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Home My WebLink AboutMONROE LT 93A-2Monroe Lot 93A-2 #051-303-17 Municipality of Anchorage e Development Services Department Building Safety Division On-Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 4 www.cl.anchorage.ek.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. PID Number. 051.303.17 Namr Seven Peaks Investment LLC Wastewater System: ❑ New ❑ Upgrade 70MV. Tudor Rd And AK 99501 ABSORPTION FIELD Phwa. Nuribw of Bedrowme 229-3117 D Dep TWKh 0 Shallot Trwrll O Bed 0 MMM D Omar LEGAL DESCRIPTION Sal R" Tidal Depth from arpKWee Waft: 1.2 PD Fr 6 Ff. Block Lr SieaNaton: Depth b pipe bmwe from "wW pads: Graral depth Woad, pips: 93A-2 Monroe 2.5 Ft. 3.5 Fl Towmfp: Ra^W: Sw m: Fa added above earn" ares: Gov" Lwpm: 2 Ff. 35 Ft. Well: ❑New ❑Upgrade c`avN`i"h' N.anbw of Wm: D.atarce batween liras: 5 Ft. 1 0 Fh claw"mm, (P-me A B, c): Toe Dept: Geed b: Taal aeewprxn area Pare M"en": Exist' Private 150+ FI. 1 40+ Fh 175 Fe 3034 PVC Wier. Unknown Data Dnlled: 1959+1- Salic Water Lrrv". 7 hSta r Unknown Date ka1"ad: Fh 611511959 told: 0.5 Pomp 150 Cawq Nwarx Aoor. Grand: 1 TANK GPM Ft. Fl SEPARATION DISTANCES ® Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption Lift Holding ubliUPnvate""'*rad1fr DpwdT: From Tank Field Station Tank sew ane Unknown 10m 00 c". V40 85.8 96.9 50 Mat,mat: Steel fa of Cwrowhmelas: 1 2 Suraowatw 100+ 100+ LIFT STATION L" Lia 55 45 Sao,Gat ce+ld..d r. Fwa,dahcn 32 46 •Poop o,' argil at: ." " •r level at: er arm". "12h wat" in M In Culein Drain 1 50+ 50+ Para Mels a Model Elecvinl mepelbw,a pelrwmad by: R"wm This inspection report is to document this undocumented system. BENCH MARK It Is assumed that the well and septic systems were installed at Locstron w Dsea9lwn: the time the building was constructed. The exist'g monitor tubes "eNYm•d Ear".. 100.0 FL were replaced In July of 2006 by GLW Construction, Inc. Engineer's Stamp Inspections performed by: PANNONE ENG. SVC, LLC Dates: 1" 612212006 �....■ 4,t i OF ,,soil 2 712512006 .•`P, ............. Oi DevelopmentTy Services Department Approval : 7,.' #� Conditional Approval "' Date: T" r ........i.s0..... �....;................ .......................0 ♦ -..Steven R. Ponnone ,�.- �IC ;,,,.,.,.....:.... :. .. No. CE 8149 ar and approved by: Date: C,� +� �f' <<. �: �Reviewed ........ Municipality of Anchorage Development Services Department _ Building Safety Division On-Site Water and Wastewater Program. 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Pagel of 4 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number SW PID Number. 051-303-17 Name Wastewater System: ❑ New ❑ Upgrade Adneea U,dot Road, Anch. AK 99501 ABSORPTION FIELD Pfau. Number of Bsckoone' ODeep Trw-d 10Shallm TrwCh OBad DMovid DWw LEGAL DESCRIPTION Sad Ramp: Total Depot from o gwW yws, Biotic Lot sredNwre Doom to ppb bow from oN al Wade. Grant depth brtrath ppb' To natvp: Range: section: AN added abov. "net ands: or" L&V h Well: ❑New El Upgrade Grwolw4h: N rnberoflws uwn'be`-.w' ws: Ctasw/aa M (Private. A B. C): Total Depth cased lo: 1 Totalebowpon war Ppe Material EXiSt'g + F1 40+ r, 175 F? 3034 PVC Drina Data Drdw swk wal Leval: frwlaner. Date frnulMQ +- F1 Unknown 711511969 Y»a:PMro sat at, Caux; HapM Above Gtotma TANK 0.5 coat 150 Fl. 12 Ft SEPARATION DISTANCES ® septic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption Lift Holding ublkiPnvate ma`al ve'er0 cap-** Fran Tank Field Station Tank SewerLine Unknown 1000 Gat wed 85.8 96.9 50 Matat «' Steel N"ro«of Cor V *: 2 Barran wale, 100+ 100+ LIFT STATION Lot lir 55 45 Bw. MradacNer. Get 32 46 •puny ow N•" w: pure or WM a Hpn water ater m w Fwndal.rt M w N C~ aatm 50+ 50+ V Pure Make a Model EWOod Ir pecoms per"red ed br l"w'"BENCH This Inspection report Is to document this MARK undocumented system. It is assumed that the well and r.