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HomeMy WebLinkAboutARGYLE LT 1Argyle Lot 1 #015-141-20 (Rev 05/UL/1 b) Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 2 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP241094 PID Number: 015-141-20 Dwelling: ❑■ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑t Upgrade Name Lori & Glenn Clare ABSORPTION FIELD ❑ Deep Trench ❑■ Wide Trench El Bed [:1 Mound Site Address 10811 Lipscomb Street ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade 3 1.2 GPD/SF JTotal 8.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 4.0 Ft. Gravel depth beneath pipe 4.0 Ft. Subdivision Block Lot Argyle 1 Fill added above original grade 0.0 Ft. Gravel length 40 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Absorption ',� Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station i Tank Line 400 Ftz 1 N/A Ft. Well 100'+ 100'+ NA NA 25'+ TANK ❑p Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Greer Capacity 1000 Gal, Surface Water 100'+ 100'+ NA NA Material Number of compartments Lot Line 5'+ 10'+ NA NA NA HDPE 2 Foundation10'+ 10'+ NA NA LIFT STATION Manufacturer Capacity Remarks Gal. Alarm location Electrical installed by PIPE MATERIAL House to tank 3034 Tank t03034 drainfield Installer Hultquist Homes, Inc. Drainfield 3034 cO/MT3034 Inspector PES BENCH MARK (Assumed elevation) 415.9 ft Inspdeaction est 05/21/24 06/11/24 Location and description es:2nd 3'd 06/12/24 411 06/12/24 See Site Plan, Bottom of House Siding ON-SITE WATE D WASTEWATER SECTION APPROVAL Engineer's Stamp Akjs Conditional Appro a . Date �� OF. `49 TH Pannone Septic System=E s149 <?�o /o12J1202—'l - Approved Date .� "`� Note: this approval does not include well permit requirements. (Rev 05/UL/1 b) 1000GAL GREER POLY TANK PROFILE SCALE: NTS PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP241094 Work Type: Septic Upgrade Tax Code Number: 01514120000 Site Legal Address: ARGYLE LT 1 G:2636 Site Mailing Address: 10811 LIPSCOMB ST, Anchorage Owner: CLARE GLENN M & LORI Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: 5/24/2024 5/24/2025 48544 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: A test hole is required prior to construction of the absorption field, in the location shown on the site plan, to confirm minimum separation to impermeable soil and seasonal high groundwater, as well as percolation rate. Construction may proceed at your own risk prior to 7-day groundwater monitoring. If results require a design change, construction shall stop pending approval of a change order. Please submit results with the inspection report (or change order, if required). Received By: Issued By: Date: Date: 3 Community Development Department �` J 1 Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON -SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 015-141-20 Property owner(s) Lori & Glenn Clare Mailing address 4600 O'Malley Rd Site address same Day phone Legal description (Sub'd., Block & Lot) Argyle L1 Legal description (Township, Range & Section) Lot Size 48,544 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑x Initial ❑ Single Family (SF) ❑x (w/wo ADU) Septic Tank ❑x Upgrade ❑x Duplex (D) ElHolding Tank ElRenewal 1-1Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. IW� (Signature of property owner or authorized agent) Perm�it% ush Fees��gS fio l ro/ $5'y&iver Fees: ati5 areof Payment: 05L�2¢ Date of Payment: Receipt Number: 0-78446 Receipt Number: Permit No. OSP2 q-I094- Waiver No. PermitApp__• :-.,:c- Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com Mailing: P.O.Box 1807, Palmer, AK 99645 Telephone: (907) 745-8200 FAX: (907) 745-8201 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska Subject: Argyle L1 Septic System Permit Request This is a design narrative for a permit to install a septic system upgrade on the subject property. The proposed upgrade will serve a proposed three (3) bedroom house. This lot and surrounding lots are served by private wells. Currently there are no wells within 100 feet of the proposed upgrade. 