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HomeMy WebLinkAboutCINERAMA TERRACE BLK 1 LT 3Cineramo Terrace Block I Lot 3 # JEFF BENK£RT Addre.~: 570 E. BENSON BLVD. * ANCHORAOE, AK 99505 (907) 349-4425 3 LEGAL DESCRIPTION 1 5 CINE~MA TER~CE Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page I of On-Site Wastewater Disposal System and/or Well Inspection Report Permit Numben SW010413 PID Number:. 020--033--05 Wastewater System: [] New · Upgrade ABSORPTION FIELD I'1 Deep Trench · Shaflow Trench a Bed 11 Mound · Other 2.0 ~/~. n. *'1.0 SEE DWG ,. 0.57-0.60 SEE DWG ~,. 90' TOTAL (2 0 45'),. WELL: [] New [] Upgrade 5 r~ 2 - ~~3~'~ RI n. 450 se.~ D 3054/ F-810/$CH 40 Pvc~ 11~'~ ~ BEEK CONSTRUCTION 1-12/10/01 ~ ~1~'~ ~ '~ ,... I~"~ "~"' -- ~""~ TANK SEPARATION DISTANCES =s,,~: =HoMing = S.T.~P. Tank Reid $~flon Tenk ~. ~ ANCHO~GE T~K 1250 Weft 100'+ 100'+ 100'+ - 25'+ STEEL 2 SuEoce Water 100'+ 100'+ 100'+ -- -- Lot Une 5'+ 10'+ 5'+ - -- Foundo~on 5'+ 10'+ 5'+ -- -- Cuffo|n Dm;n 25'+ 20'+ 25'+ - - Remarks: *LINED INTERMITrENT SAND FILTER SYSTEM INSTALLED. LIFT STATION 1250 IANCHORAGE TANK/ORENCO SYSTEMS TIMER TIMER 45' ~20 OSI 05 HHF M.O.A. BENCH MARK TOP OF GARAGE SLAB FLOOR **DEPTH TO TOP OF SAND FROM ORIGINAL GRADE Dates: 1st 11/21/2001 Inspections performed by: AKWWC, INC. 2nd 11/26/2001 3rd 11/27-29/01 4th 12/7/2001 5th 12/8/2001 6th 12/10/2001 7th 12/13/2001 DevelopmentServices Department Approval R~viewed and approved by~~% Date: SW010413 -- 020-033-05 II II I · x~ MH1 35.3 60.2 104.9 OONSULTANT8. ClNERAMA TERRACE SUBDIVISION; LOT ~, BLOCK 1 ~.~ '- ............. .'¢~ AS-BUILT DRAWINO OF NEW WELL AND SEPTI: SYSTEM (LINED ISF) P,.~ ;u..~,: AS- BUILT :DRAWING P,~c~_..uMw.: $W010413 020-033-05 INV~T OF 8UNJ AT INL[T- g4.$EI / NEW 1250 GALLON S.T.E.P. TANK ~ or SUN~ - fiNAL GRADE  -= g9.38 (LOW mlNSUtA'IION - g7.4+--~ 93.70 ~.) OR~ PUMP V~T ~ 8/8/2002 ALASIC4. WATER & ~&~STEXX~'I'ER 0~'" g;.o. JEFF .ENKERT (:907) ~4g-4425 5 OF 4 :'"'~ CINERAMA TERRACE SUBDIVISION; LOT ~. BLOCK 1. PROFILE AS-BUILT DRAWING SEPTIC SYSTE~ UPGRADE -~ ILOWERI lUPPERI /---FINAL GRADE: - 107.94 (AV~,) INSULA~ON ---~ /.--ORIGINAL GRADE /~~, / 102.89-105.99 ' ~BOTTOu Or' '~RENCH *-- 99.75-105.99 EXCAVATED TO ~UST BELOW ORGANics /-'--fiNAL GRAD[ ,- 110.79 (Am.) INSUI.AI~ON / i--,ORIGINAL GRADE - · :" *: ~:'"x .~,~ i~ T1~:7.04~ ~AV~D)"'108'06 (A~.) 104.49-105.99 EXCAVATL'D TO JUST BELOW ORGANICS  07/26/02 DRAWN BY: ALASKA WATER & ~STEWATER ~.s.o. CONSULTANTS, INC. SC. AL~ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JEFF BENKERT (907) $49-4425 4 OF 4 LEGIJ. DESCR[P~ON: ClNERAMA TERRACE SUBDIVISION; LOT 3, BLOCK 1, TYPE OF WORK: PROFILE AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE ~ : BRIC~LL FgtHILY FAX NO. : ~5-~23 Aug. 15 ~ O?:f~a~ P1 l1425 Avlon Street Anchorage, A~ 99516 State Contractor License#28624 MOA Contractor Lice~e #1976 8.15-02 Arm: Kcvin To who it may concern: Brick's Electric has p~rformcd all wiring necessary for &c septic system at the following lo- cation: $cffBenkcrt Lot3 Blkl Cine~r.. Terrace SfD All work performed ~ per current National Ele~i~ical Code. Sincerely, William Bdckwcll- Owner Phone: 907-345.2923 * Fax: 90?.770-2955 ~' CEIL. 440..9351 8£NT GY: EEI¢C; 007 783 28t3; TRACT A LOT c3 TRACT LOT 4 LOT 3, BLOCK 1, ClNERAMA TERRACE SUBDIVISIOn4 MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (gO7) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Oct 01,2001 Expiration Date: Oct 01, 2002 Permit Number: SW010413 ,'Legal Description: ClNERAMATERRACE BLK 1 LT 3 Design Engineer: 0041 AK Water & Wastewater Consultant Owner Name: Jeff Benkert Owner Address: 570 E Benson Blvd. Suite #21 Total Bedrooms: 3 ANCHORAGE, AK 99503-0000 Parcel ID: 020-033-05 Site Address: Lot Size: 115311 SQ. FT. Permit Bedrooms: 3 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 ( 16AAC72 ) 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: Municipality of Anchorage Development Services Department Building ,~fety Division On-Site Water & Wastewater Program 4700 South Bragaw SL P.O. Sox 196650 Anchorage, AK 99519-6650 www.cLanchomge.ak.us (9O7) 343-7g04 Parcel I.D. ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING ~)~)--~)- 05 ~ - 0 ~ Permit Number 5 L~.)104'13 Property owner(s) Mailing address (1) Mailing address (2) JEFF BENKERT Day phone 570 E. BENSON BLVD.. SUffE ~21 * ANCHORAGE. AK Zip Code Legal desc~pflon (Lot, Block & Sub'd.) LOT 3, BLOCK 1: ClNERAMA TERRACE Legal description (Section, Township & Range) Lot Size /,/~ ~ / / Acras/Sq. FL N/A Number of Bedrooms THIS APPUCATION IS FOR: Sower Only Sower and Wall Sewer Upgrade 349-4425 THIS PROPERTY CONTAINS: Hot Tub [~ Swimming Pool Therapy Pool [] 99503 Wall Only Water Storage Water Softening Unit 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. ALASKA WATER &: WASTE'WATER CONSULTANTS, INC. (Signature of propon~' ownor or outhodzod ogont) Permit Fees: Date of Payment: Recelpt Number:. Waiver Fees: Date of Payment: Receipt Number. ALASKA WATER & WASTEWATER CONSULTANTS, INC. ' September 21, 2001 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, Alaska 99519-6650 Ref: Septic System Upgrade for Lot 3, Block 1, Cinerama Terrace Subdivision (lined Intermittent Sand Filter - ISF with secondary drainfields) To whom it may concern: The referenced property has an existing well and septic system that were installed in approximately 1984. The existing septic system is submerged in groundwater and is within the radius of a well that was drilled on an adjacent property several years ago. In short, it is not viable. There is currently no house/structure on the property. The current property owner is proposing to build a three (3) bedroom house that will be served by the existing well and a new septic system. An attempt was made in the Spring of 2001 to dig test holes on the subject property but we were unable to find a location that had 2 feet of accepting soil that was not saturated. Additional attempts were made in the Summer of 2001 with no success. Finally, a curtain drain was installed so as to create an area on the lot that would allow for the placement of a septic system. Based upon the location of the well, surface waters, and the curtain drain, there is very limited space on which to place a septic system; therefore, we are proposing utilize a lined Intermittent Sand Filter (ISF) (with an Orenco pump basin), that will allow for a significantly smaller drainfield than with conventional technology. Comments regarding the design are summarized as follows: SOILS: Several test holes were excavated immediately downhill ofthe curtain drain, however, suitable conditions were only encountered in the vicinity of test hole #1. Attached is a log for TH#1 which shows the soil classifications, groundwater monitoring, and the percolation test results. The proposed drainfields are to be installed within the 30 foot radius of this test hole. The percolation rate was determined to be 7.2 minutes per inch, but visually the soils appeared to be much tighter. We are proposing to use an application rate of 2.0 gallons per day per square foot for the ISF effluent, which is acceptable for soils that perk up to 60 minutes per inch. In addition, we are proposing to install both the primary and reserve trenches. 6901 Dcbarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com LINED ISF DESIGN: a. Allowable Application Rate for ISF: 2.0 gallons/day/ft2 b. Number ofBedrooms: 3 c. Design Flow: 450 gallons per day d. Minimum Absorption Area: 225 112 e. Effective Depth below pressure pipes: 3 inches f. Width: 18 feet g. Length: 20 feet. h. Effective absorption area = 360 fl2 i. Air Supply: Thomas Industries, Model 5070, "Anchorage Tank". j. Air Supply Line: "Wasteflow" emitterline, 1/2 inch I.D, "Anchorage Tank". k. Sand Material: In accordance with M.O.A. latest standards I. Pea Gravel: 100% passing 3/8" sieve, less than 20% passing the 1/4" sieve, and less than 1% passing the #8 sieve. We will use a conventional lift station (Anchorage Tank), equipped with a programmable timer so that flow can be intermittently dosed to the ISF. An Orenco Pump Basin with dual outlets and ball vales is to be installed after the lined ISF in order to pump effluent up to the drainfields. DRAINFIELD