«atan.na Dearnptan: septic systems were Installed at the time the building A"'at"d E""ata 100.0 FL was constructed, or approximately 1959. The exist'g Monitor tubes were broken and fullof dirt.hey were Engineers stamp replaced In july of 2006 by GL-w eonsh uctlon, inc. ase �y �,•' 0 Inspections performed by: PES, LLC Dates: 1"6/22/2006 ;' 49TH `+,'�+0 at .s..:..0 2"°07125/2006 Development Services Department approval �' �(M R. Ponnoneari ;Steven +�,sjo, t 44 Conditional Approval by: Date: No. CE 8 fi�lO......... Reviewed and approved by: Date:eleejRESSICT�� •� Pannone Engineer...g Services, LLC Consulting Engineers P.O. Box 102954Anchorage, Alaska, 99510 (907) 272-821818 (907) 272-8211 Fax August 23, 2006 Mr. Mike Weiman Seven Peaks Investment 605 W. Tudor Road Anchorage, AK 99503 Dear Mr. Weiman: Subject: Lot 93A, Monroe S/D Site Investigation You contacted me to perform soils test holes to assist you in the subdivision of the above referenced property and to determine the suitability to install on-site wastewater disposal systems on the subdivided lots. Currently lot 93A is a single lot. There is an existing two- bedroom house on the property located in the southeast corner of the lot. This house has an existing undocumented septic tank and drain field located to the northwest of the building. The house has an undocumented well located within the structure. There is an AWWU 18" diameter sewer truck line at the southeast corner of the property. Topographic Information A topographic survey was not performed as part of this investigation. We did walk the entire site within the property boundary. The lot has to distinct areas. The eastern half of the lot is a plateau, while the western portion is lower at street level. The eastern portion slopes to the west at approximately 5%. The eastern property line is a bit steeper and slopes at 15 to 20 percent. The transition from the plateau to the lower section is through a 25 to 30 percent slope. Portions of this slope are comprised of fill and debris. The lower portion of the lot slopes to the northwest at approximately three to five percent. The grades are fairly consistent throughout the lot. See the attached site plan. Documentation of Water Availability to Serve Water Wells The subdivision is surrounded by documented and undocumented water wells. The well that currently serves Lot 93A was tested. The static water was measured at seven feet below the top of the casing with a total depth probed to 150 feet below the top of the casing. A recovery test was performed and the well recovered at a rate of 0.5 gallons per minute (GPM). An in-depth record research was performed of the MOA records. A summary of the surrounding wells as well as a copy of the well logs is attached to this letter. The results indicate that the average production of the wells for this area range from 0.4 GPM to 5 GPM. One well has an estimated flow of 55 to 