1. Soils: A test hole was performed on this lot by James Tuttle in 1970. Two test holes were performed on the lot to the south, Argyle Lot 2 by Michael E. Anderson. The shallowest groundwater observed was in test hole 2 performed by Anderson at a depth of 14’ BGS. No bedrock is noted in the surrounding soil logs. Based on the surrounding soil logs and percolation rates an application rate of 6.0 gpd/SF was used for the design of an advanced wastewater treatment system on the subject property. It has come to the attention of PES that the groundwater table in the area has changed drastically, and a number of septic systems are under water. For the purposes of this a presumptive groundwater elevation of 0.0’ BGS was used. PES will perform a test hole, percolation test and water monitoring prior to installation of the wastewater treatment system to conform groundwater elevation, and percolation rate. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. 4. Topography: See attached site plan for area topography. There are no steep slopes exceeding 25% within 50 feet of the proposed drain field. 5. Drawing Markings: The Drawings are marked “For MOA Review Only”. When written notification that the review is complete and no further comments are received from MoA On-Site Department, the note will be removed and “For Construction” drawings will be issued. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241094, Curtis Townsend, 05/24/24 Mailing: P.O.Box 1807, Palmer, AK 99645 Telephone: (907) 745-8200 FAX: (907) 745-8201 The proposed installation will not affect the future development of this or the surrounding lots. If you have any questions or concerns, please contact me at (907) 745-8200. Sincerely, SRP Steven R. Pannone, P.E. F. ASCE Owner/Civil Engineer 17 May 2024 4KK0-nTI00rn 3--I D N �=-i<vlc�oo.��=Ep i c Ocnl(n Ko D(n -0m-iZ X -<�_OmDDpm 0 �-P c OOI(n �_(n Dz1D(n -0-1Z -0 -<om;O0m>0_X 0 f c0 I Dim ZU1Dr�tDv� m� D-9m ZN�O>F- co h OO -<DO�OO 40M � m G -0zzmcmFn p w D �Un ZD DNm� mCD--7 � 1x �Ln z-0 moilD-NNp 0(> p= z7 v> co�o - DM:q;0 ZD 0m m =m?p � pm mo m Al. zm'p00 p NDm w -plO Dz1-- (n Un x �O pn> n^ xz O O �cn 0pOGpmm ,z O NO mLn m �� cl) 0O �D ((nC) to^z r OZ p m -O -OLm -I < r r� � K —I O mo to FTJ ---I ic m Sm� w X � oZ x m DaF1'o � x Q.m (Tl 00 D 0 c m w� + N U -�v m X (f CO o � Z y'� O m O m O m0 m o p om>m m— -1 to -I ————————————— —— —————— — ————— --- Z DImm 1 x m Z'm mM-mmw-xmO'ntn cn`nLmn>m _ A^ A- o z >m-ZzcjO \�i1P-2s2 -C- Qti,e—\\-S) t�at-------- - - ---- zcoOzOrn D =__n c1 w �n�w no=—Zmo0m�_r_ mi �mm=oiDZ wz nwmmmmmocKo oz �Zo'zm�-__o II-/�tnDmvmi �w-0m�= >rn `niDmz c000-hov �o ' m� I ZmUoo nommNp mDr�� O�0tnam ^t2 „tntr't I ozDZo o'UDxm momw- O-1wac:o Z3 n 1 ommrr SOD-,MO Nomzz °2 r am " n A A n'; m aZ�_t0O m n =Z0o0D DU 7o f n\ zom ZZzov' ozz�zv 9R,-, mmmOmz o� C nba I Zvwi mm zzc oLn m a I I mmm2-n mwmzom wDvi �DoOo2 wmA,vD<Zo-n / / � o�zD mo ZA'0m m - Omm0; —-1� II II \ Ammmm om °o o °wm:I., N'a II I I r w m o=vzi \ =/I �k Lno I I r=mm m K m�� oon ry ( I I I mmZ o Ao� \ I R Fi o I I II 0Z: Ln E Fomz = aoo AA 00D D mm 1 RQ� y mk -<> p � I I I D OOV AO OOON 0MD 0 o�mZZ zo 0o c 1 / =mwA Ow Zm czv �oAo,u z o m 0� cf _oz�zzo _ on nm°o° zm--oa;zaz� -- - -- - -��- I 7mc !'*1 O / NO WELLS WITHIN 100 a = 2 2 I ^'�g•,e O 0 m / FEET OF PROPOSED p n ° ; Z N m mzi UPGRADE m A tn II ow�w o�� I✓ / _rr' m m_ � tl 9 -Dim m r 6n \ I NOTES: PANNONE ENG SVC LLC (C.1. 