The URL can be used to link to this page

Home My WebLink AboutCRESTWOOD LT 5 I2/2/i9 6011 J.,c,pAL,„ MUNICIPALITY OF ANCHORAGE gent �. On-Site Water&Wastewater Program ____________PO Box 196650 4700 Elmore Road ' ` ' - Anchorage,Alaska 99519-6650 Plione:(907)343-7904 Fax:(907)343-7997 ,.. 3 l «a http://www.muni.orglonsite �;' epartment 4NCHORpVO On-Site Wastewater Disposal System Permit Permit Number: OSP191517 Effective Date: 11/22/2019 Work Type: Septic Renewal Expiration Date: 11/21/2020 Tax Code Number: 01536113000 Site Legal Address: CRESTWOOD LT 5 G:2438 Site Mailing Address: 5951 BARRY AVE, Anchorage Owner: BIEGEL GLEN M & CHRISTINA M Lot Size in Sq Ft: 45600 Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING Total Bedrooms: 1 This permit is for the construction of: ciz( Disposal Field 4iii Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: At time of construction, septic tank size shall be confirmed. If it is not at least 2,500 gallons, a new tank will be required for 9-bedroom system approval. Received By: liiit-- Date: t( f ZZ I ( L Issued By: -ri Ou / / Date: 02--fri. MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section - Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. (21 s-gift Property owner(s) t ci't 4c sem.( r ,// //44 Day phone 's Mailing address q�( wig v 1 ;Le_ .A4 Site address Legal description (Sub'd., Block & Lot) C v sew d 4, Lo Legal description (Township, Range & Section) Lot Size OS (y 0D Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field , Initial ❑ Single Family (SF) ❑ (w/wo ADU) Septic Tank ❑ Upgrade [� Duplex (D) ❑ Holding Tank ❑ Renewal _ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signatur&of property owner or authorized agent) Permit/Rush Fees: X32, Waiver Fees: Date of Payment: ��Z � Date of Payment: Receipt Number: Receipt Number: Permit No. OS PI cl1 S 17 Waiver No. G:1Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc fi 1* Nov. 21,2019 US Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage,Alaska 99519-6650 Fax 249-7847 Re: New Septic Permit(Permit renewal) Legal: CRESTWOOD LT 5 To Whom it may concern: This is a request for a renewal septic permit on the above referenced lot. Nothing has changed from the original permit and was not installed due to time availability. Approval of this permit will not impact any of the neighboring wells or septic systems. Please call me if you have any questions. Sincerely`vi,V4-__ Michael N. Anderson,P.E. 6 7 8 g 4661 Natrona u o Anch,Ak 99516 ti RIR j' Ph 727-8864 -o NOV 2 2 2049 a 8L9 Q11"- 34el-f3 0.5101917?- I/lag//9 ✓ .33,2-.' 1111111=5,- 0,0PAL.1!."o,. MUNICIPALITY OF ANCHORAGE fient On-Site Water&Wastewater Program A lb: PO Box 196650 4700 Elmore Road . Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997A ar http:Ilwww.muni.org/onsite y _ 1)clurtntcnt 4NH OcRAG' On-Site Wastewater Disposal System Permit Permit Number: OSP181300 Effective Date: 10/8/2018 Work Type: Septic Upgrade Expiration Date: 10/8/2019 Tax Code Number: 01536113000 Site Legal Address: CRESTWOOD LT 5 G:2438 Site Mailing Address: 5951 BARRY AVE, Anchorage Owner: BIEGEL GLEN M & CHRISTINA M Lot Size in Sq Ft: 45600 Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING Total Bedrooms: 9 This permit is for the construction of: 0 Disposal Field 0 Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: At time of construction, septic tank size shall be confirmed. If it is not at least 2,500 gallons, a new tank will be required for 9-bedroom system approval. Received By: Date: 0 / I . Issued By: igitA ruc,'zit_e_(/ Date: /0 8 -2O iS • MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 015-361-13 Property owner(s) Glenn Begal Day phone Mailing address 5951 BARRY AVE, Anch Ak Site address same Legal description (Sub'd., Block & Lot) CRESTWOOD LT 5 Legal description (Township, Range & Section) Lot Size 45,600 Sq. Ft. Number of Bedrooms 9 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field 0 Initial ❑ Single Family (SF) E (w/wo ADU) Septic Tank ❑ Upgrade Duplex (D) ❑ Holding Tank ❑ Renewal ❑ 6 ,u'1p e-Qwellings 111Privy ❑ �'b • (SFana/cir D) Private Well ❑ ��a Water Storage ❑ AUG 9 ZU1g a � THIS APPLICATION INCLUDES A WAIVER REQUEST F. -. o`� L 9 5 stance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. /4 (Signature of property owner or authorized agent) Permit/Rush Fees: 5(e9 O Waiver Fees: Date of Payment: 5'13x111 Date of Payment: Receipt Number: 0.9-9416/ Receipt Number: Permit No. 031 11)ao0 Waiver No. G:1Development Services\Building SafetylOn Site Water and Wastewater\Forms\Client Forms\Permit Application.doc h Aug 25,2018 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: New Septic Permit Legal: CRESTWOOD LT 5 To Whom it may concern: This is a request for a new septic permit on the above referenced lot. A test holes were excavated and found SP poorly graded sands and gravels with no water during the excavation or after the 7 day monitoring period. The septic tank was replaced in 1992 and will be inspected during the installation of the trench. The perc rate was 2 minutes per inch therefore the design consists of 8 feet of effective depth for 70 feet. All of the lots on the north side are served by community water. No cut banks or slopes exist due to the flat area (less than 3 percent)where the new proposed trench will be located. Approval of this permit will not impact any of the neighboring wells or septic systems. Please call me if you have any questions. SincerelymA Michael N. Anderson, P.E. 4661 Natrona Anch, Ak 99516 Ph 727-8864 DESIGN CRITERIA: I MOUND OVER (TH#1) o -- GRADE 9 BDRM X 150 = 1350 GPD1II ORG I SOILS = 1350/1.2 = 1125 GPD '0 FILTER FABRIC 1125 GA/16 = 70' SP _4 0 �� 4"0 PIPE SEWER ROCK (1) TRENCH 12.0' DEEP 8.0' EFFECTIVE 12.0 2.0'WIDE ( 2 0 70' LONG 20 SEPTIC FIELD SECTION I I I 1 II III i II I- = _ - - - - - - - - - _I j_ - - - - II I I I_ I^ I III I I _ _ -YUKON ROAD- - - 1 - - - - - - - - - - -- - - --J I I II AREA SERVED BY PUBLIC WATER III l I I L _ _ _IL - - - - - - - - �L - - - JL_ - - -L t- I 1 I 7 I PROPOSED — — — —1 Lir-',_ '1„---- DRAINAGE FIELD ^ i ' 1 Y PROPERTY LINE i if � _ `iA I I EXISTING HOUSE .k oa ,--max/ i • 0 I \ \ o ' 'Ct �� 1_4_ — U _ _ - 1_ - _ \ _ �I-BARRY AVENUE- _ _ _ _ _� / \ / i 4 \ .. I I I w 0 I r—� IQ I J ,Th__ cc _J I II 1 1 III I I Septic Design Prepored for _:0 �suali\• ... � OF"•q4 1, •GLEN & CHRISTINA BIEGEL • : . ... .........S-•• • CRESTWOOD LOT 5 v /\49TH ' * v tj Anchorage, Alaska IA • Michael N. Anderson, P.E. MICHVEEL N.o. 90 E9RSONi E DATE: 8/15/2018 �' y 4601 NATRONA AVE DRAWN: DJR •••��% .4' " '''' • ANCHORAGE,ALASKA 99516 • �� (907) 727-8864/FAX: (907) 345-1391 SCALE: 1"=200' ••• ss*** • 1 HERITAGE HEIGHTS F 1 LOT 4 J L S_, 10'UTILITY EASEMENT _J ?" [— / CRESTWOOD CRESTWOOD \ CRESTWOOD LOT 6 i LOT 5 LOT 4 4;7019 PROPERTY LINE—\ SECONDARY Ile,' 12 SYSTEM—\\ w 2 ) w rico 7rco n 1 _,._ a L.LI - r-,, >- I MT \ =, i \ i= i I D I I o 1 • 1 - , / PROPERTY LINE , // ‘ / • / i/ I / • / ./ \ I I / LJ---0 CO I I 1 1 , ‘ / I EXISTING WELL ' ° eee 00 , 100'RADIUS ‘, /-EXISTING WELL ril VAVE ...._..- -- 100'RADIUS • ......_...... .__...