DESIGN: a. Percolation rate ofnative soils: 7.2 minutes per inch. b. Allowable application rate for effluent from a lined ISF: 5.0 gallons/day/ft2, but are proposing to utilize 2.0 gallons/day/ft2. c. Daily flow rate: 450 gallons per day d. Minimum absorption area required: 225 tt2 e. Maximum trench depth: 2.0 feet. f. Effective depth: 0.5 feet g. Trench width: 5.0 feet h. Trench length: 45 feet total length each (2 ~ 45 feet long each) i. Absorption area: 450 112 The distribution lines are to be 1.25 inch schedule 40 PVC with ¼ inch diameter holes spaced every 18 inches on center (30 holes total per trench). Only one trench will operate at a time and will be alternated at the homeowners discretion. TOPOGRAPIIY: As can be seen on the attached topography site plan, the slopes ranges from 15 to 25 percent running from southeast to northwest in the area of the proposed upgrade. We do not anticipate any slope concerns. SEPARATION DISTANCE BETWEEN THE CURTAIN DRAIN AND THE PROPOSED DRAINFIELDS: The curtain drain that was installed was originally upgrade from the proposed drainfteld sites; however, there is now a swale in the area that is covered with river rock. The southernmost trench will be slightly higher in elevation than this swale unless additional fill (must be clean gravel) is placed over the top of the curtain drain area so as to raise the elevation ofit. In short, unless the area over the curtain drain is filled, the southern most drainfteld will be higher in elevation than the exposed top of the curtain drain, and only about 25 feet away from it. Given the fact that the ISF effluent will then be filtered through an additionl 12 inches of sand when it is pumped to the drainfield/s, there is minimal risk that laterally migrating effluent from 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com the drainfields would not be highly treated before it reached the curtain drain. Therefore, we are requesting that the separation distance betwecn proposed drainfields and the curtain drain {that is slighly downgradient from the southernmost trench site) be waived to 25 feet. If this is not acceptable to your department, it will be necessary to fill the area over the top of the curtain drain so as to create a downward slope from the curtain drain to the drainfields. Please specify your preference in the special conditions section of the sewer permit. SURFACE WATERS: Currently there are some ponded areas to the southwest of the proposed drainfield sites. These areas will be filled with fiver rock, or other coarse grained soils, as necessary to eliminate all surface waters within 100 feet of the septic system components (tank, ISF, & drainfields). MATERIALS AND CONSTRUCTION PRACTICES: The materials used, and the construction practices will comply with the MOA "Intermittent Sand Filter Design, Installation & Maintenance Manual". The contractor should read this document prior to construction. Copies are available at the Municipal Onsite Services office (4700 South Bragaw.). CLOSING: I am open to any suggestions from your department, which would be an improvement to the proposed design. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. i~sistance. Pre'dent arn'es'~.E., MS. NOTE: Attached is a site plan drawing, a design drawing, a profile and detail drawing, a topography site plan, a soils log, and a 7 page constntction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 ' Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com LOT 4. BLOCK 1; CIN ERAk~ 1T~RAC£ PROPOSED SEPT1C (S,F.E DESIGN, pACE 2 OF I t .,.~' T'~ -/,.,, SEPTlC ~/ // // / I I \ / I I ! I I I I I t \ ~ / \ / LOT t, BLOCK 2; ¢IN ER.'M,~.A TERRACE .DRNNA~r DITCH WlTH SURFACE WA~R CULV[RT LOT 2, BLOCK 2: CINERAMA TERRACE LOT 3. BLOCK 2; ClNERAX~ '1T~RAC£ $/O LOT 4, BLOCK 2; C~NF. RAI,~ IT.