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Home My WebLink AboutFAIRMOUNT LT 19GREt ,.:R ANCHORAGE AREA BOR,.,.,GH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM ~ ~ I¢"~,u~/a~.,~ /, " LOCAT,ON,~'Vl /'/ ~'~'~ /'~ LE~ALDESCR,PT,ON 2','r ' SEPTIC TANK: FROM WELL ~'e,.,' ~ MANUFACTURER _ ~"7,~,~_,, MATERIAL _ COMPARTMENTS ~ UKAIN NUMBER OF LINES / DISTANCE BETWEEN LINES ~ TRENCH WIDTH~-~~' IN. TOTAL EFFECTIVE ABSORPTION AREA (-~'~'g.~ ~ SQ. FT. LENGTH OF EACH LINE __ DEPTH; TOP OF TILE TO FINISH GP,.ADB ~"~-'~"J'~ MATERIAL BENEATH TI E' I,. ,~____"Jq~:l. ABOVE TILE ~ IN. WELL: -- ....... '). BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION .... LOT LINE____ SEWER LINE TANK __, SYSTEM DISTANCE FROM: CESSPOOL , OTHER SOURCES APPROVED ...... DISAPPROVED SEWER LINE DEPTH: PIPE MATERIAL' LOT SLOPE: ~..~,/~' DIAGRAM OF SYSTEM Form EQ-032 GrEb .R ANCHORAGE AREA BOP gh [t~ 0c~ ~-~ PERMIT NO. DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, AL~KA 99/~03 ~ %, $~WAG~ DISPOSAL $¥$T£~ ~ APPLI~ATIO~ A~ P~RMIT NAME OF APP. L CANT ,NSTALLAT,ON LOCATION~J~ ~ ~ INSTALLATION OF: SEPTIC TANK TYPE AND SIZE Of PACILITY TO BE SERVED SEEPAGE PIT DRAI~ ~, OTHER fINANCED THROUGH 1~/ ~/~/ IS NOT VALID WITHOUT SOIL SOIL TEST RESULTS -- 7--//- 75 NOTE, .THIS PERMIT TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: Z4 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE SUBJEC,T:. '~--O~PROSECUTION'· '7? DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE 4 SEPTIC TANK SIZZE IOOO TYPE SEEPAGE AREA SI~E,/~~.~.#~E MINIMUM DISTANCES, REQUIREMENTS~.......i FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT DRAIN FIELD SEPTIC TANK TO SEEPAGE Pit WALL ~I~ I r~ SEPTIC TANK . SEEPAGE PIt ., DRAIN FIELD ~ · ~ TO NEAREST LOT LINE. WELL TO SEPTIC TANK t i SEEPAGE PIT i i ! DRA~N FIELD JOC) ALSO CONSIDER AREA WELLS. I I WATER MAIN TO SEPTIC TANK ~ .. SEEPAGE PIT . ~ DRAIN FIELD ----- I Oo/ SEPTIC TANK. ~ , SEEPAGE PIT DRAIN FIELD TO RIVER. LAKE. STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION § PEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE Pit FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVE:L. BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BORO~H ORDINANCE NO. 28-68 AND THAT THE ABOVE CONSULTANTS, INC. 249 EAST 515T AVENUE · P, O. F3OX 6087 · ANCHORAGE, ALASKA 99503 ' TELEPHONE 907-279'0483 · TELEX 09Q'35419 July 11, 1975 R & M NO. 562059 Mr. Paul Sellens Star Route A, Box 468 B Anchorage, Alaska 99507 RE: Test Hole and Soil Log Report for Sanitary System Lot 19 Fairmount Subdivision Dear Mr. Sellens: We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This investigation was per- formed in accordance with your request of July 10, 1975, and those procedures outlined in a letter dated December 19, 1974 by Mr. Rolf Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was put down within the Lot 19 area for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with an auger type drilling rig and the test hole was extended to a total depth of 17.0 feet below ground surface. The final lob 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 CONSULTANTS, INC. Jmes Roone 9 Vice President JWR/ja xc: GAAB T.H.-1 7-9-75 ORGANIC SILT -0.0' 1.0' SANDY G PJ~VE L trace to some SILT w/COBBLES (GP-GM) ' "10.0' SILTY SANDS w/SO~o .