1088) REVISIONS UAIL P.O. BOX 1807 PALMER, AK 99645 QF 5/24/2024 FOR CONSTRUCTION PHONE (907) 745-8200 FAX 907 745-8201 P REV 1: 6/6/24 SCALE CHANGE ORDER 49 1" = 60' DRAWN ACP ARGYLE L1 *• m •• ••• P.I.D. NO CHECKED SRP LORI & GLENN CLARE a onions 01IT141-20 PERMIT NO. 4600 O'MALLEY ROAD �024.0 OSP241094 SITE PLAN ANCHORAGE, AK SHEET 1 OF 2 F m O "^> A � m N A W N -• O {p pp J Q� N A W N -' y r W N Z O/� R n m o N v O= Y. 0 = I Qp 5 cn N 0 \ m N !J. m D AA (i a O O O z > I r a Z m y 0 m O O zr a A �Fl m * �Z-0 nN .j N -� omm _u-< OC Z r A O ~ _ _ O n - z A O m o m D 0 m O { p = ::E � z m D l D D :� N ab z 0 :D D Z m - D^ - m m = m SLOPE y z o °oso;SEE SITE PLAN zm� �� 0 Z ymov mg n D m -m G�mD W A n LIPSCOMB Street - T *m -0 m n0 m° � - 0 ; ) o 3 m� D D ? > m z z 0n0 0 (n s0rm d Nxm 0 Z D y m G) cn z Z m a r > I z D m J/ vi I � � I —I\+\ - I DN m -ten �< C m •A D F LA Z \, I \ I Ck > z n n �I j r Q z -i Mm \ NOTES: PANNONE ENG SVC LLC (C.I. 1088) REVISIONS DATE P.O. BOX 1807 PALMER, AK 99645 .�,� 5/24/2024 FOR CONSTRUCTION REV PHONE 907 745-8200 FAX 907 745-8201 �4 1: 6/6/24 SC NO SCALE CHANGE ORDER ARGYLE L1 LORI & GLENN CLARE 4600 O'MALLEY ROAD •• •••••• tleannona .zo4o6.1 REV 2: 6/10/24 DRAWN ACP P.I.D. NO 015-141-20 CHECKED SRP PERMIT N0. OSP241094 SHEET SOIL LOG ANCHORAGE, AK 2 OF 2 PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) 2.2. SCOPE OF WORK: INSTALL SYSTEM IN ACCORDANCE WITH THE ATTACHED DESIGN AND SPECIFICATIONS. 0 FEET 0 FEET Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241094, Curtis Townsend, 05/24/24 040.002 Date: May 31, 2024 Client: Pannone Engineering Services, Dan Project: 10811 Lipscomb Street Anchorage, Alaska Crowther Associates C,0 4 2 Particle Size Distribution Table (percent passing subject sieve size) Sample Source Test Pit Moisture Content 5.5% Sieve Size Percent Finer Percent Finer Percent Finer Percent Finer 3 inch 100 1-1/2 inch 100 3/4 inch 100 #4 95 #10 81 #40 5 #100 2 #200 1 0.02 mm xx Classification medium grained Sand(SP) Invoice 216 1632 Bellevue Circle /Anchorage, Alaska 99515 Telephone (907) 349-2198 / E mail: 907crowther@gmail. com MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and od entered into as of this Day of tuts of 20L 4 , by and between fth U I U- tV0dy QS, 1 Yt C. • , herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systcros. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as Advantex located at (legal description) Argyle L1 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. nI It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). 4 Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. G� Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page I of 3 Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. (IDI-I Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without a new t Certificate of On -Site Systems Approval. GI��7 Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/ 18/2018) Page 2 of 3 OWNER: By: (signature) Date: C,GGiJ�,1 �111+f U 1�� (print name) STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this 2eCA day of �Aw—� 207,�A, by OF .ALASlE� h4 \. NOTARY PU LI FOR AL SKA i�I'TARY PUBLIC ;.. My Commissio�T pires: 5(2zA2Cn-C A6hlee I Vgn® I.: MUNICIP LITY: By: (signature) C— ' is 7`0 (print name) Date: j 2 `( 2-p �- `l Title: C t vl L- (rev. 05/18/2018) Page 3 of 3 GAAB-HD-I GRc4TER ANCHORAGE AREA BOROUGH HEALTH DEPARTMENT 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILING NAME ��'` ADDRESL � _`—ogle -PHONbL' LOCATION �� I%% /--1=- f �}0 �' LEGAL DESCRIPTIONXi ".4.4p� S Ali SFPTIC' TANK. DISTANCE FROM WELL /W./44-44 MATERIAL - �- 1 NUMBER OF COMPARTMENTS LIQUID CAPACITY GALLONS. INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS LINING MATERIAL --" ef ` s NEAREST LOT LINE / TILE DRAIN.FIELD: DISTANCE FROM WE NUMBER OF LIN ABSORPTZN AREA OUTSIDE DIAMETER OR WIDTH ��� LENGTH /"'� `DEPTH DISTANCE FROM WELL llel BUILDING FOUNDATION TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA), SQ. FT, DEPTH: TOP OF TILE TO FINISH GRADE , FOUNDATION NEAREST LOT LII STANCE BETWEEN LINES - TRENCH W LENGTH OF EACH LINE TOTAL LENGTH OF LINES IN. TOTAL EFFECTIVE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL: P/��/�fc' DISTANCE FROM WATER TYPE DEPTH BUILDING FOUNDATION. SAMPLE NEAREST _ NEAREST SEPTIC — SEEPAGE .57;5�441,' �f✓ �� 't OTHER LOT LINE SEWER LINE TANK SYSTEM i 5L , CESSPOOL , SOURCES DISTANCES: DIAGRAM OF SYSTEM ��- r� . DATE / �'cd✓�, 2/ APPROVED �– f HEALTIFT AUTHORITY GAAB-HD-2 GREATEP ANCHORAGE AREA' 9ROUGH Case No. HEALTH DEPARTMENT 327 Eagle St. Anchorage, Alaska 99501 279-2511 SEWAGE DISPOSAL SYSTEM - APPLICATION A PERMIT NAME OF APPLICANT -10,421 C Ll e MAILING ADDRESS &4 17-9' PHONE N RESIDENCE ADDRESS 2!t,'. L;/ % -/ *LOCATION OF INSTALLATION e LEGAL DESCRIPTION Id L - LIP'- 2 2 APPLICATION TO INSTALL: SEPTIC TANK /60o , SEEPAGE PIT _ , DRAIN FIELD , OTHER TO SERVE THE FOLLOWING FACILITY FINANCED THROUGH 'SQ/I/,- TO BE INSTALLED BY .. Z!°_ A -e- ZSA(!A ✓a t> PERCOLATION TEST RESULTS %C' ��j`. ANTICIPATED DATE OF COMPLETIONL ec- -19 BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT THIS IS TO SERVE AS , PERMIT TO INSTALL A AS DESCRIBED BELOW. SIZE OF UNIT TO BE SERVED k�l 'D -,q_ - .SEPTIC TANK SIZE TYPE SEEPAGE AREA -12 9 12 TYPE o DIAGRAM OF SYSTEM DISTANCES: A_.8 - T3 C Zo ' C '`p well _ / "a r HEALTH AUTHORITY I I I I I I I I I I I I I I I I OR LICENSED DESIGNER 1-ortify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. above described system is in accordance with said code. DATE sLf.&,IC Z2 7y APPLICANTS SIGNATURE C 28-68 and that the 3REATER ANCHORAGE AREA BOROUGH HEALTH DEPARTMENT CASE 0 327 EAGLE STREET ANCHORAGE, ALASKA 99501 Performed For 'Tn) in �'�.�p ic e_ ________�-_ Date Performed 1 _T a �, A Mi Legal Description: Lot�I BlockS ds.vision c ',c This Form Reports a: Soils Log�.i Percolation Test Depth Feet Soil Characteristics 7"he S� �OrILO►-� q�7�9eurs S. a 1enSes a ploro,c; wi'a th . n is e rrake. n� c,ppears on f ke W'os.t 3--L"11 o f fhe excuuui i'urn ' 6w The GW has a h414 eubbi-r. and 6.oLdAer Lcm4.end. 11 �!' S� IS IUUS2Iy Ct,ry�pltG�iQ i.+��17 G �Therc ctr< some errc.4� c i�e66lc. fehses. !hese �"s 7 GW a vl e x + re vr, t cp v I.� S �1 rUG�e v►, (ki these se•dikneiifs. t c5' Was Ground Water Encountered? %1/p �0 If Yes, At What Depth Location Sketch 5 Reading Date Gross Time Net Time Depth To H2O Net Drop erco a lon are , n>> A Proposed Instal 't�io'n `Seepage Pit Drain Field Depth Of Inlet X. . r Depth To Bottom Of Pit Or '?Tench COMMENTS: � .�.......�....._..r..,....... Test Performed By:_ Data Certified By: 2 Dame! S 1026 GREATER ANCHORAGE AREA BOROUGH 104 W. NORTHERN LIGHTS BLVD. ANCHORAGE, ALASKA PLAT STATUS: Final DATE: June 7, 1966 Borough Tax Assessor Charles Harvard Borough Health Department Alaska Railroad Anchorage Natural Gas Corp. Spenard District ' Chugach Electric Assoc., Inc. Alaska Dept. of Highways City of Anchorage Fire Marshall Central Alaska Utilities =` City of Anchorage Traffic Engineer Matanuska Electric Assoc. City of Anchorage Telephone Utility Matanuska Telephone Assoc. City of Anchorage Public Works Dept. Asst. Superintendent of Mails City of Anchorage Property Management Agent City of Anchorage Municipal Light and Power Dept. Re: Subdivision/ Ral eXIM( Description of Property: 7.5 acres, the, sub6i.vislon of 8121 Lot 12 and the N 1/2 of Lat, 210 locs;trid in :�ect:ion 22,, T12N, i-t3?'gip Gentlemen: S.i`. (to be F notvn as jtir,7y1 :jt:bdAvisi on) Petition has been received by the Greater Anchorage Area Borough Planning and Zoning Commission for the proposed subdivision of subject property. Attached is a copy of the proposed plat. Will you please submit your comments in writing, specifying any easements -or other requirements that your department or system may need. If we do