~RACE S/D ALASKA WATER & WASTEWATER CONSULTANTS, INC. PREPARED FOR PHONE NUMBER: JEFF BENKERT (907) 549-4425 LEGAL DESCRIPTION: CINERAMA TERRACE SUBDIVISION; LOT $, BLOCK T/PE OF WORK: SITE PLAN FOR SEPTIC SYSTEM UPGRADE 9/21/2001 DRAWN J.W.M./J.LM. 1" = 100' PAGE NUMBER: I OF4 / / / 1. THE COhql~TOR SHALL HAV~ THE / loo fEET ~ R~US AND THE rOOT S~CK TO THE DITCH FLN;GEO BY A REGISTER£D LANO SURVEYOR PRIOR TO CONStrUCTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR FIlIING ALL ~ONDING AREAS WFI~-IIN \ ~R PROPOSED 18 FEET BY 20 ~'[[I (SEE NOTE) UNED INTERMITI--tNT .SAND F1LTER WITH GEAVI~Y DISCI~E (SEE PROPOSED 1250 GALLON DETAIL ORAWlNG S.T.F-P. SP£CIFICAllON$o PAGE 3 OF 4 UNE--~ PROPOS[O ORENCO pUMP ($~1~ NOTE) ~ BASIN ~ DUAL OU1~'TS & ISOLATION VALVe. SUBMERGED SEPTIC /~ND DRNNF1F. LD TO RE CURTNN DRNN OU1TNJ. / pRO~ DRNNRE/D UPGRADE. EXCAVATE ~/0 TRENCHES ~I~AT ARE 2 FEET DEEP MAXIMUM BY WIDE BY 45 FlEET LONG FEET TOTAL). ADD t M.O.A. APPROVED ~AND FILTER AND THEN .5 FEET OF CLEAN. W,~,~HED SL"W[R PAGE 4 OF 4) \ \ ALASKA WATER & WASTEWATER CONSULT^NT$, INC. PREPARED FOR: PHONK NUMB[R: JEFF BENKERT (907) $49-4425 LEO. AL D£~CRIPTION: ClNERAMA TERRACE SUBDIVISION; LOT 5, BLOCK 1 TYPE OF WORK: DESIGN OF SEPTIC SYSTEM UPGRADE (UNED ISF) k~° / / / / / ~\'%,'/ / / WiTH SURFACE WATER B/2~/2oo~ DRAWN 1" = 50' 20F4 DRNN I: aox ~ROUND I NOTE: THIS I$ A LINED t INTERMITTENT SAND FILTER (ISr). FROI, I TANK FROu COMPRESSOR MONITORING ~gJBE EXTENDS TO TOP OF' SA/~ID. 20' LONC P~ LATERALS r-ORFICE SHIELD '~/ 1/8' DIA. ORFICES) ~ .J 0 0 7~ J ~ F'LUSHINQ VALVE ~ ~ PVC PiPE (1/4 WIDE SLO~ 2-1/2' D~ AT 4' O.C. RUNE ALASKA WATER & WASTEWATER CONSULTANTS, INC. PREPARED FOR: PHONE NUMBER: JEFF BENKERT (907) 549-442,5 ClNERAIdA TERRACE SUBDIVISION; LOT 5, BLOCK 1 9/21/2001 J.W.U./J.L.M. N.T.S. :50F4 DETAIL AND PROFILE OF UNED INTERMITTENT SAND FILTER (ISF) %--TH£ DISTRIBUTION UNE ~S TO BE 1-1/4 INCH ~ SCH. 40 PVC W~H I/4 INCH D~a~dETT. R HOLES · ~N~ MOTORING ~BE ~.) SP~ 18 ~H~ ON C~ (~ HO~ TOT~ / / /S~. ~ ~ ~ 1/4 INCH D~HO~ ..... 45 FEET LONO 1--1/4 INCH DISTRIBUTION UNEWlTH 1/4 INCH OLd. HOLES SPXCEO 18 ~NCHES ON CENTER (3O FINAL GRADER ~1' I FE~ OF SAND RLT[R RRAL (2+ ~ OF COW~) F1LTER IMPERMF.~.BLE oR~r I FgET OF SAND F1LT~R I --2 FL:-~ DEeP I: '~ ~ ' MAXIMUM I ALASIC6 WATER & WASTEWATER CONSULTANTS. INC. PRE. PARED FOR: PHONE NUMBER: JEFF BENKERT (907) 549-4425 L~GAL DESCRIPTION: CINERAMA TERRACE SUBDIVISION: LOT 5, BLOCK 1 TYPE OF WORK: DETAIL AND PROFILE OF DRAINFIELDS DATE: 9/21/2001 DRAWN ~: N.T.S. ~OF~ TRACT B LOT 4 ' ~S~'~VATER 8.: '~VASTE~VA"I ER ~ CONSULTANTS. IN,C,. .,,----.~:..~,~.~,-~,~,,, ,~,,~,.~~~....~ ~~--..:...~ [S01L LOG - PERCO~TION TEST[ LEG~ DESCRIP~0N: ClN[~ ~.~E, LOT ~ BLOCK (~..o ~ ORe,CS JT~ST HOLE ~11 '~~ SOIL CLASSIFICATIONS .~ ._ GW '====:ORG 3-- . .... GP ~ ML ML WffH ~[][~ GM CL ,~_ SOME SM ~ GC ~ OL ~ SW MR 5-- ~ SP CH  SM OH SC 7- DEPTH TO DATE GROUNDWATER 8-- DRY S/30/01 GREY/BLUE ML *'5' 9/15/01 9-- 10 B.O.~ 11 -- DATE 9/1/2001 12-- 13-- 14-- 15-- PROPOSED 3 BEDROOM PROPOSED S~flC UPG~AD[--~ HOUS£'-~ /4, x X\ ,' READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 1 9:00 - 6' - 2 9:30 30 1 3/4' 4 1/4' 3 9:30 - 6' - 4 10:00 30 I 13/16' 4 3/16" 5 10:00 _ 6' - 6 10:30 30 I 13/16' 4 3/16' 16-- 17-- 18-- 19- PERCOLATION RATE 7.2 (HIN./INCH) PERC. HOLE DIA. 6' (INCHES) TEST RUN BETWEEN 3.5 FT. AND 4.0 FT. 20 COMMENTS: PERC HOLE PRESOAKED OVERNIGHT. PERCOLATION TEST PERFORMED BY JEFF CARNESS. ** APPEARED TO BE TRAPPED SURFACE RUN OFF PERFORMED BY ALASKA WATER & WASTEWATER I, JEFFREY A. GARNESS, CERTIFY THAT THIS W$S PJ[RFORMED MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE: ~/Z?--//O! IN ACCORDANCE WFrH ALL STATE AND ALASKA WATER & WASTEWATER ~.-...' 4~ :~'i 1' '...7,~, CONSULTANTS. INC. ..,~.,~,,.,,~,~.,,.,,,.,~,,,~,,_,,,..,,~.,~,,.,,~w~ ........ 't r~ ~"'"~ ISOIL LOG - PERCOLATION TESTI ~.t-' '~' '("~-=-J" "':'"~ ~c~ O~ORI~ON: ~,.~ ~"~:~. ~' ..o~, °ATE: ~.o~, ~0i~" ' k-'~'..'''~ PERFORMED FOR: JEFF BENKERT ~*~) ~ ORC.~NlCS JTEST HOLE #2J MOIST, ML WR'H SOME SM 3-- 4-- 5-- 6-- 7-- 8-- 9-- 11 -- B.OSL MOIST, TAN ML SOIL CLASSIFICATIONS ~ GP ~ ML ,~gH CL GC OL ~o;j,~ SW MH OH ~ sc DEPTH TO GROUNDWATER DATE DRY 8/30/01 \i ** 3.5' 9/15/01 DATE READING CLOCK NET TIME WATER LEVEL NET DroP TIME (MINUTES) READING (INCHES) 12-- 13-- 14~ 15~ 16~ 17~ 18-- 19~ PERCOLATION RATE - (HIN./INCH) PERC. HOLE DIA. 6' (INCHES) TEST RUN BETWEEN - FT. AND - Fl'. 