced. 4. The trench or bed must be a minimum of 5 feet from the test hole excavation. 5. All distribution piping must be installed level with the perforations facing downward, atop a level bed of drainfield rock. Septic rock shall then be placed atop the distribution piping to provide a minimum of 2 inches of cover above the piping. The septic rock shall not be "pyramided" over the top of the pipe, but shall be installed level across the entire width and length of the trench or bed. 6. A silt barrier or geotextile fabric must be placed between the drainfield rock and the native backfill. Installation of rigid board foam DOES NOT eliminate the need for the silt barrier. The silt barrier shall cover the entire drainrock surface. 7. Monitor tubes must be 4" in diameter and installed in the locations depicted on the design drawings. The portion of the monitoring tube below the septic rock must be perforated and the portion above the septic rock shall be solid. The monitoring tube shall extend a minimum of 12" above finished grade. 8. Backfill over the final gravel layer must not be less than 2 feet. Insulation must be installed when the backfill depth is less than 3 feet. 9. Drainfield trench backfill shall be mounded to prevent depressions from forming due to subsequent settlement of the backfill material. Grade areas adjacent to the drainfield to direct surface runoff away from the absorption trench. 10. The contractor shall verify that the drainfield 150' from any class 'C' well and 200' from distances must also be maintained. Material Specifications: is a minimum of 100' from any residential water well, any community water wells. Additional separation The contractor shall ensure that ALL materials being used are in compliance with the most current guidelines established by the Municipality of Anchorage. Please refer to 'Standards and Specifications for Component Parts and Materials Used in Construction of On -Site Wastewater Disposal Systems', dated December 2000, as provided by MOA DSD, On -Site Water and Wastewater Program. This document details the basic standards and specifications for the following septic system components: Septic tanks. Lift Stations. Holding Tanks. Pipe Materials. Insulation. Lot 3 Ravencrest Subdivision Noles and Specifications October 27, 2003 Page 4 of 4 Inspections: A minimum of two inspections are required by the Municipality of Anchorage. These inspections must be conducted under the supervision of a Professional Engineer licensed to practice in the State of Alaska. The first inspection must take place upon completion of the excavation for trenches, beds or pits and before the installation of any filter sand or drainrock. A septic tank may be set in place, but may not be backfilled. A tank may be set in place, but cannot be backfilled. The second inspection must be conducted after the placement of the filter sand, drainrock, monitoring tubes, standpipes, cleanouts, filter fabric and insulation. No backfill should be in place at the time of inspection. 2. The contractor shall provide a legible copy of all field notes relating to system layout and construction to the Engineer for use in preparing the record drawings for the proposed septic system. 3. The contractor shall coordinate all inspections with the Engineer. A minimum of 24 hours notice is required prior to start of construction. If necessary, a pre -construction meeting will be held on-site. Municipality of Anchorage Development Services Department • +� Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: BRIAN HARTEN Legal description: RAVENCREST SUBDIVISION LOT 3 The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. _ ® Additional soils information needed. 