not hear from you by June 22, 1966 we will assume that you do not wish to submit any comments. Our next scheduled meeting after above date will be Very truly yours, Ver(.1,pn C ookman Planning Assistant NOTE: If you have no further use for attached plat, please return with your comments. r G � 1/18/66 d . peR ATFER ANCHORAGE AREA BOROUGH pN6110RA ,AFB HEL:T" r.' -'*A* MItf4T 7 21? g OTAKET F P. O. BOX Dbe <44VOk1f, NA0t, rkL,ASKA 091301 PHONE 2*; 2.6467 15 June 1966 b Mrs. C, J. Hoschouer Planning Assistant Greater Anchorage Area Borough Planning Department 104 Northern Lights Boulevard Anchorage, Alaska SUBJECT: 1. Lots 116 129 13 of Lake Center Subd, - Final Flat. 2. Argyle Suhdivision Final. 3. Terrace Heights - Final. 4. Mile Hi - Final. 5. Nelson Subdivision, 6. Herbert Subdivision -Final. 7. Hane Subdivision - Final. 8, Mclellan Subd. - Final. 9. Jewel Lake Terrace Subd. (Preliminary). 10. Blueberry Hill Subd. -Final. 11. Beattie Subdivision - Final.. Dear Mrs. Hoschouere The subject plats have been reviewed by this office for sewerage disposal and water supply feasibility. Our Comments are as follows: 1. Lake Center Subdivision. ° This 'platdoes not provide sufficient information for review. 2. Terrace eiht8 Subdivision - Final, We have no in -formation concerning soil conditions at this location. 3. Argyle Subdivision. We concur. 4. Mile Hi Subdivision. We concur provided the subdivision restrictions specifically state that sewer and water facilities must be installed according to Borough Health Department specifications, AIR MAOL TO ALASKA Is FA9TER Mrs, C. J. Hoschouer Planning. Assistant June 15, 1966 Page #2 5. Nelson Subdivision. We concur. 6. Herbert Subdivision. We concur. 7. Hane Subdivision. We concur provided that subdivision restrictions specifically state that sewer and water facilities must meet Borough Health Department specifications. 8. Mclellan Subdivision. We concur. 9. Jewel Lake Terrace. We concur provided that all sewage disposal and water supply facilities are constructed in accordance with Borough Health Department specifications. Jewel Lake is used as a swimming area; no seepage systems should be installed within 100 feet of the lake shore nor closer than 2 feet above the surface water table. 10. Blueberry Hill Subdivision. We concur provided that soil conditions are adequate for on site sewage disposal and further provided that the subdivision re- strictions require that all sewage and water system construction meet Borough Health Department specifications. 11. Beattie Subdivision. We concur. Sincerely, DAVID R. L. DUNCAN, M.D. Medical Director Clif 'a P Judkins Sup6rvising Sanit pian CPJ/cc V 3 m x z N of N > Z n o _ -Iv 100'091 V Q ,00'091 O t 00 Q U � � N 3a J p p J F- m 0 0 N Z e _ — w w w J G (-41 M .Y � M J N m ._ co f co F Y O M s O (n V I; i; .'' �.,+F O o 'Qa HDaIB� 6� N N m MI w ^ } x Q F a ❑O u a U, d m OD m a w� .N v a w '- v a V V w U- a m w } U z d x o -- 00b91 ----,00091 Y J U) a o w _ w N 41 o N o ,� G N _ F- w O cn S p wul \ v U m I a 7 � a LL W m? �. w � a F- W w F -- •..-- o CD o _ a U W m N — a < W V m -j N V O > c x `f F 3 O v=i W J G O 8 FS' m y V)N O O a O Z a O Z _ W > 01 Z Z p L r ir <: cr Z W w hJ w O a u w w1 (� 1.,v M 0-- o tr '� o f- rr O m Z H o a OJ O w w z o z w w z U o� \ F W Q � w N> (� mm 4 I m W N N OD U) Q I— Q 3 a O V 0 0 U 'n x w `n Z Q W p a p Q a O Y p W z ¢O a z s w } N W 7 \ ,, u� w O F w z W{ '21 rel w¢ N U W Xmo°I I -W W 3 J m Y p l0 Z U) 7 > Wcl '7 I O Z m a coir In o w p ww rr 11 W Q = I"s W> p Q � w q C, Q x cr d >O p 1 Ile O 0 J r U) F- w �I p Q aM'' OD j ;J 0 O o z W r a - F ¢ I �Za�w LJ o O ¢ 3 > n w 0 0 0 0 2 = u U S n a u u O r wr r a J f w Q U m J w y m m Q > F O zn LJ. wm V) an =w w mo o F a D III F gZ fY w O d ¢¢ w s w o0 Z m 30 `r N x ro U 3 a m w w O m 3 m x z N of N > Z