2O COMMENTS: ** SOME OF THE WATER CAN PROBABLY BE ATTRIBUTED TO SURFACE RUNOFF. PERFORMED BY ALASKA WATER & WASTEWATER l, JEFFREY A. OARNESS, CERTIFY THAT THIS W~S P~ERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE: ~/z~-/a! By: A].aska Water and Wastewater Con; 907 338 3246; Sep-20-01 15:04; Mnnlcipnlity of Anchorage Development Services Department Building S~'ety Division On-Site Water and Wsztewat~' Pmgrlm 4700 Bragaw Steer P.O. Box 19~50 Anchorage. AK 99519-6650 www.¢ I.nnchor~¢. ak.us (9O7) Page 2 PROPERTY OWNER AGREEMENT FOR TIlE MAINTENANCE OF AN ON-SITE WASTEWATER DISPOSAL SYSTEM This agreement, d~ted , is made between thc Municipality of Ancb. orage Development Services Department (DSD) and the property owner(s) of: This agreement is made for thc pu~ose of maintainlng ~n on-site wastewater dispos~l system on the subject property. The property owners agree to the following: Submit ~o the Municipality of Anchorage, on an annual basis, an inspection and operation statement from a registered professional engineer. This inspection and operation statement shall verify that the engineer has inspected all effluent and alt pumps, timers, and alarms, and that any deficiencies have been repaired and that the system is functioning ~s designed. (Signature) .-TeF£,ry, H. ~rinted Name) (Printed Name) SEP-19-2002 THU 08:23 P~ UNITED RENTfiLS 907 349 9683 P. 03 /~:~. MUNICIPALITY OF ANCHORAGE  DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME 1PHONE MAILING ADDRESS I I v LEGAL DESCRIPTION , ~ ~ DISTANCE TO: I ~r)~ ~ I Absorption ar%a PERMIT NO. ~ Manuf'ctur'r ~~ Liq. capacity in gallons Inside length Width Liquid depth /~ IF HOMEMADE: ~ ~ DISTANCE TO: Well Dwelling PERMIT NO. O Z ~ Manufacturer Material Liquid capacity in gallons Q Welt Foundation Nearest lot line PERMIT NO, ~ ~ DISTANCE TO:  ~ No. of lines Length of each line Total length of lines Trench width Distance between lines inches ~ Top of tile to finish grade Material beneath tile Total effective absorption area Q inches Length Width Depth ~ ~/' 18 ' ~ "~'~ ~°'~o ~q / Crib depth Total effective absorption area Crib diameter ~/~ ~/~ ~ Typeofcrib ~/~ Wel~0~ Build Nearestlotline ~ ~ DISTANCE TO: ,~ ~~°~ ~ Class~, ~ Depth Driller Distance to lot line PERMIT NO. ~ DISTA~Cfi TO: Buildin~ foundation Se~or line Septic tank Absorption area{s) ~UNiCIF/~LII t ~ ~ .......... OTHER PIPE MATERIALS ~ ~NVI (ON b8o~4 ~ ., SOl L TEST RATING~ REMARKS APPROVED DATE LEGAL 72-013 (Rev. 3/78) to. /~ P.O. ~ ,,., ,,, ANCHORAGE, ALASKA 99502-0',650 (907) 264-4111 TO,^¢ Y K,*~O ',VLES, DEPARTMENT OF HEALTH & HUMAN SERVICES January 10, 1986 TO: Permit Applicant Subject: Permit # 850025 Lot 3 Block 1 Cinerama Terrace Subdivision A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1985. Permits are issued on a calendar year basis by authority of Municipal Ordinance. A new permit must be obtained from this Department for any well and/or on-site sewer system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site sewer system the original as-built inspection report(three part form) must be sent to this office for review and approval,and for documentation° If there are any further questions, please call this office at 264-4720. Sincerely, Susan E. Oswalt Program Manager On-site Services SEO/ljw enc: Copy of Permit IP"tl LJ111'",41 ][ C:: ]E IF::" ¢~,, IL.... ][ T' '"¢' C:]~ F::" ,~'.:z~ lhql []: !F"~ ff]]~ IF:~:'. ¢'.::'.~!, !E.':.!i~ E.:.:_" DF. CI:::'ARTME]q'I" OF I"iEAI...]"H AI',ID IENV I I:'~'.[)I',IME[t',ITAI .... PROTIECT I O1',1 82".5 1 ....S'T'IREI:]iT, ANCHORAL:)IE ~ AK 9950 1 2'. 6 ,.'.I...... Zl. 72.] 0 F:'I.ERM I T NO: C? ,:~ .~" ~ DA]"IE I,.~::~ JL:.D, CJI lt'"ql ......... !-".!3; ][ 'T' E~ '=:: '") '"' 'm '=: t.J P G R A D E 0:1. 124 iF35 :EEl; lEE: l.l,,,.tl lei 1t::.".4: AI::'F:'L.~ I CANT: A D D R [ii: S S: COhI"FA[;'t" F'.HONE: "I"CIM L. I I:::'F:'S 1276 :t. OSH A N [; H 0 R Pi G E, A K :3 4 5- 4 :[ 0 8 99515 1...lEGAl...' DESCR I P: I...OT c ..... ,..~ .I. Z E. ,, L..OT . L. OCAT' I ON: SUBDIVISI(]N: CINEF~AMA SIEC'I" 101'-,t: :1. 