1 50. ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. ❑ Topographic information missing or inadequate. ❑ incomplete; missing ❑ Incomplete; missing _ ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. _ ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils information submitted. ❑ Well log required. _ ❑ Omission in narrative. ❑ Insufficient fill over tank or field._ ❑ Other. Name of reviewer: DAN Date: 1/8/ Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water& Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WATER SUPPLY PERMIT Initial Date Issued: Oct 21, 2003 Expiration Date: Oct 20, 2004 Permit Number. SW030451 Parcel ID: 015-232-38 Legal Description: 4?averx mtTbU3` Design Engineer: 0000 None Required Site Address: Unknown Owner Name: Eric and Carol Bacon Lot Size: 52222 SO. FT. Owner Address: 14201 Elmore Road Total Bedrooms: 3 Permit Bedrooms: 3 Anchorage , AK 99516 - This permit is for the construction of: ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: ltg —0/—g Date: /a z d y� Municipality of Anchorage 11 ••. •` if ^� Development Services Department ; — 550 Building BuilCing Safety Division 4 On -Site Water and Wastewater Program 4700 South Bracaw St. P.O. Box 196650 Anchorage, AK 99514-6650 www.ci.anchorage.ak.us - - (?07)343-7904 r )N-Sil E SEWERi vVELL �'ER�tiT A.PP1.iGr;Tivi� FOR A SINGLE FAMILY DWELLING Parcel l.D. Permit Number SNO504S7 DA LL& -y VAC O ✓ - Property owner(s) /1 %� n� `t `Aeo(" Day phone 96 0 -7 G 3 Z Mailing address (1) % /o?D / ?� n 2- 2 Mailing address Leaal description (Lot, Block & Sub'd.) Zip Code Legal description (Section, Township & Range) Lot SizeZ5,;� I7 7-7 Acre/Sq.Ft. Number of Bedrooms S THIS APPLICATION IS FOR: Well Only Sewer Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: ElHot Tub C1Jacuzzi Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. r. (Signature of property owner or athorized agent) Permit Fees: /Sr U— Waiver Fees: Da!e of Payment'. / D i / i /r )3 Date of Payment: P.ece;pt Number: 7 �b�r7 2i_ j J Recedpl Number: (Rei 1Z.CC) I I , SCALE: 1' = 50' -BASIS OF BEARING-, fitn.s �.'S00'01141 "W 164.791(R) `ice „ DO r C*4 3 J Lo rn N -E" rn I O 'i7 co J Lo — ! `\ V' Iv • J ♦ ll) 1 ♦ \ Y J LOT 3 -' 52.222 SF I 1.19 AC -- 45.4' TJ' �' J T ROPOSED hOUsc OT 101.40 re Pix {' C1/ 4ven 51+e � s �'pJ 1 O _Jj 100 6 CCI U / �\ Z >I U LEG END 5/B" RI'OAR 1,rLUS"I VAIN GRADE) RN L6P:) • ,4is L P%'l'I"tSEb ORAINACE PAIII.RN •• h 4•"1 .:r ORAJ(L DRIVE I =1N"SI•CD'IIFLOUN LL.- 1055 I •Ci OSLO OG01 OVLRI/ANOS IS 2'. 1 3) ' IVATIONS DASCD ON NW PROPERTY IL:VAIION OF 10060' I 52.5' I ASI'IAI N I 300'.03"1 6"E -114.1 91 _�F I I� Irll 11 f FO (6I ENI MI v' 1 d -I ;nl 001 i JoX .A CURVE TABLE ARC � CHG11 _- I -CHORD VCRADIUS DELTA L.ENCTH I— BEARING _ iOISTANC.F s �E•.OF AZ ........4 X 111.1 •7Y Cl 1(111 Y THAT I HAVE SURVEYED 1Ht: AND THAT THE LOT / �`:. S� 1' 1 •I:UPfItIY WINCILD AOOVC POUND ON ESTABLISHED AS ♦ :URKLR1 HAVL ULEH / t7 :I I(IY! 117 IIIC 111;.,1 Or MY KNONIEDGE AND �,,,;. ........ ... ........... \I 1.11'1 I. All DPJI.N510NS HAVE ULLN MEASURLD Ild ••t0 CONNCC T. II IS THE RC:'PONSRLLITY OF I' PRIOR TO CONSIRUCIION, TO VERITY / \ �1 T.(�';v J,�„l:.Y.... •�. 1.1 P :!r♦OSLD RUP.DING LOCATION ON LOT, BUILDING •, CORDON T. DRINKER: � Y( G� 4W / '1 U}^, •, NO. 10351 1 •.,• 011 RESIR:C IIDi1S YUIICH DO NOT PLAT. •i'`O •,.''�5� ll •1'I.J•!! O!. 11!r. R=C7.