~. GRAVEL NO WATER TABLE 17.0' T.D. L~g Represents 'Lot 19 Fairmount Subdivision Paul Sellens I~3g of Test Hole Anchorage, AK Engineering I~ Geological Consultants Inc. ANC.O.A~[ FA,.aANXS ALASKA JUNEAU DaTE 7--10--75 ISCaLE 1.=3' JDWN BY WE~ CHKD SYWED Pmco. NO, 562059 OWe NO. A-01 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 Parcel I.D. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING 1. GENERAL INFORMATION Complete legal description Location (site address or directions) !, Proper. ty.0wner ,'.Mailing'address L~,'dir~g agency Ma~li~g address Agent Address Day phone Day phone /~//:~ Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: "~ ~ TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer X NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA #21 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. NameofFirm ~,LASiC.A cu/~,-q'C=,P--~ OJ.a&'3'C-z-w/Ff-'¢~--- --5'E:C--VlOC--'-'qPhone ~--~fT~ Address ~1 _, ~(-~ ~ ~' b ~~ Engineer's signature Date ~/2~ DHHS SIGNATURE Approved for Disapproved. Conditional approval for ~.~ bedrooms. bedrooms, with the following stipulations: Additional Comments By: ....... Date The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev, 1/91) Back MOA ~21 Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: LO't' ~.~t ;3 F'~ ir~w 0~ %~/D Parcel I.D. If A, B, or C, attach ADEC letter. Date completed / Cased to A. WELL DATA Well type Log present (Y/N) Total depth Sanitary seal FROM WELL LOG g.p.m. Date of test Static water level Well flow Pump level IPALITY OF ANCHORAGE ENTAL SERVICES DIVISION APR 1,~ 1992 RECEIVED ADEC water system number u N y4,Jo~ Driller uN I~J~ '~/ Casing height Wires properly protected (Y/N) AT INSPECTION SEPARATION DISTANCES FROM WELL TO: .~ Septic/holding tank on lot ~ F'~T ® Absorption field on lot J O~f ~''~' I~ Public sewer main Sewer service line ...... ur, RAGE ur ~, ..... sERVICES DIVISION RECEIVED ; On adjacent lots ; On adjacent lots Public sewer manhole/cleanout ~.Se Petroleum tank WATER SAMPLE RESULTS: Coliform Date of sample: Collected by: Surface water/drainage 72-026 (Rev. 7/91) Front B. SEPTIC/HOLDING TANK DATA Date installed-:' *,,,~/..~,~/'7~ Tank size ~OOO ~ Compartments Clean~b*ts,(~/~). W~;~';L Foundation cleanout (Y/N) ~O Depression " ' ?'" ~ ~ '~'~ ~ Alarm tested (Y/N) Hig~water alarm (,Y/N)' ~, ~ Dat~oi pumping ..... Z Pumper SEParatION ~ISTANQES~OM SEPTIC/HOLDING TANK TO: Well(s) on lot. ,~,~ Onadjacentlots N/A ~- ~ KL Foundation To property line ~O ~T. Absorption field JO ~ Water main/service line C. ~.~TION Date inst~.....~ Manufacturer~ Size in.gallons '"'..._~ Man hole/Access (y/N~..~'~ Vent (Y}N) ~at" /Y---"Pump off" level at High water alarm level~ ~Cycles tested Meets MOA electrical co~~ ~~ On adjacent lots ____ _ Su Date installed ~ ~ ~ Soil rating /'~ ~ S~stem t,,~e '~ . ~ ~ ~ ~ ~, .~ ~ ~ __ Length ~ FT. Width ~ ~' Gravelthickness ~ ~' Totaldepth Total absorption area ~ ~ Depression over field (Y/N) ' I~1C) Results (pass/fail) Peroxide treatment (past 12 months) (Y/N) Cleanouts present (Y/N) '"/F_- Date of adequacy test ~/~_~/~7_. for ~ bedrooms If yes, give date SEPARATION,. DIST~ANCE F~)M ABSORPTION FIELD TO: Well on lot JO'S- FFF,'r' On adjacent lots_ 17-:55' ~ ;~o'~Propertyline To building foundation ~5' FT. To existing or abandoned system on lot On adjacent lots ~/~ aa'F4-0 T~ P,l. Cutbank N/A Watermain/serviceline ~' Surface water ~-~ PT, (~) Curtain drain J~/~ E. ENGINEER'S