'T'OWI',ISH I F:': 2,647A (SC!.. t:::"1",, OR ACI::;:I'ZS ) C I N IE R Aid A C I F;:. C L. IE I c e r' 't'.. :i. ?' y 'L h a t: 1. I am fam:i.l:i, ar' v~:i.'Lh the r'eclu:i.r'6~mer'lts 'Fr::H" c~r"r..'.s:i.'L,:.'.:.~ sewers and ,v,.~..z-::!.]..:~ as st:,:.:t fc)r"Lh by 'Lhe Mur'~:i.c:it;~a].:i.'Ly of' Anchor'age (MI]A) and 't'..he St.-~.'Le o(' Ala.:~.ka,, 2, Z w:i.].l inii.stall the system :i.n accor'darlce v,.~:i, th ali. M[:!A ,:::cH::l,'..:<:~i and r'e(:;iulat:i.c~r'~.s:, and :i.r'! c,.'::.ufqm].:Lar'lce wi'Lb i:.l"ie c:les:i, gr'~ c:r':i, ter:i.a ':]!;,,I will. adhere 't'..,.'::~ ,.'..'..',.;1..t. HOA and Sta+..e ~:~.~' ~lasl<a r'equ:i.r'emmr'~.t-~:i f,:::)r the set ba,:::k d i S'[',..ff¢.l'lC".E!~.~. {' f' [)ill -:':.']. !") y E..";.:.' i ~i'~. i Fig t.,'~.¢....~ I ]. ~, t/...I;..:.~.S'L(.~W.E.'.CIj..Sp d :i. sp,':::)!:;-;?:'~. ]. ~.'/!:F,l:..6.'.n"i (:]I" pL,'.f::.~ ]. :i. C: 'E~.E..~WSP.;?,t(~:j~:L'.'- !:i. ys'L(:.?m or] 'LI]:i.i~i c}r' any ,.:.':td.'ja,;::er]tL (:;,r' r'u..:.:.:.:..tr'by ].,::)t,. F'EF..:H I T NO .F.:,RTE 13:-;SUEF.:, ' RF'PL I CANT · R[:,[:,RESS · CONTRC.:Y F'HONE ' THOHR'.=., L I PPS 127Ed.. OL['., SE[,.IRR[:, HIGHI.qRY FtNCHOF.:RGE., AK 995:.t 5 345-442'7 [..EGFtl._ DESIZ'R I F': L. OT SI ZE: i L. OT LOC.:RT .T. ON: ; ]: CEF..'TIFY THRT: 2:. SUBD I ',,,' :[ S I ON · C :[ NEF.:FIHFI TERF.:FiF:E SECTI ON · :1.. TO[4NSHIF' ' i:tN C i NERFIHA C ]' F.:CLE LOT' 3: E:LOCK' i. RANGE · 3:[,] I I:IM FRIdlLIFtR I.,.IITH THE REQUIREI'dENTS F'IDR ON--.SITE SEWERS FIN[:, [4ELL:']; FtS SET FORTH BY THE HUN ICIPRLITY OF RNE:HOF. tFtGE (HOFI::, RN[':, THE STFtTE OF.' F.:ILFISKFI. I 1.4ILL. I NSTFILL. THE SYSTEI"! IN RC:COR[:,RNCE 1.4:[TH RLL. MOA CODES FIND REGL.ILFITIONS, RND IN COI'"IF'L. IRNCE I.,.tITH THE [:,ESIGN CF.:ITERIR OF 'THIS F'ERMIT. I I.,.IILL BDHEF. tE TO F~[..L MOF:I F:IN[:, STFITE OF' FIL. FISKFt F.:EQUIREHENTS FOR THE SET BRCK DISTRNCES FF.:OH AN'.,.' E',,.:',ISTII'.4G NELL .... NRSTEP.IRTEF.: [.',ISPOSRL SYSTEH OR PUBLIC :.T,E[,.IERRGE ::_';YSTEFI ON THIS OR RNY RD..IRCENT OR NE;RF.:BY LOT. IF FI L.T.F'T 'STFIT.T.'.'.Ff tS iN'.'5"FFtLLE£:, ~.N FiN RF..:EI=t .-:Ft','EF.'E'D EIY HOFI E:UIL[:,ING CODES., THEN ,::i::, FIN ELECTRICFIL F'E:F..:HiT FIND INSF'ECTIL-d'.4 HUST BE OE,'TFIINEE:,.~ ,';2':, Fr.:-;-BUILTS 1.411..L. NOT E:E flF'F'RIZ¢,,,'ED [,~ I I'HOUT FIN EL.E:CTR I CFIL I N:,F E_.T I UNP. EF .. F:'f, FIND ,' :'. ', THE ELECT'F. iICFIL [4ORt<~ST E:E'-. DON[:.: B"," t:::1 L. ICE:NL:.;EI)ELECTF.':I, C IFit"L :.~; 1,7.~,"4E [: ~~~. [:FITE: RF'F'L I CFtNT: 'THOt*I¢~'~ L i PFC:,/'/ ' MUNICIPALITY OF ANCHORAGE Department ~ Health and Environmental -~rotection 825 Street, Anchorage, AK. _J501 264-4720 * * * HANDWRITTEN PERMIT * * * WELL AND/OR 0N-SITE SEWER PERMIT Applicant: ~ ! /3 ~ ~ ~/~ng~ Mailing Address: /~ 7o / Location: Phone Number: Legal Description: / ~% ~ / ~J~ ~A-~q ~ Lot Size: ~ & ~'~ /~ ~ ~ T~rpe of Soil Absorption System Is: '~~ Trench: Drainfield: Seepage Bed: ~ Holding Tank: ~x~ N~ber of Bedrooms: ~ Soil Rating(sq.ft/br) /~ The Required Size of the Soil ~sorption System . ~.~7 n DEPTH ~,o / LENGTH ~& / GRAVEL DEPTH ,/z~ WIDTH ' '~. o / ~e length dimension is the length(in feet) of the trench or drainfield. The depth of ~ trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trencheS. The gravel depth is the minim~ depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE = GALLONS * * Pemi.t applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * * * TWO(2) INSPECTIONS ARE REQUIRED * * * Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Mi~tu~ 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. Minimtu~ distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER ~1, 1 9 ~'~"'* * * I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if the residence is remodeled to include more that 3 bedrooms. Signed: Issued by: Applicant Date: SW~/024 (l/el) ALASKA i dlRO m TAL CONTROL $ I4ulC $, I C. ~nqineeNnc1 6 Enaironmenial Studies May 16, 1984 Department of Health & Environmental Protection 825 L. Street Anchorage, Alaska 99501 Attn: John Lynn Dear John: On April 13, 1984 the water level in the testhol on Lot 3 Block 1, Cinerama Terrace was at 13 feet below ground level. We dug two more test holes up hill to the east of the test hole. the logs are enclosed. the last test hole was in a swale so the water level was slightly higher, -9 feet. Last fall the surface water was causing the test holes to fill'to the~.