75 GPM and is considered an anomaly in the analysis. Well production appears to improve as one moves north of the existing well serving this lot. Realistically, the well production on the Page 2 of 3 northern portion on Lot 93A would be expected to be in the 0.5 to 1.5 GPM range. This production meets the minimum requirements for the development of a four bedroom house within the Municipality. Site Investigation and Documented area for Septic Systems The site investigation was conducted on March 17, 2006. Five test holes were excavated on the lot on that date. The attached soil logs shows that we encountered a variety of soils in the test pits. The lower portion of the lot is covered with one to two feet of organic material (peat and root mass) with poorly graded gravels to silty gravels underneath. Three of the test holes had a layer of brown silt ranging from one to three feet thick under the organic layer and above the gravely layer. The test hole on the upper portion of the lot showed the organic layer had been removed and replaced with a one -foot layer of topsoil. The soil under the topsoil was sitly gravel, with clean fractured gravel underneath. We encountered bedrock in all five holes at a depth varying from 9 to 11.5 feet below the surface. Ground water was encountered in the four test holes on the lower portion of the lot. Ground water was not encountered in test hole five on the upper portion of the lot. The ground water was monitored through the seasonal high water period on the 14th of May. The ground water was measured at a depth of four to six feet below the surface on the lower portion of the lot at the seasonal high water level. Test hole five had water levels eleven feet below ground level on May 14, 2006. The percolation rates were measured between 1.5 MPI and 11.5 MPI, with an average rate of approximately 8 to 10 MPI. According to AMC 15.65.180, the required area for a subdivision with this measured percolation rate needs to have a reserve area of 12,000 square feet per lot. The attached site plan shows the approximate location of the test holes, proposed lot lines, known features that would affect the placement of a soil absorption system. The Municipality of Anchorage Regulations govern for single-family homes, and require a minimum of four (4) feet vertical separation between the bottom of a soil absorption system and ground water for a conventional system, have at least two feet of unsaturated native soil, six feet (6) to bedrock or other impermeable layers (tight silts and clays), must be located greater than 100 feet horizontally from any surface water (Creeks and ponds) and located over 50 feet up -gradient from a sub -drain system. Additionally, the accepting soils must have a percolation rate of less than 120 minutes per inch. A lot must have room for a primary and reserve soil absorption system. There is an existing undocumented septic system located on the southern portion of this lot. The system was exposed and documented. The house was built sometime in 1959. The construction material used in the system appears to be from the early to mid 60's. The exact date of installation is unknown — it is assumed that the septic system was C:\Work\Letters\93A Monroe_Soils_002.doc Page 3 of 3 installed at the same time as the house. During the investigation process, some minor damage was noted (collapse pipes, broken