CERTIFICATION oF- Driveway, parking/vehicle storage area__~f7 FT, ~) I certify that I have checked, verifi~ d, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. HAA Fee $ Date of Payment Receipt Number Waiver Fee: $ Date of Payment Receipt Number 72-026 (Rev. 3/91) Back MOA 21 CHEMICAL & GEOLOGICAL LABORATORY A DIVISION OF COMMERCIAL TESTING & ENGINEERING CO. 5633 B STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907) 562-2343 FAX:(907) 561-5301 ANALTSIS RESULTS for INVOICB t $14i9 Chemlab Ref.! 92.072i Sample # I Matrix: WATER Client Sample ID PWSID Collected Received Preserved with TAP WATER 5700 RABBIT CREEK RD. UA FEB 25 92 @ 08:45 hrs. FEB 25 92 ~ 09:30 hzs. AS REQUIRED Client Name :AK WATER & WASTEWATER SERVICES Client Acc# BPO{ : PO# :NONE RECEIVED Req# : Ordered By Analysis Completed : FEB 26 92 Laboratory Supervisor : STEPHEN C. EDE Send Reports to: 1)AR WATER & NASTEWATER SERVICES Parameter Results Units Method Allowable Limits NITRATE-N ND(0.10) MG/L EPA 353.2 Sample ROUTINE SAMPLE COLLECTED BY: GARNESS. Remarke: I Tests Performed ' See Special Instructions Above UA-Unavailable ND- None Detected "Sea Sample Remark~ Above NA- Not Analyzed LT-Less Than, GT-Greater Than ~SGS Member of the SGS Group (SociOt~ G~n~rale de Surveillance) Alaska Water & Wastewater Services "Preserving the Last Frontier" April 5, 1992 Municipality of Anchorage Department of Health and Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99516-6650 Reft Health Authority Approval (HAA) Application for Lot lg, Fairmont Subdivision. To whom it may concern: 1. NELL ADEQUACY TEST: Attached is the HAA application for the subSect lot. An adequacy test was run on the weii by pumping 1.76 GPM (average flow rate) for a total of 255 minutes. The total volume pumped was 450 gallons. The static water level, at the beginning of the test. was 25 feet from the top of the weii casing. The drawdown on the well, at the end of the adequacy test, was 79 feet from top of well casing. Thirty minutes later, the well recovered to 69_~_~et. Three hours later the well had recovered to 54 e~-~et, and was still recovering at a rate of one inch per minute. During the recovery period, the homeowners utilized some unknown quantity of water. Consequently, the previously mentioned data is conservative, and the well is capable of producing 450 GPD. 2. NELL LOG: No well log exists for the subSect lot. was able to confirm there was no water entering the well from above the assumed bedrock elevation (-60.0 feet). This was determined by drawing the well down and listening for incoming water. In short, it does not appear to be perforated within the first 40 feet of casing. 5. SEPTIC SYSTEM ADEQUACY TEST: The septic system was tested for adequacy by introducing water into the sump located at the end of the trench. The sump could not be used as monitoring tube since it appeared to be constructed from non-perforated pipe. Nater was introduced into the sump at a rate of 1.76 gpm for a total of 255 minutes (450 gallons). Nithin the previous 24 hours the homeowners had introduced an estimated 500 gallons into the system. Consequently, within the 24 hour period, 750 gallons had been introduced into the trench. The system absorbed the entire volume without backing into the septic tank. Consequently, the system was deemed to be adequate for a three bedroom home (450 gpd). Telephone - Fax 338-3246 · 8471 Brookridge Drive · Anchorage, Alaska 99504 4. FOUNDATION CLEAN-OUT: I was unable to find a foundation clean-out. The initial inspection report, dated 6/25/76, did not show a foundation clean-out either. 