n o _ -Iv N N 100'091 V Q ,00'091 O t 00 Q U � � w J p p J F- m 0 0 Q Z w _ — OI J G (-41 L, N � M J N m O co I co o Q a M s W w (n V I; i; .'' �.,+F O o O N V) N F 6� N N m MI N N y Q � y W N J a W LL a O O O - 2 N z o Er O N O ^ ro v/ mmo Lj > Zujuj m F S = Q D N H F n N w p ~ o z U Q Ld N U C J a z N z F Q Q In F Z crz o oU Q O J w p N W Z J Q m U 0 O O J J r m 100'091 rD Ld N ,00'091 �2 t 00 Q U � � i w F :r F- p p © F- m 0 0 ® Z w z J J G 0 U M ,A N 0- O F y Q � y W N J a W LL a O O O - 2 N z o Er O N O ^ ro v/ mmo Lj > Zujuj m F S = Q D N H F n N w p ~ o z U Q Ld N U C J a z N z F Q Q In F Z crz o oU Q O J w p N W Z J Q m U 0 O O J J r m 100'091 rD Ld w x F Q F U ,00'091 �2 t a Q U � � i w F :r F- p p © F- m 0 0 ® Z t•- .FI O Z 4� S Z O S O z J ` 0 LL K z Z M = H t✓ v O 0- a F F I m co m N o Q a m LL F- W w (n yr I; i; .'' �.,+F m w N N 3 o N U) twi, O N V) N F L N N m N N m ID F 10 0 F IA J F F a ❑O u a U, d m OD m a w� .N v a w v a v V w v a V V w v a R w } � x o -- 00b91 ----,00091 a J U) a -- Lb'0,1 -- w N 41 -- ,00'091 -- - 00'0(31 -- -V O ID z 0 m O p m U m I a 7 � a LL W m? 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The Non Conforming Determination is granted 2. That the Zoning inspection for the change of use is completed and permit closed. If at somep�c ns structure revert back to a dwelling, it will overtax the new onsite system which could lead to premature failure. Original Certificate Date: 11/1/2024 'This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA ApprovaIjune 2022 MUNICIPALITY OF ANCHORAGE `tel Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application ?_ 1. GENERAL INFORMATION Parcel I.D. 015-141-20 Complete legal description Argyle Lot 1 Location (site address) 10811 Lipscomb Street Current property owner(s) Hultquist Homes, Inc. 2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS Day phone 3. TYPE OF WATER SUPPLY: ❑O Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ■❑ Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel X Plastic ❑ Concrete ❑ Fiberglass Age New - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench ❑■ Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: ❑ Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ `! 1 I �' Waiver Fee $ Date of Payment Date of Payment ,^i COSA # (�' S C - V . 5 Waiver # COSA Application_ June 2022 COSA Checklist_June 2022 COSA Checklist Legal Description: Parcel ID: If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Well production at time of test gpm Water storage tank volume gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date Comments __________________________________________________________________________________ B. TANK DATA Measured operating fluid level in septic tank Date of pumping Required maintenance completed, if AWWTS Comments: C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) ALL standpipes present per record drawing Total measured depth from grade ft (max) Measured depth to pipe invert from grade ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes go to bottom of effective. If not, state depth into effective Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) If yes, enter date Adequacy test date Results Pass Fluid depth prior to test in Water added gal New fluid depth in Elapsed time min Final fluid depth in Absorption rate gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) in Effective depth used in Effective depth remaining in Comments/Deficiencies: COSA Checklist_June 2022 E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft N/A – Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft If tank or field is under driveway comment below F.ENGINEER’S COMMENTS G.CERTIFICATION & 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, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC & MOA guidelines and