- / - -- -- --- ---. I EXISTING 2500 / - ,---- ,1 , .. • GALLON •-,,I , SEPTIC TANK is• /",__, , \ 'r ,'? c,' k•O 7,-.A--,: ' . • I / , • i \x' • . • . / C/7 ir- 1 , / i '. i• \ ' \ / I / 14 ri., i • ../... .\ // ' \ \ EXISTING I \ EXISTING \ SEPTIC TANK I \ \ • / 1 \ 1 1 1 I 1 1 I S I I - 1 e ! 1 1 1 - • '; •si 1‘,,i, , WELL ' i i 1 / s .WELL 1 ,' ' li I WEIL L ---\ -I/ _ . 0 I ;• .., :,.- - I I / 1 1 1 / / \ 1 / \ -BARRY AVENUE i / \ - -\- - - - \-- — - - -- -\— \ •i \ / - / \ . / / \ \ . _. / / . N , -. I V-- . . i ,CRESTWOOD ,, • ----- s'-- /7 LOT 12 '1, ,,ck ,,'":' • • , / • >. ....- z...- 1 ------ Septic Design Prepared for 40,s1011i IR ii I_ GLEN & CHRISTINA BIEGEL 44. ,_ OF 44'44 ,*, ....... 4,th 4,--V;.•••... ........,0,4_7.4 4:C-)...** 1.- ....•!.1-.• • CRESTWOOD LOT 5 .a 4 i a 49Th /4k % * • ... Anchorage, Alaska •• : 1 • • • • t /114(. .• Michael N. Anderson, P.E. DATE: 8/15/2018P\E.:..•MICHAEL N. ANDERSON1: 4601 NATRONA AVE DRAWN: DJ R °-•• • •••f dii pi/e<••'..%•4 ANCHORAGE,ALASKA ALASKA 99516 ,_•• ..... ••_\b•• , (907) 727-8864/FAX: (907) 345-1391 SCALE: 1"=50' 444i l'IN OF E SS\U''''4•4- '411 mks••••• • Municipality of Anchorage ` NEER• s1 r� �-'gf Development Services Department �� '� ,c,/„y �>�{ '•� On-Site Water and Wastewater Section / �• ,�1 T 8 '. " '! 4700 Elmore St. I P.O.Box 196650 Anchorage.AK 99519-6650..• !;."*.e). P.O. www.muni.org/onsite �" .nkt � •▪ MICHAEL N. ANDERSON .t. (907)343-7904 �" 7q- ' 9• 2 /�•Soils Log - Percolation Test ��` S • �`� — Performed For: l7l 1.4 17 T es//I Date Performed: ViLi Legal Description: C y e yI,ka>04., L of- /_ ,---- Township, Range,Section: C TI J _ Depth Sore Site Plan ��ll (Feet) 0tr90•1tz47 1-..______J 2- 3- 4, Z� 4/ 7e. c... p( d � 4- 5- 6- 1 c� a a G 7- 10‘../ 9 ( 8- WAS GROUND WATER 9- 7 P ENCOUNTERED' ^)o 10- IF YES,AT WHAT DEPTH? t LAV Depth to Water After 11- 9 YV Vl Monitoring? 12- (, b tyr r 5, Dale 7/204 11 13- 14- Reading Date Gross Time Net Time Depth to Water Net Drop 15- 7)l 7)/17 /aw/e, (oN Sit 16 u // 51/ 17- /' am-q 18- V1/ 5// 19- 20- PERCOLATION RATE --e- w nutes:incnl PERC HOLE DIAMETER (y a TEST RUN BETWEEN '( FT AND 7 FT COMMENTS PERFORMED BY: /`a lgAt I CERTIFY THAT THIS TEST NAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Z / ~. Municipality of Anchorage Page I of_,?.._ · DEPARTMENT OF HEALTH 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 Permit Number: ~t~' C/IO i(~_~ PIDNumber: OJS'-- '~& Name: ¢'~~ ]E ~; ~ ~ Wastewater System: D New ~ Upgrade Address: ~ ~ 1 ~~ ~ ABSORPTION FIELD Phone: ~ No. of Bedrooms: I ~ D D~pTrench ~ Shallow Trench ~ Bed ~ Mound ~ Other LEGAL DESCRIPTION so,, Rating: Total Depth from original grade: GPD/Sq. Ft. Lot: ~ Bl~k; S~bdivision: ~ ~pth to pi~ ~om from original grade: Gravel depth beneath pipe Township:,I Range: ~ ")2 I S~tion: J Fill added above original grade: Grovel length: t ~ ~I ~ Ft. Ft. WELL: ~ New ~ U pg rede ~ra~e~ depth: Number of lines: Oisance ~n lin~: Ft. ' Ft. Clarification (Private. A.B,C): Total Depth: Cased To: Total absorption area: Pipe material: Ft. Ft. SQ. Ft. Driller: Date Drilled: Static Water Le.l:F,. Installer~ ~ D'to'n't~7; ~l~J Yield: GPM I Pump Set at: Ft. I~,n~ Height A~ Gr~:Ft. TANK i i SEPARATION DISTANCES ~Septic ~ Holding ~ S.T.E.P. To ~ptic A~orption Lift Holding Public/Private Manufacturer: ... ~ Capacity in gallons: From Tank Field Station Tank ~wer Lines ~.~ 1~ Well J ~ ~ Material: ~ ~ Number of Compa~ments:~ SuHace Water ~/~ LIFT STATION LineL°t ~ ~ Size in gallons: I Manufacturer: I Foundation ~ "Pump °n" level at: I "Pump °"" level at: I H'gh water alarm at: Cu~ain Drain ~/~ ~mP Make & M~el I Electr'cal Inspecti°ns Ped°~ed bY: Remarks: BENCH MARK T~ ~ ~ ~ Location and Description: ~.