sump pipes and no filter fabric.) These issues were corrected before backfilling of the system, including installing a second clean-out on the tank. The septic tank is located 85.8 feet from the existing well, and the septic drain field is located 96.9 feet from the well. This system appears to have been constructed under the regulations in effect at the time of construction and met the separation distances required at that time. Conclusion In conclusion, the site investigation shows that conventional soil absorption systems can be installed on the subject lot based on the soils discovered, the percolation test performed, and the ground water monitoring conducted to date. The soils encountered are average percolating soils (8 to 10 min/inch). I would recommend using a shallow trench system. The attached site plan shows the 12,000 sf available area for on-site wastewater disposal systems as required by the MOA code. If you have any questions or concerns, please contact me at 227-3522 or 272-8218. Sincerely, Steven R. Pannone, P.E. President Pannone Engineering Services, LLC Attachments: G. Scott Crowther No. CE 6491 0 i 14 �t�l �. C:\Work\Letters\93A Monroe_Soils_002.doc PERMIT NO: SW RECORD DRAWING P.I.D. NO: 05"03.17 WASTEWATER DISPOSAL SYSTEM LOT 93 MONROE SUBDIVISION LOT 7 G ORLFIL ED TO THEE MAXIMUSLOPES SL BE M CO A B 50' SETBACK SLOPE OF 4h:ty, OR 25% FC 19.3 42.6 TO STORMORAIN T1 32.3 53.9 T2 40.4 60.6 i RESERVE ONSITE WASTE AREA FOR WATER 42.3 62.1 1 46.3 69.2 S DISPOSAL SYSTEM :1 $ 47.6 59.9 i 93A �I I 5% j THS/ I I ,W, LOT 93A>� i �12,000: i 2.44 acres 25% 10 soD I W`TM a / & APPROX. LOC- OF POSED LOT LINE 1 L � 5X N0 I TH 4 L7..1 10.0 10. �+ ` Q APPROX. LOON OF Lli' STORMDRAIN SWAL U Z I 7 — TH 2 TM APROXLOCH OF �•I w J 1 2.000. 2. ORMDRAIN SWALE Ly ' T I I 1 E%ISTG t000g a 2:1 /�� T1 SEPTIC TANK E%IST'G S°4 THB fT \ aR DC225%52 HOUSE / I 2:1 / EXISTG DRAIN FIELDG S% 1' WELL ............................................................ . .......... iIIi 71�5%-� _ -EXIST H&/._::MONROE MANOLE _,_ ' .18•DIPSEWER ' !% .__._------------------- — _ EXIST'G STORM \� EXIST'G SEPTIC AREA RUN-OFF SWALE----� � 44� OF ,i6(/ - _1♦ NOTES: 3) Exisrg structure size and 5) Exisrg well and septic are 1) All work shall be performed location is from a survey undocumented. • •••' '"'•• ;♦♦♦ - ' L9 ♦♦ •49TH In accordance with AMC15.65. performed by SENTEC %{s ; ,, ♦. 6) Exist'g well an septic Information 2) Materials used shall be In 4) Testhole location are Is from MOA records. Their .••••• .• • ..1 • ; •%'• accordance with those specified to approximate. No survey locations are approximate. In AMC15.65, Wastewater Disposal, was performed. `r , • � '8 C. Scott Crowther i PREPARED FOR: PANNONE ENG. SVC, LLC ♦ C, :, 'A.. ♦ No. 6491 ♦Seven ••••''••.• ♦ 1D--i'6-o6,.•. Mike Weiman Peaks Investments LLC P.O. BOX 102954 ANCHORAGE, ALASKA 99510 ♦ 605 W. Tudor Rd. ♦1 fr• 1.�•� Anchorage, AK 99501 272-8218 P, 272-8211 Fax DATE: 10.26-06 PLAN �it�;; ; (907)229-3117 SCALE: 1'=60' W 0 /W PERMIT NO: SW RECORD DRAWING WASTEWATER DISPOSAL SYSTEM LOT 93 MONROE SUBDIVISION P.I.D. NO: 051-303.17 0 I 0 N res TH6-/ `S2 EXISTG DRAIN FIELD 6% 5% APPROX LOC'N OF —7 PROPOSED LOT LINE L ❑ T 92 Z SET -BACK TO FC 9.3 42.8 w� w •� W 50' SET -BACK STEEP SLOPE T1 32.3 53.9 s% TO STORMDRAIN ExlsrG,00Og T2 40.4 60.6 c / HOUSE DC 42.3 62 t i RESERVE AREA FOR S1 463 69.2 N ON-SITE WASTE WATER 50.0 5 777 476 59.9 DISPOSAL SYSTEM / 93 / / 0 I 0 N res TH6-/ `S2 EXISTG DRAIN FIELD 6% 5% APPROX LOC'N OF —7 PROPOSED LOT LINE 0 _ — ' EXISTG --._. — — WELL f - — - — - — - — - — - - - - - _•- - - •-------•- -- EXIST'G SEPTIC AREA \� + '•••wWW��tlfrfr NOTES: 3) Exisrg structure size and 5) Exiseg well and septic are •`� �/ ��1� 1) All work shall be performed location Is from a survey undocumented. Q: •.