regulations. The 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. These conditions are outside the control of the evaluator of this system. All systems eventually fail, and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore, we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Phone Engineer’s Printed Name Date Lot 1 48,670 sf Lot 2 Lot 11 12 4 E 7 t h A v e n u e An c h o r a g e , A l a s k a 9 9 5 0 1 (9 0 7 ) 3 0 6 - 8 1 0 4 ma i l @ S 4 A K . c o m La n d S u r v e y i n g La n d D e v e l o p m e n t C o n s u l t a n t s Su b d i v i s i o n S p e c i a l i s t s Co n s t r u c t i o n S u r v e y i n g AE C C # 1 7 3 0 4 2 S4 Gr o u p L o t 1 A r g y l e S u b d i v i s i o n As B u i l t 10 / 1 7 / 2 0 2 4 • Municipality of Anchorage 4U > On -Site Water and Wastewater Program (907) 343-7904 s Certificate of On -Site Systems Approval Parcel 1. D. 015-141-20 1. GENERAL INFORMATION Complete legal description ARGYLE; LOT 1 Location (site address) 4600 O'MALLEY Expiration Date: E? g " 1-5— Complete Jr Current Properly owner(s) JOHN AND MARIUM CLARE Day phone 346-3109 Mailing address Real Estate Agent 10901 CLARE CIRCLE 'ANCHORAGE, AK 99516 N/A Day phone 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well © Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: N/A Distance: - Received by: Date: S 8 COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 05-2-'� Date of Payment Receipt Number OSI I -5V COSA # Oe -;)CI S I 1 R 2 Waiver Fee $ Date of Payment Receipt Number Waiver # 5. 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 oh -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 Garness Engineering Group, Ltd. Phone (907) 337-6179 Address 3701 E. Tudor Rd., Suite 101, Anchorage AK, 99507-3246 Engineer's Printed Name Jeffrey A. Garness Date In conducting this evaluation, GEG provided an engineering evaluation of the well and/or seotic system In accordance with the guidelines and regulations established by the Municipality of Anchorage and industry oractices. The reported results describe the condition of the systemrs on the deters of the evaluation. Seoaretlon distances ware measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend on a variety of variables including, but not limited to, soil conditions, groundwaterievels (that may fluctuate during the year), quality of construction (materials and workmanshio), and the water usage of the family utilizing the systemrs. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the systamrs, therefore, GEG makes no warranty (excress or implied) regarding the future oerfafmance of the well or septic system. GEG makes no reomsentation whether an alternative well or septic system can be installed on the orooerty in the event either of the current systems fail The content of this report is for the sole benefit of the nerson/party who retained GEG. Reliance upon the information provided in this mood by any other person or party, including but not limited to subsequent prooerty purchasers, is not authorized. In short, GEG disavows any legal duty to anyone other than the person/party who paid for this recant 6. DS,D S/IC,NATURE V System #1 Approved for 3 bedrooms By: The System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, with the following "�r,11t1ill�f t; J5 ON-SITE WATERAND o WASTEWATER PROGRAM upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 9-1-12.rloc If more than 1 septic system is on the lot: COSA Checklist # of Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: ARGYLE; LOT 1 Parcel ID: 015-141-20 A. WELL DATA I *PER AARROW WELL AND PUMP — SEE ATTACHED RECEIPT **PER GEG INSPECTION Well type PRIVATE If A, B, or C provide PWSID# N A Well Log (Y/N) NO Date completed UNK Sanitary seal (Y/N) YES Total depth **224+ ft. Cased to *60'+ ft, FROM WELL LOG Date of test OG Static