(UZG S:1L';':'••SION — ! `\ V' Iv • J ♦ ll) 1 ♦ \ Y J LOT 3 -' 52.222 SF I 1.19 AC -- 45.4' TJ' �' J T ROPOSED hOUsc OT 101.40 re Pix {' C1/ 4ven 51+e � s �'pJ 1 O _Jj 100 6 CCI U / �\ Z >I U LEG END 5/B" RI'OAR 1,rLUS"I VAIN GRADE) RN L6P:) • ,4is L P%'l'I"tSEb ORAINACE PAIII.RN •• h 4•"1 .:r ORAJ(L DRIVE I =1N"SI•CD'IIFLOUN LL.- 1055 I •Ci OSLO OG01 OVLRI/ANOS IS 2'. 1 3) ' IVATIONS DASCD ON NW PROPERTY IL:VAIION OF 10060' I 52.5' I ASI'IAI N I 300'.03"1 6"E -114.1 91 _�F I I� Irll 11 f FO (6I ENI MI v' 1 d -I ;nl 001 i JoX .A CURVE TABLE ARC � CHG11 _- I -CHORD VCRADIUS DELTA L.ENCTH I— BEARING _ iOISTANC.F s �E•.OF AZ ........4 X 111.1 •7Y Cl 1(111 Y THAT I HAVE SURVEYED 1Ht: AND THAT THE LOT / �`:. S� 1' 1 •I:UPfItIY WINCILD AOOVC POUND ON ESTABLISHED AS / C/ T '9 L49— •, •.} :URKLR1 HAVL ULEH / t7 :I I(IY! 117 IIIC 111;.,1 Or MY KNONIEDGE AND �,,,;. ........ ... ........... \I 1.11'1 I. All DPJI.N510NS HAVE ULLN MEASURLD Ild ••t0 CONNCC T. II IS THE RC:'PONSRLLITY OF I' PRIOR TO CONSIRUCIION, TO VERITY / \ �1 T.(�';v J,�„l:.Y.... •�. 1.1 P :!r♦OSLD RUP.DING LOCATION ON LOT, BUILDING •, CORDON T. DRINKER: � 71 Att•'.:1N!i. GRADE ANO UTILITY CONNECTIONS AND G� 4W / '1 U}^, •, NO. 10351 (I UI "!I+MINE NIr FK"SIENCE Or ANY EASEMENTS. •.,• 011 RESIR:C IIDi1S YUIICH DO NOT PLAT. •i'`O •,.''�5� ll •1'I.J•!! O!. 11!r. R=C7.(UZG S:1L';':'••SION DATC or SUR%tY: 7-14-03 �••�� LOT 3 RAVENCREST SUBDIVISION PLOT PLAN PREPARED FOR; -_— ERIC BACON, ASCD PARTNERSHIP 6030 WEST TREE DRIVE ANCHORAGE. AK 9951G BY: F. ROBERT DELL & a550Glnr[S 801 YL FIREWEED LANE ANCHORAGE. ALASKA 99503 DON BY. GT13 OAR' 9/1b/03 ORK BY. FRI3 SCALE' 1"-=50' 7.00:;--4;;G /j MUNICIPALITY OF ANCHORAGE Building Safety Division DATE: October 21, 2003 MEMORANDUM TO: Ravencrest Subdivision Lot 3 FROM: Dan Rot Engineer 11, On -Site Water Wastewater Program SUBJ: Well Permit After discussions with the On -Site Water & Wastewater Program manager, Jim Cross, PE, I have been directed to issue a well permit prior to this office receiving an application of a design for construction of an on- site wastewater disposal system for the subject lot. BTH CONSTRUCTION, LLC P.O. Box 110358 • Anchorage, AK 99511-0358 Phone/Fax:336-3447 • E-mail: bth@gct.net September 16, 2003 Mr. Jim Cross, P.E. and Staff Municipality of Anchorage On -Site Water and Wastewater Services 4700 South Bragaw Street Anchorage, AK 99507 RE: Lot 3 Ravencrest Subdivision Gentlemen, I have been retained by Mr. Eric Bacon of A&B Partnership to design and construct an on-site wastewater system for the above referenced property. AN Partnership is the developer of Ravencrest Subdivision, which, at the writing of this letter, is complete and awaiting recording of the subdivision plat. 1 understand Mr. Bacon is submitting for a building permit on the above referenced property and would like to start work on this project as soon as possible. The design for the proposed septic system is underway, but is not yet ready for your review. I respectfully request that your department approve his request for a building permit with the knowledge and assurance that a design submittal will follow shortly. As the design engineer for Ravencrest. Subdivision, I have performed the site evaluation for this development, prepared soils logs and percolation test reports, and found no evidence that would prevent the installation of an on-site water and wastewater system on any of the lots within this development. I would appreciate it if you would let the Building Safety staff review Mr. Bacon's building permit to allow at a minimum, a 'footings and foundation* permit to be issued so that we can begin excavation activities (driveway and foundation only). The soils logs and site