•••"""" '•• ;`(��♦ In accordance with AMC15.65. performed by SENTEC 6) Exisrg well an septic information qr! g 2) Materials used shall be In 4 Testhole location are Is from MOA records. Their 6666VVVV': �� accordance With those specified approximate. No survey locations are approximate. iN".•........•.."''^^'; inAMC15.65,Wastewater Disposal. was performed. G. Scott Crowther F"" PANNONE ENG. SVC, LLC No. CE 6491Mike Welman P. O. BOX 102954 Seven Peaks Investments LLC ANCHORAGE, ALASKA 99510 • 605 W. Tudor Rd. q�W��•• Anchorage. AK 99501 272-8218 P, 272-8211 Fax frfrvit IM (907)229-3117 DATE: 07.25-06 SCALE: 1-=60• PLAN Z LIJ w� w •� W W s% \Q ExlsrG,00Og Tt SEPTIC TANK EXIST'G c / HOUSE 0 _ — ' EXISTG --._. — — WELL f - — - — - — - — - — - - - - - _•- - - •-------•- -- EXIST'G SEPTIC AREA \� + '•••wWW��tlfrfr NOTES: 3) Exisrg structure size and 5) Exiseg well and septic are •`� �/ ��1� 1) All work shall be performed location Is from a survey undocumented. Q: •.•••"""" '•• ;`(��♦ In accordance with AMC15.65. performed by SENTEC 6) Exisrg well an septic information qr! g 2) Materials used shall be In 4 Testhole location are Is from MOA records. Their 6666VVVV': �� accordance With those specified approximate. No survey locations are approximate. iN".•........•.."''^^'; inAMC15.65,Wastewater Disposal. was performed. G. Scott Crowther F"" PANNONE ENG. SVC, LLC No. CE 6491Mike Welman P. O. BOX 102954 Seven Peaks Investments LLC ANCHORAGE, ALASKA 99510 • 605 W. Tudor Rd. q�W��•• Anchorage. AK 99501 272-8218 P, 272-8211 Fax frfrvit IM (907)229-3117 DATE: 07.25-06 SCALE: 1-=60• PLAN 33' M. 50' ' LOT 92 LOT 93A-1 N 89'52'50 W 354.33' LOT 93A-2 1.22 acres 53,244 sf Septic Clean Out Pace C / Typ' IA . 1 Story House ---------------------- TL Ul ) Ewmmt -------- 1k _ _ N 89'55'46' W 354.22' — — ,CI T. *; 49TM MONROE AVE. Exlstinp Wel In Mcuae 8 N 17 19 ee.... ee..... e .N.e'r.... i .MICHAE . HORNE. 8 i — _ _ — _ _ — - No.l-5318`x----------- 9 '• '' LOT 102 f�ROFESS10Nt`e�� 1 \\\`�6 5ENTEC Surveying • Engineering SURVEY CERTIFICATION: SENTEC Inc. has 2525 Gambell Street, Suite 200, Anchorage, Alaska 99503 conducted a physical survey of this property as shown Tele: (907) 563-3835 Fax: (907) 5633817 on this drawing and that the improvements situated thereon are within the property lines and no AS BUILT OF: LEGAL DESCRIPTION encroachments exist other than noted. Lot 93A-2 Monroe Subd. EXCLUSION NOTES: It is the owners responsibility to ac t th f 06-4230 eirmne a existence o any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. NOTE: Under no circumstances should any data hereon be used for the construction or for the establishing of property lines. 1 , 50' I Qj 00 I W ' W C> W LEGEND © CABLE N m TELECOM. PEDESTAL M ELECTRIC TRANSFORMER M WATER VALVE ,Q WATER HYDRANT O SEPTIC VENT PERMIT NO: RECORD DRAWING DETAILS P.I.D. NO: 051.303-17 WASTEWATER ABSORPTION SYSTEM LOT 93A MONROE S/D Lq a1v3n mis San. ucaaar '•`� ;. rn 6 L35 .,„'� Z N w 0 3 NOV31Y 3aluMABmr 0 W �-- o§A U) ino Mv3t� a N �D . 