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HomeMy WebLinkAboutTHE VILLAGES TR 7B1 Municipality of Anchorage Page __ 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 ~nspection Report Permit Number: .~) ~(~ ~ ~) 0/1¢' PID Number: Name:~ ¢ ~/ mD25~ Wastewater System: D New ~ Upgrade Address: - Phone: -- ~ 4~ B Deep Trench ~ Shallow Trench B Bed B Mound B Other LEGAL DESCRIPTION GPD/Sq. Ft. LOt: ~ -- B,~C),~& ~.z~bdiv~ion: Depthtopipebottomfromoriginalgrade: Gravel depthbeneathpipe Township: etlon: ' Fill added above original grade: Gravel length: Yield: I I Pum~t: Casing HefghtAboveGround: SEPARATION DISTANCES u s~pti¢ u Ho~din~ U S.T.~.*. TO Septic Absorption Lift Holding P~b~ic/Privat( Manufacturer: Capacityin gallons: Well- Materi~l:, Number of Compadments: s,~o~ ,LIFT STATION Water Lot Size in gallons: Manufacturer: Line . :; Foundation "Pump °n" level at:, I "Pump °fi" level at: ,' IHigh w~ter alarm at: Cultain Pump Make & Model ~ Electrical Inspections pedormed by: Remarks: BENCH MARK Location and Description:  Assumed Elevation: ENGINEER'S SEAL Inspections performed by: . Dates: 1st 2nd Department of Health and Human Services approval Reviewed and approved by'. ~ ~' ~ Date: Z.~ .¢~ 72-013 (Rev. 9/91) MOA 25 h~ M 0 0 ® ~O L x oee © LOCATION OF WELL' 'STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OF MINING & WATER MGMT WATER WELl. RECORD LOCATION/SKETCH: WELL OWNER: DEPTHS MEASURED FROM:[]casing top []ground surface Depth From To IZOREHOLE DATA: Material Type and Color I BECTION TOWNSHIP J RANGE [-IN I []E Ds r-lw 11 Depth of hole: MERIDIAN DATE OF COMPLETION ft DEPTH TO STATIC WATER LEVEL: _ .~- ft below ~C~,top of casing [] ground surface METHOD OF DRILLING: ,J~C~ir rotary [] cable tool [] other USE OF WELL: [] domestic [] irrigation [] monitor [] public supply [] other CASING STI( Casing type: ft. Oiam: ~' in. to~ft ~nn. to WELL INTAKE OPENING TYPE: [] open end [] screened [] perforated ~_~open hole Depths of openings: to ft SCREEN TYPE: % Diam: in. Slot/Mesh Size: ~, Length: ' ft GRAVEl. PACK TYPE: Volume used: Depth to top: GROUT TYPE: Depth: from -~~ to~ ft DE~/ELOPMENT METH~OD: Duration: PUMPING LEVEL AND YIELD: ft after ~ hrs pumping '7 gpm PUMP INTAKE DEPTH: ft Horsepower: WELL DISINFECTED UPON COMPLETION7 I~,YES [] NO CONTRACTOR INFORM~TION: REMARKS: Ri~gj~lJe~d ,Business NaB'm ,, ~'~~~', /~-~,---~ -, -- ~.- PLEASE MAIL WHITE COPY OF LOG TO ~; of Authorized Resp~res ative I~ate DNR/DIVISION3601 C St, Suite 800OF MINING & WATER MGMT Phone (907)269-8639, Fax {907)562-1384 Alpine Driilin§ & Enterprises Domeshc .- Commercial Pump & Waler Systems R O Box 110496 Anchorage, Alaska 99511 (907) 34§ 0202 TO¸ OUANTrP/ INVOICE 4132 c4' q~ ~ / DESCRIPTION AMOUNT LABOR Thank You PAY THIS AMOUNT TERMS: ACCOUNTS PAYABLE AT 10TIt OF MONTH FOLLOWING PURCHASE. SY'R¥1CF. CHARGE AT RATF. OF 1.5% PER MONTH WILt. BE CRARGED ON OVERDUE ACCOUNTS R C£1v£D dAN 7 4 199 . o0~10~8 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 WELL SYSTEM PERMIT PERMIT NUMBER:SW970016 DESIGN ENGINEER:ENVIRONMENTAL MANAGEMENT, INC. OWNER NAME:JOHN SIMPSON OWNER ADDRESS:12801 ELMORE RD. ANCHORAGE, AK. 99516 DATE ISSUED: 2/05/97 EXPIRATION DATE: 2/05/98 PARCEL ID:02029153 LEGAL DESCRIPTION: THE VILLAGES TR 7B1 LOT SIZE: 131115 (SQ. FT.) NUMBER OF BEDROOMS: 5 THIS PERMIT: 5 THIS PERMIT IS FOR THE CONSTRUCTION OF: WELL 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 ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURPACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS RECEIVED BY:A ISSUED DATE:~ - //-- 2'9 January 29, 1997 DHHS, Environmental Se~ices, On-site Setwices P.O Box 196650 Anchorage, Alaska 99519 Aitn: Permit Review Officer RE: On-Site Well System Permit Application For Tract 7B-1, The Villages S/D. Dear Sir or Madam: Please accept the following application for review and permitting. The proposed well system does not affect the current use of the adjacent undeveloped properties and will have minimum futnre impact. Tb.e subject site is presently being developed for a single family residents. Site activities in the summer and fall of 1996 included the installation of the on~site sewer system, driveway and site clearing, No structures are pFesently constructed on site but are planed for the stammer of 1997. if you ha c any questions or concerns regarding this matter, please feel free to give me a call. Sincerely, EI~IRO NME~NTAJ~)MANAGEMENT, ~5~dohn Simpson, Attachments: On-Site Sewer/Well Permit Application Well system plan Sheet 1 of 1 On-site permit Fee check $120.00 INC. 206 E. FIP, EWEED LANIz, SUITE 201 · ANCHORAGE, AK 995{)3 2703 CONSULTING (907) 272 9336 · FAX (907) 272-4159 · TRAINING (907) 272 8852 · FAX (907) 272 0319 Municipality of Anchorage 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: S~1,/ ~O,O~,Z'¢,/ RiD Number: ~ ~/-, ~ _ Name: ./L~IS~;D_ Wastewater System: ~ New ~ Upgrade ~I~P~oW Address: /~0/ ~ ~W~ ~5'/~ ABSORPTION FIELD ~ ~ Deep Trench E~ Shallow Trench Q Bed ~ Mound ~Other Total Depth from original grade: LEGAL DESCRIPTION So""a""~: /,~ G,D/Sq.~h 5,~' L;t:- ~ Subdlv~lon: Oepih to pipe bosom from original grade; Grsvel depth beneath pipe Township: I Range: I Section: Fill added above original grade: ~ length: I WELL: ~ NewN ¢ Upgrade "~'"""~ ~.¢. ¢¢,--~ Y~~GpM IPump Set at: Ft. I Casing Height Ab°ye Gr°u;:: TAN~ SEPARATION DISTANCES ~s,pt~o" u Holding U S.T.E.P. From Tank Field Slation Tank Sewer Lines ~¢~¢~ ¢ Sudace w,t~, ¢/¢O' ~ ~/~ LIFT STATION kot Line ~ ~ ) 7~/ Sizein gallons: Manufacluren ~/~ I ~ High water alarm Fou.dation ~0/ ~¢ ~/A '.umpon"levela,:~~: at: Cudai~ Drain ~/~ I ' ~~1Electrical InspectiOns ped°rmed by: Remarks: ~K~¢~¢~ .¢~, ~ BENCH MARK Inspections pedormed by: ~,¢/¢ ~,'¢¢ ¢~¢. Dates: 1st /~/~/¢~ Depa~ment of Health.a~d Hum~,~e¢ices approval Reviewed and approved by:~*~¢ ~/(~%Date: /~%~ ~ 72-013 (Rev. 9191) MOA 25 Permit No. ~¢/960~6! Page 2 of 3 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVlRONMEN-FAL SERVICES DIVISION %0. Box 196650 · Anchorcge, Aloskc 99519 .6650 · Telephone: 545.-4744 On-Site Wastewater Disposal System and/or Well Inspeotion Report Legal Description: THE VILLAGES TRACT 7B-1 PID No.: D¢_0-891-53 548,33 TEACT 7B-I 3.00 ACRES FLOW D[VIDE~ 36' LONG 6EPTIC N 89°55'48, / PRL]P FIIDLJSE 89*55'48' E 488.35 SCALA' 1"=:60' 10/11/96 ENGINEER'S SEAL SWING TIES A B 40,0 50,8 35,7 67,3 37,3 80,8 86,7 93,3 iD - TEST HOLE · MONITOR TUBE o - SEWER CLEANOUT ~ - WELL ..... EASEMENT LEACHFIELD PAGE 3 BF 3 ~ RE]BAR AT PB~NT A ~ ASSUME]} ELEV = 146,82' ..... I453 TYPICAL INFILiRAF[IR DIHENSIBNS 1,7 14a,0 ELEVATIBNS (NBT TB SCALE) ~EGAL: THE VILLAGES TRACT 7B-1 ~ONTRACTOR:N/A TH 96-076 DATE: 10/1 /961 NTS ~.t,.~ ............ .... EAGLE RIVER, AK. 99577'~'?l~o~ss~o~~ ..... (907) 694-5195 FAX.. (907) 694-3~97 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 PERMIT PAGE 1 OF 1 PERMIT NUMBER:SW960261 DESIGN ENGINEER:ENVIRONMENTAL MANAGEMENT, OWNER NAME:SIMPSON JOHN OWNER ADDRESS:12801 ELMORE ROAD ANCHORAGE, ALASKA 99516 INC. DATE ISSUED: 8/21/96 EXPIRATION DATE: 8/21/97 PARCEL ID:02029153 LEGAL DESCRIPTION: THE VILLAGES TR 7B1 LOT SIZE: 131115 (SQ. FT.) NUMBER OF BEDROOMS: 5 THIS PERMIT: 5 THIS PERMIT IS FOR THE CONSTRUCTION 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 (iSAAC80) . 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISION~ ~' RECEIVED BY: ~,z/[ -~%------'~ DATE: Eagle River ngmeenng Services 1Louis Buteva, p.l~. P.O. Box 773294 (902) 694-5195 ~J ~ag[e ~ver, A~. 99577-32.94 (907) 694-3297 faa August 26, 1996 -RE C E IV E D DHHS, Environmental Services, On-site Services P.O Box 196650 Anchorage, Alaska 99519 Attn: Permit Review Officer RE: AU(] 2 6 1996 Municipa ity of Anchorage Dept, Health & Human Services Design and Construction Approval for On-Site Sewer System at Tract 7B-l, The Villages S/D. Dear Sir or Madam: Please accept the following design for review and permitting. The proposed system does not affect the current use of the adjacent undeveloped properties and will have minimum future impact. The system design and calculations has been reviewed and approved by Eagle River Engineering and found to be sound in designed meeting current standards for intended usage and the soil types found on site. Eagle River Engineering will be providing for construction inspections and asbuilt drawings. We are submitting this system as a owner install. The owner has a JD 450C crawler loader with a back hoe extension and has in excess of 200 hours experience as a operator on this and other pieces of equipment. In addition the owner has attended your class on installation and design and has completed several system designs and installs over the past 4 year. The subject site is presently undeveloped, the well and property structures will follow the on-site sewer system installation in the fall of 1996 and summer of 1997 respectively. Il' you have any questions or concerns regarding this matter, please feel free to give me a call. Sincerely, Eagle River Engineering Louis Butera, P.E. Attachments: On-Site Sewer/Well Permit Application Septic system plan Sheet 1 of 4 Detail A Septic System Sheet 2 of 4 Cross Section Septic System Sheet 3 of 4 Profile Septic System Sheet 4 of 4 July 25, 1996 DHHS, Environmental Services, On-site Services P.O Box 196650 Anchorage, Alaska 99519 RECEIVED JUL ~0 1996 Municipality of AHchorage Dept. Health & Human Services Attn: Permit Review Officer RE: Design and Construction Approval for On-Sitc Sewer System at Tract 7B-1, The Villages S/D. Dear Sir or Madam: Please accept the following design for review and permitting. The proposed system does not affect the cra'rent use of the adjacent undeveloped properties and will have minimum future impact. I am submitting this system as a owner install/designer. I own a JD 450C crawler loader with a back hoe extension and have in excess of 200 hours experience as a operator on this and other pieces of equipment. In addition I have attended your class on installation and design and have completed several system designs and installs over the past 4 year. The subject site is presently undeveloped, the well and property structures will follow the on-site server system installation in the fall of 1996 and summer of !997 respectively. I£ you have any questions or concerns regarding this matter, please feel free to give me a call. Sincerely, . . ENVfl4~ONMENTA~ MANeEMENr'k/ INC. .,~6hn Simpson, P.E. // ~'/" Attachments: OmSite Sewer/Well Permit Application Set, tie system plan Sheet 1 of 4 Detail A Septic System Sheet 2 of 4 Cress Seedon Septtc System Sheet 3 of 4 Profile Septic System Sheet 4 of 4 Percolation 'Pest TH 1-9~ Sheel 5 Percelation 'lest 'PH2-96 Sheet ~ Grain Size Analysis Sheet 7 System Design Calculations Sheet 8 On-site permit Fee cheek 8320.00 206 E. HRE\VEED LANE, SUITE 201 ~ ANCHORAGE, AK 99503 2?03 CONSULTING (90?