~. a 0 I ~ Assumed Elevation: ~ Inspections pedormed by: DateS:2nd*/~'-1 ~t'~~.. f,~ ..... ,;:~ ~,~~~. Reviewed and approved by: to: :: '.'" ~'-~'~ ~ 72-013 (1/91) MOA 25 £A ££ Y A V£NU£ SCALD 1" -- I00 Fl', TDB~EN SPURKLAND P,E. LBF ~ C~$r~B XUB2 SEPTm SYSTE. ~S*U~LT 675t W. 9IMDN3 BLV~, ~1( ~ DATE, ~Jy ~ l~ ~qn,~ANCH'~a~-~nq~AK' 9950~-3904 ~~ SHEET, ~/~ GR[9, ~438 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SWg10165 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:BIEGEL PETER E OWNER ADDRESS:5951 BARRY AVE ANCHORAGE, ALASKA 99516 DATE ISSUED: 6/20/91 EXPIRATION DATE: 6/20/92 PARCEL ID: 01536113 LEGAL DESCRIPTION: CRESTWOOD LT 5 LOT SIZE: 45600 (SQ. FT.) NUMBER OF BEDROOMS: 7 THIS PERMIT: 7 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM 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 FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: CONSTRUCTION SHALL NOT BEGIN UNTIL THE PROPOSED LIFT STATION HAS RECEIVED APPROVAL FROM THIS OFFICE OR AN APPROVED LIFT STATION HAS BEEN SUBSTITUTED WITH THE PROPOSED UNAPPROVED LIFT STATION. DATE: -1"* .. [~,F'~JF~}~ L.F-~N~} FTM ., E., &75~ #. D]I'H]ND BLVD. ANCHORAGE, ~LASKA 79502-3904 (907) 2q8-5095 LOT SEPTIC SYSTEM DESIGN 5 CRESTIdOOD SUBD . PETER BIEGEL No Ground Water or Imper"vious Layer to J. 6 ~t. Use Pressur:ized Bed Soil Rating. From test May 24~ 1991 20 min/in = .4 gal/rain Required Area per" Bedroom: 150/.4 = 3'75 sq.¥t.. Foundation Clean Out Elevation Ground SurYace at Absorption Field Sand at 5 ~eet Number r..)-~ Bedrooms 7 Bed Area 7 x 375 = 2625 Yt.sq. based on silty mater i al Bed area ~or clean sand: !50;.,'7/.8= 1312 ~t.sq. Reduce ~rea i¥ substantial sand is .Found SYSTEI"I CONF ! 6URAT ! ON BED TOTAL LENBTH 65 FT. TOTAL MIDTH 40 FT. TOTAL DEPTH 5--8 FT. ROCK DEPTH . 5 FT. COVER 5-8 ET. SEPTIC TANK 2000 GAL. ABANDDN EXISTING SYSTEM PUMP AND CRUSH EXISTING TANK Septic System Design L..o't 5 Cr"estwood Subd. pg. 1 The installation o.F this septic system will not impact adjacent lots. The inst. allatir..~n of this septic system will not · from be installed on the adjacent lots. prevent ~el i s There are no developed or- natural surface / sub surface drainage courses on this or the adjacent lots. The proposed sept:Lc system will not change the general slope of the area. Ponding and/or concentration o~ surface runo~ will not result ~rom this installati(~n. Septic System Design L. ot 5 Crestwood SLtbd. pg. 2 YUKON L#T 3 L~T ~ ~;TY V~TE~ ~YSTE, VACANT R~TA D LOT 5 ,..rC~£,, 1'" = tt.,'O' 6751 ~, BIMDND I~LV~. ANCH. AK, 99502-3904 ~;~ -- ,........~../.'.'.'.'.'.'.'.'.'.'.'.'~ / t.'.'.'.'...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.X ~, ~ ~" : II ' ' ' I I ....... I ?OBBEN SPURKI_AND P,E, L~T ~ ~7~~ ,~]~, :~EPT~ SYSTEH KSIGN ANCH, AK, 'B950~-3904 ~F~ 2~ ~EED ~/4 6RID, ~ TEE INT£ 40 -- CAmP tILL ~I¢D$' ~~ ~ ~' ~EPT]C ~YSTEM DESl~ TOBBEN ~PURKL.~N~ P,E, AN~, AK, ~950~.-3904 [ PETER BIE~L ~.EET, 3/4 GRZ~ 2438 £~ZN CAP TYPI£AL //'---- Pb¢~ ~CCE$S ~¢ Fll, ~ C~VE~ LZV~ TAC~K ~~~~-. =- , t~ · S WI T~S ?0OQ GAL., SEP TIC TgNK WTTH PU~P COMP3R TMENT ~ER T~ ~ ~ ELECT~ SYSTE~ T B~ ~EN SPURKLAND P,E, L ~[ .~ L.~.~ TW~Z SEP'FIC XYSTEM ANCH, AK, '~9502-3904 , P~E~ BIEE~L S~, 4/~ GRI~4~ PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST (ENGINEER'S SEAL) DA,E PE.FI,RMED: LEGAL DESCRIPTION: LO ;' 5- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O · N ~C.