5. SEPTIC TANK 85 FEET FROM WELL: The well is located only 85 feet from the septic tank. A waiver of this separation distance was approved by DNHS on April 2, 1992. If you have any questions, feel free to caii me at ~57-6179. If all goes well please send the HAA directly to the homeowner. Thank you. 3AG/jag diamondI. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION ON-SITE WASTEWATER DISPOSAL SYSTEM INSPECTION ENGINEER FIELD AUDIT LEGAL DESCRIPTION: ENGINEER: EXCAVATOR: AUDITOR: SIGNATURE OF AUDITOR: CHEMICAL & GEOLOGICAL LABORATORY A DIVISION OF COMMERCIAL TESTING & ENGINEERING CO. TELEPHONE (907) 562-2343 5633 B Street Anchorage, Alaska 99518 Drinking Water Analysis Report for Total Coliform Bacteria TO BE COMPLETED BY WATER SUPPLIER [] PRIVATE WATER SYSTEM Mailing Address Cay Mo. Day SAMPLE TYPE: //~ cR;:~l~;ample (for routine sample with lab ref. no. [] Special Purpose Slate Year [] Treated Water [] Untreated Water SAMPLE No. LOCATION . , % 31 I Time Collected Collected By TO BE COMPLETED BY LABORATORY Analysis shows this Water SAMPLE 1o be: /J~ Satisfactory [] Unsatisfactory [] Sample too long in transit; sample should not be over 30 ho-rs old at examination to indicate reliable results. Please send new sample via special delivery mail. Date Received Time Received ] C~,~"- Analytical Method: Membrane Filter * No. of colonies/100 mi. Lab Ref. No. Result* I I--C1 I i-i-I I ~ READ INSTRUCTIONS Membrane Filter: Direct Count Verification: LSB BEFORE Fecal Coliform Confirmation COLLECTING SAMPLE FinaIReported ByMembrane FIItet..Becultl~..~L ~/" TNTC = Too Numerous To Count OB = Other Bacteria BACTERIOLOGICAL WATER ANALYSIS RECORD Coliform/lO0 mi BGB Coliform/lO0 mi t p.m. Tom Fink, Mayor unicipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 March 31, 1992 Jeffrey A. Garness, P. E. Alaska Water & Wastewater Services 8471 Brookridge Drive Anchorage, Alaska 99504 Subject: Waiver Request for Lot 19 Fairmont Subdivision Waiver Request #WR920011, PID #017-111-11 Dear Mr. Garness: Your request for waiver of the required 100 foot horizontal separation of a septic system to a private well has been approved° The approved separation distance is 85 feet from the well to the septic tank. This waiver approval applies to the existing septic system to well separation only. Any future upgrade to either will require all separation distances be met or another approval from this department. Sincerely, Daniel J. Roth Civil Engineer On-site Services Concur: ~rSammi On-site Services ljm:#6 .5-./ 2.3 T-o Th) L /o /9 ¢0? TR B /7 5301 RABBIT 5500 TRB RICKY 263 · 24] 25 ~ 'm~ 5501 5531 26 27 56(: 562.1 ' --29,415430 28 j 298 ,~'~¢ 15500 5641| GR. 3137 Alaska March 1, 1992 Municipality of Anchorage Department of Health and Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99516-6650 Water & Wastewater Services "Preserving the Last Frontier" RECEIVED MAR 6 1992 kef: Request for Waiver of Separation Distance, Well to Septic Tank, Lot 19, Fairmont Subdivision. To whom it may concern: On February 26, 1992, while performing engineering services for a Health Authority Approval (HAA) on the subject lot, I noted that