The URL can be used to link to this page

Home My WebLink AboutT12N R3W SEC 15 LT 26 M 109.8'501-06 Lc 4 ;) (a 00 From:Brent Western To:Townsend, Curtis L. Subject:Re: T12N R3W SEC 15 L26 M - 5101 OMalley Date:Thursday, March 19, 2026 4:10:48 PM [EXTERNAL EMAIL] Screen shot - see DEC response and they didn’t send us anything and would just add to MOA file for future use. Please excuse brevity and typos - on the run, voice texting, … sent via iPhone - Thanks, Brent On Mar 19, 2026, at 4:04 PM, Brent Western <firstwaterak@gmail.com> wrote: They just sent an email. I’ll forward it. Please excuse brevity and typos - on the run, voice texting, … sent via iPhone - Thanks, Brent On Mar 19, 2026, at 4:00 PM, Townsend, Curtis L. <Curtis.Townsend@anchorageak.gov> wrote: Thanks for this. Did the DEC provide a classification of this well? https://dec.alaska.gov/media/tt3obhlt/dec-dw-classification-form- fillable.pdf do you have a well log you could provide to us for this property? Owner Name: EPISCOPAL DIOCESE OF ALASKAINC Site Address: 5101 O'MALLEY RD Anchorage AK 99507 Parcel Number: 01550106000 Legal Description: T12N R3W SEC 15 LT 26 M 109.8' Curtis Townsend, PE Onsite Water and Wastewater Municipality of Anchorage 907-343-7908 From: Brent Western <firstwaterak@gmail.com> Sent: Thursday, March 19, 2026 11:26 AM To: Townsend, Curtis L. <Curtis.Townsend@anchorageak.gov> Subject: T12N R3W SEC 15 L26 M - 5101 OMalley [EXTERNAL EMAIL] FYI - you could add this to the MOA file if you want, but the septic serving this church was recently upgraded and also the low occupant, sporadic use classifies this well as private and not public. Attached some DEC docs along with the Holt final asb if MOA wanted to add to file. Be Safe, Thanks! Brent M. Western OR FWCS TEAM FIRST WATER Consulting Services FirstWaterAK@gmail.com Office / Msg: 907-350-9566 N 90000'00"W 109.85' s M CV Lo C? 00 Lo LC') i 00 W Lo Co W O � O � o � O O Z o s • Z • .MH. GRN • 5�E0 HSE. �e e BSM7 ENTRY j W / i O 2 O 109 TORY 6LDG I I BELL 1126.0 60.1 TOWER p0R 17.0 W000 RAMP I •WELL Pa�P WELL. Pit PSP� N 89057'26"W 109.85' iq r QUALLEY ROAD • i O.H. POWER LINE WELL OF A,Cgs�OpO 49 !H*IS s SHANE A. HOLT �4P LS-6914 ... �Q/es sional CONFL/CTSBETWEENIX/STING STRUCTURESAND PLATTED LOTLINESAND/OR EASEMENTS,'AND /5 ��p00o NOTTOBE USEDFORPOS/T/ON/NGADDMONAL STRUCTURES, IMPROVEMENTS, ORFENCEUNES. EASEMENTSO 5SINDID, OTHERTHANTHOSEAPPEAR/NG ONTHERECORO PLAT,ARENOTSHOWN HERE, /CT rENCEINES MA R ON TODETERMNE NOTE.'FENCEUSO T 9309HOLTLANDSURVEYING R ER SITIOYAPPEAOAALIMS VEMNGARENOTTOBEUSED PROPERTYUNESORPOREON A IMPROVEMENTS. EXCESS/VESNOWAND/OR/CE. ANCHORAGE,AK 99507 AMCH A K 995 YBEANAL ANYPAV/NGSHOWNHEREONMAYBEAPPROX/MATEDUETO 907.223.8615 SEWER SYSTEM MANHOLE • SEWER SYSTEM PIPE AS-BU/L T SURVEY 1 " = 50' NO CORNERS SET THIS DATE HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY THE EAST 109.8' OF THE WEST 219.6' OF