-~ $ t L-.'T" 1~ o'rTol~ o ~- C..I~-. ~ E~' ~0-~ ~ Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? ~) SITE PLAN S L IF YES, AT WHAT O DEPTH? p E Monitering? . , Date: . Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE __ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN __ FT AND __ FT COMMENTS PERFORMED BY: '~. '"~ I ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 (Rev. 4/85) CERTIFY~AT THIS TEST WAS PERFORMED IN PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS 'TH Municipalily of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST Township, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT 0 DEPTH? p Depth to Water AJt~tr Menitoring? V' r_. ~, Date: E Reading Date Gross Net Depth to' Net Time Time Water Drop PERCOLATION RATE __ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN __ FT AND __ FT PERFORMED BY: "~' "-~ I ~'~ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN Municipality o! Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: ~-~ LEGAL DESCRIPTION: LOT 'o ~H 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 WAS GROUND WATER N ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? p E Depth te Water After Menitoring? ~ Date: PERFORME' DATE ~ Township, Range, Section: g~C l ~t TI~M~ SLOPE SITE PLAN 20 Reading Date Gross Net Depth to Net Time Time Water Drop -~'-W /2--~-7 -'~ -- 1"l' '~,~ -o -- ~1~ /,~o ~.~ ~ /o'1~ ~/~ F/~ /~ PERCOLATION RATE TEST RUN BETWEEN (minutes/inch) PERC HOLE DIAMETER COMMENTS PERFORMED BY: "~' ~'-~ I ~'~ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: ~ ~,/~ql &?51W. DIMDND BLVD. ANCHDRABE, ALASKA 99502-3~04 SPECIFICATIONS FOR SEPTIC SYSTEM INSTALLATION LOT 5 CRESTWOOD SEC 14 T12N RSW 1.0 GENERAL 1.1 Owner is Peter Biegel, 5951 Alaska, 99516. Phone 346--2212. Barry Ave. Anchorage 1.2 Engineer is the person or entity hired by the Owner to inspect this project. The Engineer must be recognized by the Municipality of Anchorage, Department of Health and Human Services. 1.5 Contractor is the person or' entity hired by the Owner to install this project. The Contractor m~tst be recognized by the Municipality of Anchorage, Department of Health and Human Serv:Lces. 1.4 The Drawings, sheets 1 through 4, shall be part of this speci f ication. 1.5 All materials and workmanship shall meet the require- ments of the Municipality of Anchorage, Department of Health and Human Services, the conditions of the permit, and all applicable rules and regulations currently in effect. 1.6 All excavation depths are advisory, and are to be verified and may be modified in the field by the Engineer. 1.7 It is the responsibility of the Owner or the Contractor to adhere to the approved design, to verify that the speci- fied separation distances are met, and that the required inspections are performed. 1.8 The Con,Factor or the Owner shall report to the Engi- neer any observed condition which would put the septic system in violation o~ State or Municipal regulations. 2.0 SEPTIC TANK 2.1 The septic tank shall be as sh~)wn in the drawings and built by Greet Tank The septic tank shall be a UPC-approved three compartment tank, constructed of 12 gauge, or better, steel, with bitu mastic coating. The tank shall be set level on undisturbed soil.The tank. shall be covered with the equivalent of four feet of soil. Specificat. ions ~or septic system instal lat. ion Lot 5 Crestwood P cl. ~t. ~-...~"-' ".' The septic tank shall be installed a minimum of five ~eet fr(.~m the house f~undation and a minimum of five feet ~rom the absorption area. 2.3 The septic tank shall be a minimum o¥ 100 feet ~rom any well ser'ving a single residence; 100 feet from any body of water', creeks or drainage ditches with flowing water; 150 feet from Class "C" wells~ and 20() feet ~rom (]lass A or Class B wells. 