} 272 9336 · FAX (90?) 272-4159 · I'RAINING (907) 2?2-8852 ~ FAX (90?) 272-0319 :~. ~ ,, ~¥~ )~:...::? ','..:, ~ .. v~ 0x ~. % % ::: %:: : :: ~ .~ .~ '0 ~A % % : i ~: ~ :: '~ 0 ~F ..... D '// · 0 F CO CO CO .... ~ __~ ,I I, Finish Grade ii ii Native Fill ,, _q . _u. - . 38' The Villages Tract 7B-1 pti ~ENVIRONMENTAL Cross Section Se c System TH 1-96  Perc test Hole Entrance ~ Proposed Manifold~ ~~ Location of Infiltrator / } I I 10' ~0' I I I Chambe rs ! i~ l ~[ 3 @ 6'x36' I ~ /i , I I I t · I 1) Proposed house finished floor elevation = 152 ~'" / 2, Insitu soil = 57, passing ~4 solve ~(~ ~ ~.~ John ~r~ Simps 4) Swin~ ties to septic system to be provided off buildin~ ,/~ ~ ~, ..... .,. foundation when constructed. ~ ~.c~ p~i~c:~,~%~ ~. The Villages Tract 7B-1 Detail A Septic System ~ PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG --. PERCOLATION TEST '777£ VI~,~ ~ LEGAL DESCRIPTION:. '~r~C~- 'Y/~'~/' 1 2 3 4 6- 7 8 9- 10- 11 · ~ ~,fl~h ~'~ //. ?1 /~ /~ )~'~1 DATE PERFORMED~~"~:~;/~?~ Township, Range, Section: ~/~/ ~/ ~ /~ 13- 14- 15- 16 17 18- 19- 20~ SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? Oeplh Io Water A~er / / MonilorinD? S P E Reading Date Gross Net Depth to Net Time Time Water Drop ~%~ 350 qO z:s//d' { ~/(~" 6 Yz/, BI13 ~iO ~0 Z '/z" Z" PERCOLATION RATE '~ CD tmlnules/mch) PERC HOLE DIAMETER __ TEST RUN BETWEEN (C~ FT AND ~ FT COMMENTS PERFORMED BY: ~//~ 0/'~ ~l~'/-/'~O ~r~/~/~- I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAl. GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) PERFORMED FOR: LEGAL DESCRIPTION: 2 Sp 3 4 7 9 10 12 ~4 ~7 ~8 ~9~ 20- Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST U~o~)~/ 5/m?5oW DATE PERFOR~ Township, Range, Section:- SLOPE COMMENTS I/'C ~/ F~'~"~ ~:~' ~)~AV E'L WAS GROUND WATER ENCOUNTERED? _/- YES IF YES, AT WHAT /~.'.O / SL DEPTH? pO E Ooplg to Water ^Der /~ ! Monitoring? Dale: , SITE PLAN /I I,I I I I I,,,I I -I ...., Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLA'rlON RATE ~ tmmutes/mch) PERC HOLE DIAMETER __ TEST RUN BETWEEN .~-~-- FTAND ~O FT PERFORMED BY: ~']mON SCFt]~oE~Ep--. ACCORDANCE Wl'rH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 (Rev. 4/85) CERTIFY 'rHAT THIS TEST WAS PERFORMED IN DATE: EEIN.Et',IG][t'.IEES~[I,IG 1[]:(:'}075i~,17FI71 IIIl.I ."7"Su:, ]::_':57 I'.lo.O~)s F'.u2 GRAIN SIZE ANALYSIS (ASTM 0422) PROJECT NAME; VILLAGE TRACT 7B __ PROJECT NO.: 5293 CLIENT: E.M.I, BOREHOLE/LOCATION; SAMPLE NO.: 9543,1 DEPTH; 5,5' B. GRADE DATE TESTED: 6/19/06 TESTED BY: RDL FIEVIEWED BY: ,pE$ORIPTION:,,Poorl}' ~rd, send with ~avol SIEVE ANALYSIS TEST SIEVE 81ZE TOTAL % 3' lO0 2" 98 3/4" 3/8" It 4 __# 60 11100 88 DIAMETER 100 76.2 50.8 25.4 g,0 4.75 0.85 0.420 0.25 0.15 0.075 77 f! 20 18 4 ¢200 3 HYDROMETER TEST ELAPSED DIAMETER TOTAL % T I._~M...~E , ImamS. PASSING 0 0.5 2 4 8 15 . 1440 % QRAVEL: 43.5 % SAND: 54.3 % SILT/CLAY:[----.2:.~-_"_-i- 060= 5.83 030= 1.70 0t0= 0.57 Cu,: 10.2 CC;; 0.9 M.C .= 2.0% USC: SP FO: % .02 mrn 00.0 00.0 700 60.0 30.0 20.0 10.0 0,0 100 GRAVEL GRAIN 81ZE DISTRIBUTION ff , I 0.01 0 ool I.. SILT AND CLAY