~3_~f~o~ level. The reason for the drop in water level in this part of the subdivision is that Cinerama Drive runs across the drainage. It collects water running downhill and diverts it into defined drainage patterns. The effect is the same one that we noted in Eagle River. I still recommend that the on-site systems be placed in the shallower soils. If you have any questions please let me know. Sincerely, Ler'o.~ C~}Reid Jr., ~h~, Preside~ PE 1200 West 33rd Auenue. Suite E~ e, Anchorcl% Alaska 99503,[907) 561-504t0 ALASKA EIUIROFImi FITAL COI1TF OL $1 I Ull2$, IFIC. I~nclineerinq $ I~nuironmcnlal Studies December 21, 1984 Department of Health and Environmental Protection 825 L Street Anchorage, Alaska 99501 Subject: On-Site Sewage Disposal and/or Well Inspection Report During 1984, a number of septic systems have been installed and inspected, prior to the establishment of the foundation(s). AECS has contacted (or attempted to contact) the applicants concerning the installation of foundation clean-out and pipe from the foundation to the septic tank inlet. In many cases, construction will not resume till in the spring; therefore, precluding any further inspections. Since the end of the year is near, with the expiration of permits, AECS is forwarding the inspection reports without a foundation cleanouts to your office. We understand that this will not eliminate this situation; nonetheless, the reports reflect the actual inspected installation at this time. We recommend you accept these as is. The Health Authority, site evaluation for these properties can confirm the installation of the cleanout. Conditional approval, based on required installation in the spring, may be required during the interim. If this office can be of further assistance, please contact us at 561-5040. Sincerely, L. D. Montgomery '-~ Supervisor, Environmenta 1 Department Approved By: MUNICIPALITY OF ANCN©R*,QE DEPT. OF HF;'-,LT.-~ 5, ENVIRONMENTAL PRC)I' F_CTION RECEt'¥' D 1200 J..Uesl 33rd J~uenue. Sulk J~, Anchorc~q¢, Alaska 99503,[907) 561-5040 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.a nchorage.ak.us (907) 343-7904 Parcel I.D. 020-035-05 1. GENERAL INFORMATION . CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAHILY DWELLING Completelegaldescription ClNERAMA TERRACE SUBDMSION; LOT 3, BLOCK 1, Location (site address or directions) ClNERAMA CIRCLE · ANCHORAGE, AK 99516 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address JEFF BENKERT Dayphone ,349-4425 570 EAST BENSON SUITE 21 * ANCHORAGE, AK 99505 Day phone Day phone Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: ,3 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System TYPE OF WASTEWATER DISPOSAL: Individual On-site [] Individual Holding tank [] Community On-site [] 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 4 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) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. 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 samples. (Certificates may be reissued for a period of up to one year with valid water samples.) 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. J Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $ at, or pdor I to closing for the engineering services provided. I 4. 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 application, shows that the on-site water supply and/or wastewater disposal system is(are) 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 investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm ALASKA WATER & WASTE'WATER CONSULTANTS, INC. Phone Address 6901 DEBARR ROAD, SUITE 2B * ANCHORAGE, AK. 99504- Engineer's Printed Name JEFFREY A. CARNESS, P.E. Date 337-6179 Engineer's Comments: In conducting this evaluation, AKWWC, Inc. attempted to provide a thorough, conscientious engineertng analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results descrtbed the performance of the system