2.4 All pipe connections to the tank shall be mechanical watertight calder couplings. Cleanouts shall be installed as designated and capped with air-tight rain caps. Clean- ¢)uts shall extend a minimum of 12 inches above final ground elevation. F'rovisions shall be made ~or' landscaping and importation i~ topsoil. 3.0 ABSORPTION FIELD 3.1 Gravel used in the absorption field shall be ~l).5 to 2.5 inch screened rock, wi th less than 3% passing the No. 200 si eve. 3.2 Sand, used ~or' leveling or for ~iltering, shall have an effective grain size between No. 40 sieve and No. 18 sieve. Uniformity coefficient shall be less than 4. Not more than 5% by weight shall pass the Nc~. 200 sieve. 3.3 4-inch per~orated pipe shall be ASTM F810. For pres- sure distribution~ pipe shall be Schedule 40 PVC or ABS. 3.4 Sol:id 4-inr.::h pipe shall be Cast Iron or ASTM D3034. 3.5 Monitor standpipes shall be installed as shown. ]"hat section o~ the pipe penetrating the gravel shall be perfo- rated~ either- by drilling 0.5" holes on 6-inch centers or by joining a secti~.~n (:)'~ F810 perforated pile to a solid section of pipe. 3.6 Geot. e;-,'tile shall be Mirafi 140. 3.7 Insulation shall be e:.,'truded clirect burial polystyrene. Dow Chemical Styrofoam HI 40. 3.8 Topsoil shall be a mixture of 40-60% 20-30% sand and more that 20% silt. All measured by volume. 3.'9 Grass seed shall be Kentucky bluegrass. organic matter, quantities are 4.0 INSTALLATION Specifications for septic system :i. nstallation Lot 5 Crestwood 4. 1 Locate all underground utilities, property lines, future driveways, existing or proposed water' wells, water ways~ surface and sub surface drainage facilities, lakes, ponds~ and all other facilities requiring separation dis- tances from the proposed septic system. Notify O~ner or Enginmer of any observed possible conflict. 4.2 Stake alignment of system with markers showing the protective distances from wells and water bodies. 4.3 Establish an elevation benchmark. This BM easily identifiable~ stable and permanent. An elevation of 100 can be assigned. shal I be arbitrary 4.4 Install 'the tank as shown on the drawings. Record the inlet and outlet elevations of the tank. Tank shall be placed on undisturbed native soil. 4..5 Excavate the absorption field. Bottom of excavation shall be level and scarified. If sidewalls smears., they shall also be scarified. Record elevation of each corner and center point° of bed. Construction equipment shall not oper- ate on the floor of the excavation. Any material compacted by the operation of the construction equipment shall removed and replaced with uncompacted materials. 4.6 Place the rock to the depth specified. Do not contami- nate rock with native materials or spoils from the excava- tion. Level the rock surface (+- 1") before installing the perforated pipe. 4.7 Install the distribution pipe. Record the elevation of each joint. For pressure system solvent weld the joints. 4.8 Cover the distribution pipe with rock, and cover the excavation with geotexti le before backf i 11 lng. Plate a minimum of 6 inches of excess material over the bed to compensate for settling and compaction of the back'fill. Grade the finished grade to provide posit~ive surface drain- age away from the bed. 4..9 Record the finish ground elevation at each corner and at the midpoint of the bed. 4.10 Furnish a copy of all survey notes to the Engineer. 