1 LID IM3D 31af100 ' La)IfI31D Q F F C1 N LIDIN3D r h OF 4 tip ,,......... �# 49n+ �..... .. ......................i. 0 i ♦ i; G. Scott Crowther 6 . PREPARED FOR: Mika Weiman Pannone Eng. Svc., LLC 6491 P. O. BOX 102954 1� ; •_V 1�O♦♦ Seven Peaks Investments LLC 605 W. Tudor Rd. ANCHORAGE, ALASKA 99510 ,44411 Anchorage,99501 218 P 272-8211 FAX i„1\i��♦ 29-31 DATE: 0 NOT TO SCAT F DETAILS SOILS LOG - PERCOLATION TEST •�P(.`' • PANNONE ENGINEERING SERVICES CO P.O. BOX 102954 49 TM ANCHORAGE, AK 99510 p..... • (907) 272-8218 �.. G. Scott Crowther G.n% No. CE 6491 PERFORMED FOR: Mike Weiman DATE PERFORMED: 08-04.06 LEGAL DESCRIPTION: Lot 93 Monroe S/D TEST HOLE 6 1 2 3 4 5 6 7 8 9 30 11 12 13 14. 15 - 16 . 17 - 18 - 19 - 20 - Poorly Graded Gavel W/ 3- MSA R WAS GROUND WATER ENCOUNTERED? NO IF YES. AT WHAT DEPTH? -N/A- DEPTH TO WATER AFTER MONITORING? -N/A- DATE: SLOPE TEST HOLE READING DATE DROSS TME NEr TIME DEPM OF WATER NET DROP 0804-m x:32 4.58 T42 10 1115 6.87 x:42 4.55 2:52 10 11.25 0.70 2:534,48 307 10 1125 6,77 307 4.61 313 10 1125 6.74 PEROLATION RATE 1.49 Imin/inch) PERC HOLE DIAMETER 6 inches TEST RUN AT 3-4 FT :OMMENTS: Test hole excavated by PES. Test Hole was presoaked before perc test •! nb J•a ).`, fM1 � n � • t f 't "� �)'F "•I�r wA�t� *y vyj ?�,y y4 n' �� /✓ �•. r \ i,, "! ♦y, �t o.... /` .., " if Jy { y.♦ h1��'rrr i •f _. %f �` !'•�tV re�w r,( f �J�'F w� t, " , r!.'{- i,� y. i.✓:Y)f7�f }r • (," t,� � �1�\I t •,,,.x � Ski it ":• ' r r7. v y �� .,iY %. i�( �)1v,i •.}� ��i"•.,�.T��. Jl ti J :�,:sr.,'P .y�,.(��y. .+y, �,.v r <wf rlw';Y `�Jl -;�r� y.iv ,t.�'«l �F:��."'! '/h-`.t{`Ijr 4•:�'i rrv..��lJ, /' yy i� t., ;t yJ �♦ 1 � < ,,�,n H.nr,, ,r� 1i�,.'yr �,�l� (�ri X,` Ir `fr +� n 4 , .lJ�14 t. 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Box 196650 Anchorage, AK 99519-6650 WWW.MuW aWyrdih (907) 343-79w Pump Installation Log Parcel Identification Number: ab--� Legal Descriptlon Block Lot agLe, Ridrk Su oiivisia>7 sE•��,Sec-1i� 7,r�-IN,Riw Pamp Installation Date: 30 - Date of Issue: Property ajwner N4ame & Ad Pump Intake Depth Below Top of Well Casing: *P-7 8 feet Pump Manufacturer's Name Rn- WaWnq Pump Model: -4r10510,301 Pump Sim /00 hp Pitless Adapter Burial Depth:feet Pitless Adapter Manufacturer's Name: _ MPGdz /riQiTi ZVO Pitless Adapter Installer. A/A Well Disinfected Upon Com 1e/(��on?Y,� ❑,�,No Method of Disinfection: L l7hiho Y-s� )1:)M Comments: ThefO i5 onZk akuf- *-¢ Pik op plagW a1dPe panp ibXW. ��..►r p a� Cl Me, og 9q1-IWr7 Y'.5&- &1f1CfV1t, 3oA1/a• f14eGL did riot ren eMP,�r, Pump Instiller Name: L S Z 14k fA lar)en : f! % ComoanviehJvLCI) /Limit -Di S P S Mailing Address: pO. Box 77/236 State: Attention: The pump installer shall provide a pump installation log to DSD within 30 days of pump installation. Municipality of Anchorage Development Services Department • '� Building Safety Division `e Onsite Water and Wastewater Program :. 4700 South Bragaw St. s r y P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To• G. Scott Crowther Legal description: Monroe Lot 93A The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on _ R f h o w1 c h / 0 '.2 E -c 6 ❑ calculation error in design. _ IJa ., R o 7' Prz 9 YA ❑ Additional soils information needed. ❑ _ Water monitoring results Inadequate. _ a n R c v / �n �o iM e�✓ ❑ Discrepancy in information submitted. _ i, k cr o v t c e' 7 k s ❑ Topographic information missing or inadequate. _ l„ f/ f 3,,, l ® Incomplete; missing Drainage areas %�t�6� o It s f c e ® Incomplete; missing Public sewer lines and manholes - cleanouts. b t El Additional adequacy test information needed. ❑ Water sample unacceptable. 