under the conditions encountered at the time of the test. and separation distances measured to readily identillable features. The operational life of ali wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate dudng the year, and the water usage of the family being served by the system. These conditions are outside the control of the eva/uator of the system. Satisfactory test results de not guarantee future performance of the system, horde they guarantee that there are no hidden defects or encroachments. AKWI/YC, Inc. can therefore not provide any warranty or future 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 authortzed, nor will it confer any legal tight whatsoever. 5. DSD SIGNATURE / Approved for "~ Disapproved. Conditional approval for Attachments: HAA Checklist Septic System Advisory Well Flow Advisory bedrooms, bedrooms, with the fllowing stipula~D_~." ' .... C'/~:~ .,c L'..-~. .:.~ ~ · WASTEWATcm : Manitenance Agreements Supplemental Engineer's Reort Other Original Certificate Date: Legal Description: WELL DATA Well M~e plaVATg Date completed Total depth 93 Municipality of Anchorage Development Services Department Building ~afety Division On-Site Water & Wastewater Program 4700 ~ Bragaw GL P.O. ~ 196650 Anchorage, AK 995'19-6650 www.ci.anchorege,ak.us HEALTH AUTHORITY APPROVAL CHECKLIST CINERAMA TERRACE S/D; LOT ,3, BLOCK 1, Parcel ID: 020-033-05 1/1985 fl. Date of test Static water level Well preduc~m WATER SAMPLE RESULTS: Coliform 0 colonies/100 mi. Arsenic: N/A mgJL. SEPTIC/HOLDING TANK DATA well Log ff N) Wires properly protected fi/N) Casing height (above ground) AT INSPECTION .9/25/2001 24 lt. 9.5 g.p,m. ~PERFORMED BY BRIAN W1LUE WITH ARROW PUMP & WELL SERVICE Other bacteria If A, B. or C provide PWSID# N/A 6anttary seal (Y/N) YES Casedto 93 It. FROM WELL LOG 1/1985 26 It. 25-30 g.p,m. Nllzate 1.15 mgJL. Date of sample: 9/17/2002 Tank Type/Matedal STEEL/S.T.E.P. Tanksize 1250 gal. NumbarofCombartmants 2 Foundation cteanout (Y/N) YES Depression over tank (Y/N) NO Date of pumping NEW Pumper ABSORPTION,FIELD DATA J*SELOW RN~L 0RN)EI Date installed 11/21-t2/t3/'zool Soil rating (~.a~_.~or It~redrm) 2.0 Length' g0 (2 O45') It, Width 5 It. Totaldapth ..2.o5-3.3it. Eff. absorptionare~**450 It~ Monitorlngtube YES Date of adequacy test NEW Results (Pass/Fail) - Fluid depth in absorption field before test - in. Water added - gal. Elapsed Time: - min. Final fluid depth - in. Absorption rote Any rejuvenation treatment (past 12 mo.) (Y/N & type) .12+ in. 0 colonies/100 mi. AKWWC, INC. Date installed 11/21-12/13/2001 Cteanouts (Y/N) YES High water alarm (Y/N) N/A New depth If yes, give date System type **TRENCH Gravel .below pipe 0.57-0.60 It. Depression over tleid NO For 3 bedrooms - in. g.p.d. *eR-ILS IS A LINED INYIr..RMII~:.NT SAND FILI'tJ~ ~"Y~I~I WITH A SECONDARY DRNNFI~ n **eTOTAL FOR PRIMARY AND RESERVE TRENCHES. D. UFT STATION Date installed 11/21-12/13/01 "Pump on' level at TIIdERin. Datum BOTTOM OF TANK E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Fe Size in gellons 1250 "Pump off' level etTIM~Rin. Cycles tested NEW Holding tenk Septic tsnk/tift station on lot100% Absorption field on lot 100°+ Public sewer main N/A Sewer/septic sewice line 25'+ Manhole/Access (Y/N) YES High water alarm level at 45 Meets alarm & circuit requirementS?. YES On adjacent lots 100% On adjacent ~ 100'+ Public sewer manhole/cieenout N/A N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Water main N/A Water sewice line 10'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Absorption field 5% Sudace water I00'+ Property line 10% Building foundation 10'+ Water sewice line 10'+ Surface water 100'+ Cu~ain drain 20% Weils on adjacent lots 100'+ COMMENTS Water main N/A Driveway. parklng/vehlcte storage G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections end rm4ew of Munlc/pal records that the above systems ere in conformance wfih MOA HAA guidelines in effeci on this date. Engineer's Printe~l Nature JEFFREY A. GARNESS Date , Fee$ gq,6----" Dats of Payment ~J~-q/~,~ . ,ecelptNumbe, ~-~0~)~ ~ (Raw. 12101) Waiver Fee $ Date of Payment Receipt Number in. 10'+