the septic tank was located only 85 feet from the well. According to the initial inspection report, dated 6/23/76, the septic tank was located 100+ feet from the well; however, it had yet to be drilled. Somehow the well was drilled after the inspection, and was installed at a location other than originally proposed to the inspector. Regardless, currently the well is only 85 feet from the well and a separation waiver will be necessary for my client to obtain an HAA. The following is an item by item evaluation of the criteria outlined in the "Separation Distance Waiver Guidelines for SCRO", prepared by the Alaska Department of Environmental Conservation (ADEC), January 3, 1985. As per the instructions of this guideline, since the well penetrated bedrock (assumed based upon depth of well on lot 19, and geological profile from well on lot 20), I will only consider the separation distance from the bottom of the septic tank to bedrock rather than the separation distance to the water table, which in this case is a confined aquifer accessed through fissures in the bedrock. i . GEOLOGICAL: a. Due to the fact that there are no well logs available for most of the adjacent lots, it is impossible to develop a bedrock profile for this particular area. There are no well logs for lots 7,8,9,10,17,18, & 19, Fairmont Subdivision. There is a well log for lot 20, Fairmont Subdivision. This well is located approximately 85 feet away from my clients well on lot 19, and is only about 5 feet higher in Telephone - Fax 338-3246 · 8471 Brookridge Drive · Anchorage, Alaska 99504 elevation. Since it is the only geological information I have, and it is so close to the well on lot 19, I Nil! assume the well on lot 19 has a similar geological profile. The well log for lot 20 (attached) indicates that bedrock (sedimentary) was encountered at 65 feet, and a confined aquifer was encountered in fissured, porous rock at t64-J67 feet. Drilling was discontinued at 180 feet, still in bedrock. The confined aquifer rose to a static water level of 55 feet in the well. During my site visit, I lowered the probe of my well sounder into my client's well and appeared to hit bottom (or some other obstruction) at around 98 feet. I believe the pump is set at around 95 feet since I was unable to draw the well down below that level during the adequacy test. The static water level in my client's Net] was measured at 25 feet. Consequently, it is clear that the two wells "found" access to the confined aquifer at different, elevations. It is apparent that neither well is supplied directly by water from above the bedrock. My field investigation on 5/t/92 confirmed that there was no water was entering the well from above the assumed bedrock elevation (-60.0 feet)_ This was determined by drawing the well down and listening for incoming water. b. The depth from the bottom of the septic tank to bedrock is estimated to be 43 feet (see the attached drawing). This separation distance corresponds to a point value of 5.0. The soil sorbtion below the septic tank (assuming 16 feet of sand with small amounts of clay and 27 feet of clean gravel) is estimated to be .93. The water table gradient is not applicable since the well is supplied from a confined aquifer and does not induce a hydraulic gradient from the septic tank to the well. The point value for this is unclear (Ii assume it would be 7.0). The horizontal separation distance is 85 feet, which corresponds to a point vatue of 2.4. 