5.0 INSPECTIONS 5.1 A minimum of three inspect, ions are required. The first inspection will be of the open excavation. At this time the soil conditions will be observed and compared to the design assumptions. Ground water conditions or pr-esence of bedroc:k will be verifiecl. The dimensions of the bed may Specifications for septic system installation Lot 5 Crestwood be revised at this point. The second inspec:t, ion will be after placement of standpipes~ distribution piping~ tank (s) and other nents as specified. gravel compo- The th:ltd inspection will be after completion of the work. Any deficiencies will be noted and the C~n~ra~t~r notified. Such deficiencies shall be corrected within ten days. 5.2 All elec:tr:ical work requires an MOA electrical tion. Submit pr-oo~ of inspection or certification En g i neet. inspec- to the 5.3 Submit catalog data o¥ all mechanical equipment. Effluent pump~ control panel~ and warning system. 5.4 Notify Engineer at least. 24 hours in advance of begin-. ning any work. Specificat.:i. or"~s for- septic system installation Lot 5 Crestwood O0..4. MUNICIPALITY OF ANCHORAGE Heai h and Environmental Protec 'on ~ Fourth Floor West ~-~ 825 L Street Anchorage, Alaska 99501 279-2511, x 224, 225 INSPECTiON'REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILING ADDRESS PHONE LOCAT,ON LEGAL DESCRIPTION ---~- SEPTIC TANK: DISTANCE FROM WELL Ifc3 INSIDE LENGTH. -'-- INSIDE WIDTH '"'-- LIQUID DEPTH COMPARTMENTS LIQUID C APAC ITY. ~OO(~ALLONS. TILE DRAIN FIELD: DISTANCE FROM WELL ~ ~ DISTANCE BETWEEN LINES ~/~ TRENCH WIDTH%~:IN. TOTAL EFFECTIVE ABSORPTION AREA 109 ~ SQ. FT. LEITH OF EACH LINE ) DEPTH Or FILTER DEPTH: TOP OF TILE TO FINISH GRADE -~ MATERIAL BENEATH TILE ~ ~*' IN. ABOVE TILE ~ IN. SEEPAGE PIT: DIAMETER __ OR WIDTH [~g Crib Rings/CRIB SIZE: DIAMETER ~ BUILDING FOUNDATION , NEAREST LOT LINE LENGTH , DEPTH DEPTH DISTANCE FROM: WELL TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. Well Class:~ Depth: Well Distance To: Lot Line io~ Bldg: ~o! Sewer Line: Pipe Materials: ~. ~ # of Bedrooms: Installer: Remarks: ~a~ DATE _~~I~_IAPP ROM E D ~ DEPR~'MENT OF HERLTH RND ENVIRONMENTRL PRE'TECTION// ~-- RPF'LiCRNT ~ETER E BIEGEL ' 2~716 [:,UNN [:IRCLE I 2:~4-~778 ! LOC:RT ION BiRCH LEFT ON ~ER ING r LEGRL LOT 5 CRESTNOOD SUBD LOT SIZE ~5000 SQURR. E FEET TYPE OF' SOIL ABSORBTION SYSTEM IS: TRENCH MA:.qIMUM NUMBER OF BEDROOMS = ? SOIL RBTING (SQ FT,-"BR)= t49 'THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: [:, E F' "F H = -1. :.IL L E 1'-.1~3 T H = 7:'5 13 F.t" R ',,.,." E L [:, E-: F' T H = ';::' THE: LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE 'TRENCH OR DRBINFIELD. ]'HE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF 'THE GROUND AND THE BOTTOM :OF THE E×CAVRTION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEF'TH OF GRRVEL BETWEEN THE OUTFRLL PIPE AND THE BOTTOM OF THE EXCAVATION (:IN FEET). F,:,',Et]:!LI I F-_'E[:. __C. EF'T I C: TR~Ii<] S I ZE: 2E_~(-:i¢:t GRL_,L, CI~tL:;_. 'T'i~Ci (2) I NSPEC:TI Ca~-~'_q iqRE RE~Z~I_IIRE[) BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION ~ND APPROVAL 8Y THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MiNIMIJM DISTBNCE BETWEEN R WELL. ~ND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS i00 FEET FOR B PRIYRTE WELL OR 200 FEET FOR A PUBL. IC WELL. NELL LOGS ~RE REQUIRED ~ND MUST 8E RETURNED TO THE DEPARTMENT WITHIN ~0 DAYS OF 'THE WELL COMPLETION. SPECIFICBTIONS ~ND CONSTRUCTION DIAGRBMS ARE A~BILABLE TO INSURE PROPER INSTALL_~TION. F"E~F11 l- '-.