4-h ; s C ,) c0. h ❑ _ Measured/proposed distances/dimensions missing. _ b'e- I'SS v e4 Y, �� ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils information submitted. ❑ Well log required. _ ❑ Omission in narrative. _ ❑ Insufficient fill over tank or field._ ® Other. Steve Pannone must sign letter dated August 23 2006 to Mike Weiman Name of reviewer: ZTeff Poet Date: 10-26-06 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK \ Municipality of Anchorage • -� Development Services Department �• Building Safety Division On -Site Water and Wastewater Program ` 4700 Bragaw Street P. A 196650 Anchorrageage, AK 99519-6650 www.muni.org/onsite 1� �+ (907) 343-7904 / s CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 051- Zitxi' COSA # D(o053�- Expiration Date: _ ! — 2 7— p tai 1. GENERAL INFORMATION Complete legal description _Lot 93AA Monroe SID Location (site address) 15025 East lake Ridge Drive Current Property owner(s) Seven Peaks Investment Day phone 229-3117 Mailing address 605 W. Tudor Road Anchorage AK 99503 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 112_ 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual On-site ID Individual Water Storage ❑ Individual Holding Tank ❑ Community Class Well 13Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems 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 COSAs upon request to homeowners. Certificates of On -Site Systems 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 sample results. (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. 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 Certificate of On -Site Systems 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 Pannone Engineering Services, LLC Phone 272-8218 Address _P.O. Box 102954, Anchorage, AK 99510 Engineer's Printed Name G. Scott Crowther, P.E. Date 10/24/06 Engineers Comments: In conducting an adequacy test, l attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MOA DSD Guidelines & Regulations. Ile reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. 71ese conditions are outside the control of the evaluator of this system. All systems eventuall fail and satisfactory test results do not guarantee future perfomtance of the system, nor do they guarantee that there are no encroachments. PFS can therefore not provide any warranty for future performance nor give any estimate of ,t v continue to meet the operational requirements of the MOA DSD. 7be content of this reportis for the sole to owner Any reliance upon or use of this report by any other person or party is not authorized nor will it confer an ght what 5. DSD SIGNATURE 491A Approved for o2 bedrooms. 