LOT 26, SEC. 15, T12N, R3W, S.M. ; EXCEPTING THEREFROM THE SOUTH 75' AS DEEDED TO THE STATE OF ALASKA, DEPT. OF HIGHWAYS, AS RECORDED 9-27-72, AT BOOK 447, PAGE 236 ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EXIST OTHER THAN NOTED. DATED AT ANCHORAGE,ALASKA THIS _13 TH DAY OF DECEMBER 2025 9878, FB 120-3, 159-56 244-29 245-13 PID:015-501-06 DEC PLAN TRACKING NO.: PA-000721 FIRST WATER CONSULTING FYI: The well is classified as a private well & the 200' radius does not apply. Adjacent septic pipesare 100'++ from adjacent well. T12N R3W SEC 15 LOT 26 M 109.8' WASTEWATER ABSORPTION BED REMOVABLE CAP MONITORING TUBES - �� INSTALLED VERTICAL SURFACE MOUNDED TO "LEVEL" w/4" PERFS INSURE DRAINAGE AWAY WITHIN SEWER ROCK FROM BED = W Z J N W z 0 � \ N � X 6" 12" SEASONALLY HIGH STATIC GROUNDWATER TABLE 2.5" TYP 4'+ NATIVE SOIL BACKFILL / COVER �-EXIST. GROUND SILT BARRIER 5' �.� 5'o z 4" PERF PIPE (PERFS z DOWN) co BED ROCK OR OTHER IMPERMEABLE BARRIER _ 3 COS AT zo z o INSTALL 4 OTHER BED SECTION END OF BED m COs BETWEEN SCALE: NTS LATERALS Q FCO & SEPTIC D 0 TANK FOR O� v MAINTENANCE... CO o o O o o o 0 o BACKFILL MOUNDED Mft AWAY FROM BED MT 4" SOLID 1500-GAL ABS/PVC PIPE ® HDPE 2% TO TANK GREER S.T. 4" SOLID ABS/PVC PIPE 2% TO DRAINFIELD OF AZ4, �* 9TH' *� I I ` rtis Huffman ,W 04 CE 128991 �w 1 02/02/26 4' NATIVE SOIL BACKFILL / COVER GEO-FABRIC/ INSULATION 1.5' OF i"A SEWER ROCK CLEAN SEWER ROCK 4" SOLID MANIFOLD 4" PERF PIPE LAID LEVEL LEVEL HOLES DOWN LAID LEVEL BED SYSTEM PROFILE SCALE: NTS PAGE 2 OF 2 T12N R3W SEC 15 L26 M 109.8' DATE: 02/02/2026 PREPARED FOR: EPISCOPAL DIOCESE OF AK SURVEY: HOLT (AKA CHRIST CHURCH EPISCOPAL) DRAWN: FWCS SCALE: NTS 5101 O'MALLEY ROAD PAGE: 2 OF 2 ANCHORAGE, AK 99507 ANCHORAGE AREA B , Depertment of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ,~.~.~Z'/~-~ ~/d/~-~/~//~J/MAiLING ADDRESS /~ ~/~ ~/~ J~-/~ ~HONE / LOCATIO~ ,~ //~/~ LEGAL DESCRIPTION ~g~-/~ ~/~/~ ~ .~--r-'~-~.. C TANK: DISTANCE FROM WELL //~/ MANUFACTURER NUMBER OF COMPARTMENTS INSIDE LENGTH INSIDE WIDTH -- LIQUID DEPTH -' .LIQUID CAPACITY ~'c~) GALLONS. .~SEEPAG E PIt: N~O~,BER OF PITS LINING~M~.TERIAL BUILDING FO'O'O~U N DA~O N ADDITIONAL ABSORPTION DIAMETER ~ -LENGTH~,, ~ CRIB SI.~/ DIAMETER DEPTH DISTANCE FROM?"-~LL ~ TOTAL EFFECTIVE ~ , , jNE/AREST LOT LINE . . ABSORPTION AREA (WALL AREA) ~ SQ. FT. WELL: TYPe Z~l/~/.~.~ CONSTRUCTION gl// ~"~/~-//¢/~/ DEPTH BUILDING NEAREST 1~- NEAREST /7* FOUNDATION ~''~2'~/ LOT LINE /~ SEWER LINE ~/~ TANK DISTANCE FROM: SEEPAGE SYSTEM CESSPOOL ~ OTHER SOURCES '-' APPROVED DISTANCES: INSTALLED BY: ~'/~////~C// PIPE MATERIAL: LOT SLOPE: REMARKS: ~ Form No, LQ~031 DIAGRAM OF SYSTEM DATE GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT INSTALLATION OF: PERMIT NO. MAILING ADDRESS SEEPAGE PIT DRAIN FIELD OTHER TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH TO BE INSTALLED BY FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE: DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. ~ SIZE tYPE ~?