information on the subject lot was submitted to your department during the subdivision approval process and should be on file. I am planning the design around the existing testhole and will try to utilize the primary and reserve areas as previously delineated during the subdivision process. Should we have to relocate the septic system (due to house location, sizing, etc.), we will perform additional testholes and percolation tests as required. If you have any questions, comments or require additional information, please feel free to contact me at 230-3992. ��a�aoopp8 Regards, Brian T. Harten, P.E., BTH Construction, LLC •A4 _bt Y . 49D ORIAN T. HARTEN W p CE -10068 t�2`ro alases�a� �' r I�co 8 st 0 M o O 0 m O L M,£O.ON .0'041 a W 00 o. N o LO J I®lH II� Lo a �W L_ J U Z v N 0 WN I Q I 0)M �80 oN 0 �' _lL �C I 3,£O.OS ,0'041 GVO�J HO�JIS — — — — — — — — — — — — — — — v N II I zDI of Municipality of Anchorage Development Services Department euri tg Sar* D ywort Onsite Water std Wastewater Program 4700 SmM Blagaw SL P.O. Box 1966W Mdwrage. AK 9951"'A Www d anrherave ak us (907)141T904 . Soils Log - Percolation Test Performed For. M -g Q e2wowC&h o Date,Performed: Legal Description: Lpr Z4 Ic��TownsNP' Depth .� .. �-rFtTtea /OtG.4rtacis O.S 6- 7- 8- 9- 10-' 1 1 - 12- 13- 14- P.,-Ic44r19ceuoA LOAM SN 3sow.1'Sa.ID ' Ctoa.¢sE� &-k ( VAL- SLL,r LJI sates -f Dart � A -C, rog.S t., WAS GROUND WATER ENCOUNTERED? tJ0 a IFYES.ATWNATDEPTRi L 0 Depth to Water After p Monitoring? eAA' E Data:S i Q3 PERCOIATIONRATE $�.3 �6-�) r:m,rxne uuwaru� y TESTRUN8TwEEN,9.S FT .4,40S. D FT COMMENTS �� ?+-t-F- IS S - _ ,t . _ • �¢, TR 'ti �SPrTF v,..ef=d� 77•n/. -rug '[rEEp -r¢E-atCe:- 9it.Er.n u.tEc-Y TD -KjE Nor crrcc�-r�rvc�.,,�n� /c c - PERFORMED BY: +� t E _ t nl R� CERTIFY TF'A7TcISTEST NlAS PERFORMED IN ACCORDANCE WITH A! L STATE A\D l.1Ut0GPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: I I I I SCALE' 1" = 50' I -BASS OF BEAR:NIG ( /' --, „ ' I I I ,n.z2 010.5 �' S00'01 41 1"/ 164.79'(R)-- I,� _ I ( •I 1 ( r r( I •♦ v 1 \\ IN I ♦ ( I ♦ Of I �. . LOT 3 -' 52,222 SF ,? 1.19 AC 45.4' — ,I 5O• F'ROy Jc Po /:_.o TMip�STSEO � I 52.5' —T•' S, I. i� X60.1 tib I ISI 1 C, O I n \C) of ��•p ' .- I �I �I (P Do! I I I f I I N 21� WI U C� " LE(_i_PC) V.11H URADE) .0 (g,j;. P.$'•'L'SCD DRAINACE PATII:"N . 1201iO6(:f. f,RA'VEL DRIVE I dSli>(15E.0='IN,sHEo FLOOR EL.- 105.:1 I'?OpOSED PGOF OVERHANGS IS 2'. S) (L1. VA;:ONS OASED CN NW PROPERTY I:LEVATICN OF 100.60' CU^VE EAGLE_ nitc cHDRD I cHORD RAOWS DELTA _j (.E�CTH I BF.ARWC _'01STANC LOT 3 RAVENCREST SUBDIVISION PLOT PLAIN PREPARED FOR: ERIC BACON, A&B PARTNERSHIP _ \\ 6030 WEST TREE DRIVE r �� OF•,A�q\\� ANCHORASE. AK 99516 1I.HFBY C(R!IFY MAT I HAVE SURVEYED THE 'uoPFRIY DFPICTED ABOVE AND THAT IHC LOT �P.•' I/, (�� I,I �•. TH 9 •'•. COUSO OR ESTABLISHED AS *: 49- 70RNERti HAVE BEEN it li lY: 10 111C BEST OF MY K!JONlEDGE ANO �.................: ...... \Iti III :S, ALL OWINSIONS HAVE BEEN MEASURED IT IS THE RCSPONSiDILIIY OF � 1 I I � 11.1117 A: COR1<EU1. !111. C'a 11 R, PRIOR TO CGNSTRUCI!ON, TC VERIFY BUILDING 1 •1 � \Li^�. •:(w1, �,i.Y' o- DIF P'?OF-OS£D BUILDi`:G LOCATION ON HOT, AND � •, CGRDON T. BINK ' 61 G(tADE AND UTILITY CONNECTIONS IG OI TTI%1.:IA£ THE EXISIENCC OF ANY EASEMENTS, N0 ,•'S,Q.� 'I ��P •, . y l•h.\•+_IS', OR R[STa'G!IOHS VMICIt DO NOT PLAT. 00 •.,,,,,, I 9 •••' \� r .... 1 0,; a •FLAK Or. D!F. REC9aG,'.0 SUBO:'.'SION \,V- pSS10(1E\ \,V- DAi� OF SURbtY: 7-14-03 \ \�� - F. R09ERT BELL & ASSOCIATES BO1 W. FIRMED LANE ANCHORACE. ALASKA 99503 t, /0nn DYN BY. GTB 'AI`: 9/15 eHe BY: FFR 2738 2738 _ SCA!E'