2. SPECIAL_ CONSIDERATIONS: or construction techniques concerns. There are no special materials used to mitigate geological OTHER CONSIDERATIONS: a. Only JS~ of the separation distance needs to be waived. b. There is over lO,O00 ft2 of property per bedroom. c. There are no aspects about the lot shape or structure which would have an impact on the decision to grant, or not grant the subject waiver. d. The well is privately used by a family of four. In addition to the above, it is important to note that the well was tested for bacteria and nitrates on February 22, 1992. It tested "non-detected" for both nitrates and bacteria. In short, it appears that the septic system not contaminating the well on lot 19. The well on lot 18 is located 170 feet from the septic tank and should not be concern. The well on lot 20 is over tOO feet from the septic tank and is "tapped" into a confined aquifer 150 feet below the ground surface. The next closest well is located on lot lO, which is on the north side of Rabbit Creek Road, and is several hundred feet from the subject septic tank. If you have any questions please contact me at 537-6179. Sincerely, ~G/jag diamondS.wps '0 ~ a~.99' I I ~ ,~oX q 1 I I L~o· I I CED. T I FICXXT [~EE k~ ~ou k~ O I 8 9e73383246 04/02/92 09~00 P.01 Alaska Water & Wastewater Services ' Pre~erving the Last Frontier" F_AX FAX #3;$8-5246 //_ L)RTE: ....... i.l~..,f~_~.j.__.[,.~.~ NUMBER OF PAGES; ('~ncludtng Telephone: 8471 Brookrldge Drive, Anchorage, Alaska 99504 · (R07] 337.8179 8 907~03246 ASSU/'L T SURVEY 04/02/92 09:00 P.02 \r "'Z 4: , ¢ WATER WELL DRILLED ......... OUT TO THE DEPTH 1 ~ teet Charge Xor LLEDAT'THE RATE OF 't2~'O° PER FOOT. Steel casing seater to b.5'l'ee~ OWNER ~zancls Johan~ 3q>-q~7~ ION OF WELL SITF Lt* ~lk. Sub, ~rnie Claus ox Fnr.~art TzllltnC Works. LOG: ' lb'" SLlty san~ 6ravel. ~ clay binaex,. ~ }l~e gravel with ~ ci~'~._ ' A wet sllty sana 11ne 6ravel. ~0~: '~edroc~ ~ ee~i~enta~ ~oc~. ~ ' ts very goou, W~ter proouction ts ~ug~n, with water .recover~'b~c~ ~ l'eet of surface. ~/q hor~e submersible at 1~0. to 1~ feet, ~en 1bO shoula be ~P~ Cost, '~ mobilization cost, ~eling generous, ~ncis, so T'm just going to charge you for ; the '6cll be~in~ng to pz*o~uce water, I thought, w~o says REC E IV ' :,~IN UDEG ALL LABOR AND MATERIAL FOR ~OMPL~ION OF'SAID DRILLING CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF ,~h THANK YOU VERY MUCH. ~' ' B~RNIE CLAUS O~ RAMPART DRILLIN~ WORKS .... ,DAT~~ ~'CC,:['tr 24, 1~,~ .T F ,,S OUT U..E..^, 'O.,V ~-~.(~ ~L ['6-'' c Phone Mailing Addre~ t-~)[~~ ~ ~'~_> Zip Code "ealtyCo.&A~t (:~ /~/(,..[,1 ~1 ,{L" ;', /C.'~'~' .I/L¢'(~.~ Phone Legal Descript~n/ . ~ ~x' r~ ~ Type of Resi~nce Slngle Family Multiple Family No. of Bedrooms ~ Other Water Supply ~lndlvldual ATTACH WELL LOG A wall log Is required for all wells drilled since June 1975. '~ 'Community For wells drilled prior to that date, give wel~ depth (attach log if available). : Public Utility Spwer Disposal ~ Indlvid~l Year individual Installed: ~'Publlc Utility When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSlNG CAN BE INITIATED. Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: [ ~) ~PPROVED B~ROOMS 'CONDITIONS OF APPROVAL ( ) DISAPPROVED CONDITIONA~APP~L' Bolls ~lln~ D~I~ ~w~r In~t~ll~d Well To . " Well to Tank Septic T~k Size 72.023 (31~) ALASKA I?'lIRO[lIll{ TAL cOrITROL IrIC. April 4, 1953 Carl & Helen Reed P.O. Box 10-486 Anchorage, Alaska 99511 Dear Mr. Reed: A well flow test was conducted at Fairmont Subdivision Lot 19 Block 0, March 29, 1983. Initial static water level was at 25 feet. The well pumped 8 gallons per minute for 20 minutes. It then fell off to 3 gallons per minute end slowly continued to decline untill it stopped after 44 minutes. In that time it had produced 261 gallons. The well was allowed to recover for 2 hours and 15 minutes.. At this time the static level was at 31 feet. The well was started again and drawn down to 94 feet its lower level. It produced 138 gallons in 19 minutes. The last 5 minutes at 94 feet the flow rate was 2 gallons per minute. The test was stopped and the well recovery observed. After 58 minutes static level was at 48 feet. Time Recovery Volume Total (min) (gpm) (gal) (gal) 0-30 1.5 45 30-60 1.0 30 75 60-90 .65 19.5 94.5 90-120 .35 10.5 105 Thus after 2 hours recovery there are 105 gals in storage. Well was again pumped down to between 91 to 93 feet and left to run at preset 1 1/2 gpm. For 15 minutes at this flow rate. This 3rd test used 90 gallons o~ water. Test started at 1150 and terminated at '1620. In 4 1/2 hours well had produced (261 + 138 + 90) or a total of 489 gallons. The well should produce sufficient water for a three bedroom house if water management is practiced; The 1,440 gal per day is more than adequate. Sincerely, Fete Sapala Civil Engineer I200 West 33rd'Auenu¢, Suil¢ B · A.c~oroqe. Alosko 99503 · [907) 276-1361 ALASKA ,iUIROF/m F1TAL COFITI OL Se dlCeS, IFIC. ~nqin¢¢rin§ $ ~nuironmcnlal SIudics APRIL 4 1983 MUNICIPALITY OF ANCHORAGE DEPT. OF liE/',LTH & ENVIRONMENTAL PROTECTION CARL & HELEN REED P.O. BOX 10-486 ANCHORAGEA AK 99511 RECEIVED SELLER - CARL & HELEN REED SUBDIVIS ION-FAIRMONT BLOCK-0 BUYER -PALMER LOT-19 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN UNKNOWN AREA. THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 1000 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 3 BEDROOM HOME. THE SEPTIC TANK WAS PUMPED ON 3/18/83 . SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF THIS 3,,~_ _~IOUSE. ~',g,\fi,.."".... ~.~' ee ~ ''ee ~ ~. 1000 IS ADEQUATE FOR 1200 [Ucsl 33rd Auenu¢, $ui1¢ [~ · Anchora§¢, Alaska 99503 · [907) 276 1361 21, 1903 Carl Anchorage, Ak 99511 Subjcc't= Lot i~, Fair~{.,nt Subdivision A;.,proval Jlor the individual se%;er and wat~r £acilitics cannot be q3ranted until the following ite~.ls have b~gen com~leted: ,~>%~ well log s~o~aitted to this ofcice for our files and The water analysis report needs to bu sub~!~itted to this office from the Ch~n Lab, 5633 B Street, ior our reviews. ~ The septic t~u]k [~umped with a receipt sub~ittcd to ti]is ~ An adequacy test needs to be performed on ~h~: ~;xi~ting /] leaching area. This test will det(~rraine J.~ the f;ystem is ~ ~ ade~]uate according to k-,~ational f~tandards. A listing o~ ~ ~)rivate firms i)erforming the test is enclose<~. 'i'his ~[')ort needs to be submitted to this orifice for our review. Plea~c notify this Depart~aent for a reinspection ~hen th~ noted discrepancies have been corrected. If th~re are any further questions, please call this office at 204-472U. Sincerely, JR177/e j/~l Ji~ Robe rt~ Associate Environ],~c~ntal Sp~cialist Enclos~Jre