-'RLI [) FBDF~ C~-JE "T"ERR F'~:C;t-1 I SSIJE i CERTIFY THRT I: I RH FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS RS SET FORTH BY THE MUNICIPRLITY OF RNCHORRGE. 2: t WILL INSTRLL THE SYSTEM IN RCCORDRNCE WITH THE CODES. 2' I UNDERSTRND THaT THE ON-SITE SEWER SYSTEM MRS' REQUIRE ENLRRGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THRN 7 BEDROOMS. R&M Civil En~ineer~ ENGINEERING & GEOLOGICAL CONSULTANTS 229 EAST 51st. AVE. - P.O. BOX 6087 - ANCHORAGE, ALASKA 99503 TELEPHONE 907-279-0483 TELEX 090-35419 Geolo~i~ Land Surveyor4 JAMES W. ROONEY, P. E. MALCOLM A. MENZIE$, P.E., L,~. JAMES H. W~LLMAN, P.E. RALPH R. MIGLIACCIO Engineering Geologist August 8, 1974 R & M No. 462065 Mr. Jim Marshall 2716 Strawberry Road Anchorage, Alaska 99502 Re: Test Hole and Soil Log Report for Sanitary System Lot 5 Crestwood Subdivision Dear Mr. Marshall: We are submitting herewith the test boring resUlts and our comments regarding soil conditions encountered at the subject si~e. This investigation was performed in accordance with your request of July 19, 1974, and those~procedures outlined in a letter dated September 13, 1971 by Mr. Rolf Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was put down within bhe Lot 5 area for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with a tractor-mounted backhoe and the test hole was extended to a total depth of 15.0 feet below ground surface. The final log prepared for the test hole has been included in Drawing A-01. Ground water was not encountered in the test hole. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & M ENGINEERING & GEOLOGICAL CONSULTANTS, INC. xc: GAAB : ANCHORAGE FAIRBAN KS JUN EAU TH-1 7-19-74 0.0' ORGANICS SILT, TRACE SAND (ML) I .0I 1.5' GRAVELLY SAND (SP) |i.OI SILTY SANDS W/SOME GRAVEL (SP-SM) NOTE: 15.0' NO WATER TABLE Test hole excavated with tractor-mounted backhoe. Engineering ~ Geological Consultants Inc. ~.NCHORAGE FAIRBANKS ALASKA Juu~Au JIM MARSHALL PROPERTY LOG OF TEST HOLE ANCHORAGE, ALASKA aA'ES-13-74 ISCA~ ]"---2' ,IOW~ "~ "' lC""O "~ ~ED !""°""°'4~20~,..Io.,Wt, L,,,"o' A~O~ .- ! ~RO~OSED DWFLL~NG Lo~ON NO~ It ~ ~ ~n~a~o~s r~nsibili~ to ~ TOp of Foun6a~bn in 'relatior)~hip to F~sb ~rade. TOp of Founda6on -- i,dicat~ ~ o~ ~o,rse of block above Ffi~q Or;,de. I hereby certify that I have surveyed the following d6sctibed property:' L°T Anchorage Recording Precinct, Alaska, and that t.he improv~.m~flt~ sl,tuateil thereon are ~w. ithi,,, .t.he prope~y lines and do hot o~ei~l~ or eneronen .,, Toe prol~rty lying adjacent thereto, that no lmpro, ,vats on prop- erty lying adjai'%t thereto eilet~ach, n. the premises in F,n~tneen ~nd 5urve~r~ RPPLICRNT ~ 44tt MRR~ DR 344-4841 LOCRTION LEGRL L~ CRF.~TMOOD ~UBD LOT SIzE 4544~ SGiJRRE FEET TYPE OF ~OIL RB~O~TION S~TEM I S: TRENCH ~, MRXIMUM NUMBER OF BEDROOM~ '- 4 SOIL ~TIN8 / THE REQUIRED SIZE OF THE SOIL RBSC ,~TI~SYST~IS: / D E P TH='= 11 LENG TH"- 5"1 , GIR~VE~ DEP TH= 6 \\ / THE LENGTH DIMENSION I, THE LENGTH (IN 0~T~E 'REN OR DRRINFIELD. GROUND RND THE BOTTOM OF THE FEET). THERE IS NO ~ WIDTH FOR THE GRflVEL DEPTH IS THE MI DEPTH THE PIPE RND THE BOTTOM OF THE (IN REGUI RED ~;EPT I~ 1' ZE'-' BRCKFILLING OF RN~ S~TEM WITHOUT DEPRRTMENT WILL BE SUBJECT TO BY THIS MINIMUM DISTRNCE BETWEEN R WELL 188 FEET FOR R WELL GR 288 FOR R WELL LOGS FIRE REGUiRED RND MU~T BE TO OF THE WELL [ON. SPECIFICRTION~ ~ [ON INSTFILLRTION. D FOE I CERTIFY THRT 1: I RM FRMILIRR WITH FORTH B~ THE MMPI( 2: .I WILL INSTfiJ. THE 3: I UNDERSTAND TH~TTHE RESIDENCE IS RENOI)ELED TO RESUII IN WFIGE D SYSTEM IS WITHIN 3~ DR~PS ~N-SI TO INc~iJRE PROPER FIND WELLS FI~ SET 4 'THE ~. R~GUIRE E~ IF THE S It~IED: ISSUED