6 Disapproved. e. scop u+ownita s GE -6491 Conditional approval for bedrooms, with the following s: E ssroN_"`tee !O/2S/ ee Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: /v / v l Original Certificate Date: (Rev. 11A Municipality of Anchorage .. Development Services Department Building Safety Division On -Site Water 8 Wastewater Program 4700 Bragaw, Street P.O. Box 196650 Anchorage, AK 99519.6650 www.muni.orglonsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST A. WELL DATA Well type Private Date completed Total depth _tQ_ft. Date of test Static water level Well production If A. B, or C provide PWSID # _ Sanitary seal (Y/N) yip Cased to eft. FROM WELL LOO Unknown ft. WATER SAMPLE RESULTS: Coliform '- 12--colonies/100 mL Arsenic: JIM mg/I S. SEPTICIHOLDING TANK DATA Well Log (Y/N) No Wires property protected (YIN) Casing height (above ground) min. AT INSPECTION 4/rM ft. g.p.m. 0.5 g.p.m. Nitrate NO mglL Date of sample: 1083108 Other bacteria �C— colonies/100 mL Collected by: SRP Tank Type/Material Steel Date installed M59 Tank size 1000 gal. , Number of CompartrneMs 2 Cleancuts (YIN) Yes Foundation deanout (YIN) % Depression over tank (Y/N) IN High water alarm (YIN) rile Date of pumping 6MVM6 Pumper A Pumoina C. ABSORPTION FIELD DATA ' Date installed 6MH959 Sod rating (g.p d./ft2 or ft2/bdrn)1.2 System type 3-Wde Trench Length 35 ft. Width 5 ft. Gravel below pipe 3.5 ft. Total depth 7 ft. ER. absorption area 1j,')_ft2 Monitoring tube = Depression over field R2 Date of adequacy test 6H5IY006 Results (Pass/Fall) _pass For 3 bedrooms Fluid depth in absorption field before test 211 in. Water addedfo gal. New dep" in. Elapsed Time: j min. Final fluid depth dpt in. Absorption rate >= 600t g.p.d. Any rejuvenation treatment (past 12 mo.) (YM d type) If yes, give date D. LIFT STATION Date Installed "Pump on" level at _ in. Datum Size in gallons "Pump ofr level at _ in. Cycles tested E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAift station on lot 85.8 Absorption field on lot 96.9 Public sewer main 106+ Sewer /septic service line 55 Animal containment areas 100► Manhole/Access (YIN) High water alarm level at Meets alarm 6 circuit requirements? On adjacent lots 100+ On adjacent lots 100+ Public sewer manhole/deanout 104 Holding tank 100+ Manure/animal excrete storage areas 100+ SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO: Building foundation 32 Property line '�f' Absorption field 10 Water main nla Water service line 80 Surface water 100+ Wells on adjacent lots 100+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 45 Building foundation 46 Water main No Water Service line 80+ Surface water 100+ Driveway, parkhq/vehide storage 10 Curtain drain 75+ Wells on adjacent lots 100+_ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field Inspections and review of Municipal records that the above systems ere in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name 0. Scott Crowther. P.E. Data 10124MO COSA Fee E' oD� Waiver Fee E Date of Payment Receipt Number (Rev. 11/05) Date of Payment Receipt Number ov seorr aownaia L CE -6491 in. 1014 51,5 Municipality of Anchorage • Development Services Department P P : j Building Safety Division ` - On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Water Well Advisory Health Authority Approval # 060532 During a recent Health Authority Approval on-site inspection and test of the potable water supply well on Block , Lot 93A of Monroe subdivision, the well's productivity was determined to be 0.5 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 2 -bedroom residence is 0.21 gallons per minute. Although the subject well currently exceeds this minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. Restriction of non-critical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Health Authority Approval.