water level ft. Well production g:p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Arsenic: NO ug./L. B. SEPTIC/HOLDING TANK DATA Nitrate 1.94 mg./L. Wires properly protected (Y/N) YES Casing height (above ground) 12+ in. AT INSPECTION 3/30/2015 222 ft, 7.0+ 9.p -m. Date of sample: 3 /26/2015 Collected by: GFG. Ltd. Tank Type/Material SEPTIC/STEEL Date installed 6/19/1970 Tank size 1000 gal. Number of Compartments 1 Cleanouts (YIN) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) N/A Date of pumping 9/26/2014 Pumper ISAACS PUMPING C. ABSORPTION FIELD DATA Date installed 6/17/1970 Soil rating (g.p.d./ft'or /bdrm 94 System type CRIB Length -12 ft. Width 12 ft. Gravel, below pipe 6 ft. Total depth*eft. Eff. absorption area 288 ft' Monitoring tube **YES Depression over field NO Date of adequacy test 3/30/2015 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test! 1_75in. Water added 947 gal. New depth 16 in. Elapsed Time: 150 min. Final fluid deptht l_75in. Absorption rate >= 450+ g,p,d. Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE If yes, give date - **MONITORING TUBE EXTENDS 48.5" BELOW THE TOP OF THE CRIB D. LIFT STATION Date Installed Size in gallons Manhole/Access "Pump on" level at in. "Pump ofi I High water alarm level at in. Cycles tested Meets alarm A circuit requirements? E. SEPARATION DISTANCES I *MEETS CODE AT TIME OF INSTALLATION SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tanknifi station on lot *50'+ Absorption field on lot 100'+ Public sewer main N/A On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A Sewer /septic service line 25'+ Holding tank Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Properly line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parkingIvehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S I certify that l have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines M effact on this date. Engineer's Printed Name JEFFREY A. GARNESS Date 15 /� (Rev. 11105) MM SL H 0 SeP�WVe�` ---------------------------- NOHS199 ONIGIMS SZ ____________________________ SL 1N3643SV3 Alnin m 00'496 MA6.£0.00N n � 133b1S SWOOsdll �a 00 N" 00 3 00 00 2 a 0 J 001196 M.A£.£0.00N H 0 SeP�WVe�` ---------------------------- NOHS199 ONIGIMS SZ ____________________________ SL 1N3643SV3 Alnin m 00'496 MA6.£0.00N n � 133b1S SWOOsdll 01/09/2015 00:18 907-345-0202 ALPINE DRILLING PAGE 01/01 AAROW PUMP & WEU SERVICE, LLC P.O. Box AK 996 No. 10402 Anchorage, AK 99511 Office: (907) 346-9355 • Fax (907) 345-0202 Eagle River: (907) 622-9335 F j -1 JOB SrrE 19D dgre, i Y OtR20[5 ia:'S Thank You SIGNATURE (I Hereby Acknowledge the Satisfactory Completion of the Above Described Work and agree that if above work Is not paid for in 90 days I agree to allow Aerow Pump & Well Service, L.L.C. the right to remove unpaid for equipment and charge for labor already performed & labor to remove Unpaid for equipment.) TERMS: ACCOUNTS PAYABLE AT f OTH OF MONTH FOLLOWING PURCHASE. SERVICE CHARGE AT RATE OF 1.5% PER MONTH WILL BE CHARGED ON OVERDUE ACCOUNTS. J L _ 1 EggiE /r-�( Vu LL DEPTH SWL CHLORINATED PUMP DEPTH SALESPERSON UANIT/RYW(.)'/.\-+ i ' "-,)DESCi;IPTWN': . RICE .':P,.';:':..,.AMOUN T,'.. l is e Lk *0 11 Mir)loo V0 0A (ell CAS► n #. 2 mms..Or Y� ►or.s- 2ss �� l.° A LABOR HOURS RATE AMOUNT TOTAL MATERIAL TOTAL LABOR WORK ORDERED BY TOTAL LABOR PAY.THIS AMOUNT 010 Thank You SIGNATURE (I Hereby Acknowledge the Satisfactory Completion of the Above Described Work and agree that if above work Is not paid for in 90 days I agree to allow Aerow Pump & Well Service, L.L.C. the right to remove unpaid for equipment and charge for labor already performed & labor to remove Unpaid for equipment.) TERMS: ACCOUNTS PAYABLE AT f OTH OF MONTH FOLLOWING PURCHASE. SERVICE CHARGE AT RATE OF 1.5% PER MONTH WILL BE CHARGED ON OVERDUE ACCOUNTS.