/~O seepage area SIZE TYPE ., DRAIN FIELD SEEPAGE PIT ALSO CONS[DER AREA WELLS. , SEEPAGE PIT DRAIN FIELD I CERTIFY THAT [ AM FAMILIAR WITH THE ~EQUIrEMENTS OF GREATER ANCHORAGE Area BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE W]TH SAID CODE. ~ ~"~ ., i * P~/,-~formed F6r. Leo Sawyer ·' ' '" Leos . ' ~-- uace ~e . p ] Descr]p,]on, . Lo~ ~: .~. vforaed May 12, 1973 ~ ' .26 Block Subdivision ~'' T~TM Form Reporgs So~]s ko9~ Depth __Feet Soil Characteristics 8" organics ' Gravelly Silt, tight, ,It brown (GMSM) 2---' 4 ~ It brown (SM) ' , .____,. $11,t.with Scattered layers of gravelly " ano sandy silt'grading intO.silt an . - --7 ........ Brown clave~ ~i1~ . ~/a$' Ground .14~ter Encountered?..y2s~=' Yes, At ~ha't'l)epth? 6feet ~Proposed In.sta~on: Seeps e P~ · . ' ...... ?,epth Of Inlet g ~ t,, _xx. Dra~n F~eld - ,.~'~t~,~'s :~rhe ~o~ ~a~~~p~/o_ aott?, o~ ~ t ~~ ~~roo~ .......... ~t~u T~mr~a~ercolatmn rate of 265 sq. ft.~ ~~~ineral & Materials Lob,'Inc[. GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT NAME OF APPLICANT INSTALLATION OF: ~ TANK TYPE aND SIZE OF FACILITY tO be SERVED SEEPAGE PIT ~, DRAIN FIELD ~ OTHER FINANCED THROUGH so,~ TEST RESU~_'rs ,~ ~'~:~.'g COMPLETION DATE ANTIC'PATED If7 3 TO BE INSTALLED BY NOTE: THIS PERMIT I$ NOT VALID WITHOUT BOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL iNSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. TANK SIZE MINIMUM DI~TANOE~, REQUIREMENTB FOUNDATION TO S~'f~C TANK ALSO CONS]DER AREA WELLS. ~ i DRA~ ~ F,ELD ~~ CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING ~AP OF EXCAVATION 5 FEET INTO UNDISTURBED SO]L. 4 INCH DiAMETE~ CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT fITTED WITH AIRTIGHT REMOVABLE CAPS. CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. LICENSED I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE ,~NT OF ENVIRONHENTAL QU~,L,,Y 3500 TUDOR ROAD ANCHORAGE, ALASKA 99502 CASE # 7-SS Performed For Leo Sawyer .... Legal .Description:' Lot..26...Block. This Form.Reports Soils Log Date Performed May 12, 1923 Subdivi's'ion Sec. 15~ T12N R3W Perco'l ation .Test Depth Feet Soil Characteristics 8" organic,s Gravelly Silt, tight, It brown (GMSM) Sandy silt, some sdattered clasts, it brown (SM)' · Silt with scattered layers of gravelly silt and Sandy silt' grading into silt and c~ay at 9' (ML) · , Brown ~layey silt, Some sand ML - CH ; Was Ground Water Encountered? ,yes If Yes, At What'Depth? 6£eet Reading Date Gross Time Net Time Depth to H20 Net Drop i , i 'Percolation Rate Minute Proposed Insta'llation: Seepage Pat x~ Drain Field Depth Of Inlet Depth To Bottom. Of Pit Or Trench COMMENTS: The above materials have a calculated ,~equired perdolation rate o£ 265 sq. £t., ,, per bedroom Alaska Mineral & Materials Lab, Inc'. -rest I%'r formed