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Home My WebLink AboutFAIRMOUNT ADDITION A LT 29AOnsite File Fairmount Addition A Lot 29A #017-111-27 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: OSP211305 Work Type: Septic Upgrade Tax Code Number: 01711127000 Site Legal Address: FAIRMOUNT ADDITION ALT 29A G:3137 Site Mailing Address: 15430 GOLDEN VIEW DR, Anchorage Owner: FOSTER FRANK D Design Engineer: C&M ENGINEERING SERVICES This permit is for the construction of: Effective Date: Expiration Date o 4�rcnt 'S' 96 Q ■ v Department Lot Size in Sq Ft: Total Bedrooms: 8/6/2021 8/6/2022 57720 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 portion of the alternate drainfield is outside the 30 ft radius of the percolation test. An additional percolation test is required at time of construction. Please submit results with inspection report. If !'j results require a design change, please provide revised alternate field design with inspection report. Received By: Date: Issued By: Date: fD �� 3 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 017 111 27 Property owner(s) Foster Mailing address Site address 15430 Goldenview Dr Day phone Legal description (Sub'd., Block & Lot) Fairmount Addition A Lot 29A Legal description (Township, Range & Section) Lot Size 57,720 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial ❑ Single Family (SF) D (w/wo ADU) Septic Tank ❑ Upgrade 0 Duplex (D) F-1Holding Tank ❑ Renewal ❑ Multiple Multiple Dwellings ❑ Privy El and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. C&M ENGINEERING (Signature of property owner or authorized agent) Permit/Rush Fees: 9.555, Waiver Fees: Date of Payment: � 026 02021 Date of Payment: Receipt Number: 1.2 `i .0 b Receipt Number: Permit No. 0519211305 Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc C&M ENGINEERING SERVICES Ph: 907-854-5558 Municipality of Anchorage Onsite Water & Wastewater Program 4700 Elmore Rd Anchorage, Ak 99507 RE: Proposed Septic System for FAIRMOUNT ADD A LOT 29A Dear Reviewer, The above referenced property is currently served by an older failing septic system. The owner wishes to install a new 3-bedroom septic system. Our review of available documentation and field investigation show that this project will not adversely impact any nearby Wells, Wastewater disposal systems, replacement disposal sites, or drainage flowing onto and off of the subject property. The proposed septic system is near a creek. We are proposing to use the advantex system to mitigate the proximity to the creek and reduce the risk of contaminating the creek. Regular maintenance will reduce the risk of the system failing. Included with this letter is a permit application and design package, including plans, specifications, calculations, and a soils log. Thank you for your time in reviewing this permit request. Please do not hesitate to contact me at 907-854- 5558 or by email cgbalzarini@gmail.com with any questions or concerns. Sincerely, Charles Balzarini, PE 7/21/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211305, Rebecca Carroll, 08/06/21 Residence: number of bedrooms 4 br Water usage/bedroom 150 gpd/br Water Usage 600 gpd system type: CAT III type: Shallow Application Rate 4 gpd/sqft required absorption area 150 sqft trench width (W) 5 ft gravel depth (D) 0.5 ft below distribution pipe Min Required Length: 30 ft Max ex depth 2 ft Calc By: CGB Date: 7/19/2021 C&M ENGINEERING SERVICES 907-854-5558 Septic Design Calculations Fairmount Add A Lot 29A RESIDENCE/LOT INFO DRAINFIELD **DIMENSIONS FOR REFERENCE ONLY. SEE PLANS FOR DIMENSTIONS TO BE USED IN CONSTRUCTION** Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211305, Rebecca Carroll, 08/06/21 CHARLES G BALZARINI CE-13854R EGISTEREDPROFE S S IO N ALENGINEER7/13/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211305, Rebecca Carroll, 08/06/21 CHARLES G BALZARINI CE-13854R EGISTEREDPROFE S S IO N ALENGINEER7/21/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211305, Rebecca Carroll, 08/06/21 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Section r 4700 Elmore St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 Soils Log - Percolation Test Performed For: FOSTER Legal Description: FAIRMOUNT ADD A LOT 29A Depth (Feet) 1- TOPSOIL/FILL 2- 3- SANDY GM 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20 - CLAYEY GM BOH Municipality of Anchorage :ater and Wastewater DE CONPLIANCE �� • .NGINE §• eba, rroll, O8V06121 *: 49TM •'* rl CHARLES G BALZARINI 00-V" * CE -13854 . •��`��/ lil:-PROFESS\O Date Performed: 5/29/21 Township, Range, Section: Site Plan WAS GROUND WATER ENCOUNTERED? YES S IF YES, AT WHAT DEPTH? 7' 0 0 Depth to Water After P Monitoring? 6_5' E Date: 6 11 21 READING DATE GROSS TI ME N ET TI ME DEPTH TO WATER NET DROP 1 6/11/2021 1:52 8.000 0.0 2 6/11/2021 2:22 0:30 10.563 2.563 3 6/11/2021 2:23 8.000 0.0 4 6/11/2021 2:53 0:30 10.500 2.500 5 6/11/2021 2:55 8.000 0.0 6 6/11/2021 3:25 0:30r 10.438 2.438 7 6/11/2021 3:27 8.000 0.0 8 6/11/2021 3:57 0:30 pr 10.438 2.438 PERCOLATION RATE 13 (minutes/inch) PERC HOLE DIAMETER g" TEST RUN BETWEEN 3 FT AND 4 FT COMMENTS PERFORMED IN ACCORDANCE WITH MOA REQUIREMENTS PERFORMED BY: C&M ENGINEERING I CHARLES BALZARINI CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 07/15/21 MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this ; Day of i v of 20 z 1 'by and between —2-2 %� , 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 Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as D U � j t located at (legal description) 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) —1-1-1501 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. 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). 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. 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 1 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. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. 2 Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. 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 By: ' �L -�a�2;�'J�-�ignature) Date: `� ir--7 e--5WPrint name) STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this .3 day of 7' 20 21 by -®/? //011i71 I-0 /e NOTARY PUBLIC FOR ALASKA My Commission expires: MUNICIPALITY: By: ('0,7/we (( ff (signature) &LeCC� �ro (print name) FNotary Public ETIOLA VAINIKOLO State of Alaska mmission No.: 201207002 ommission Expires 12/7/2024 Date: 0.2 Title: (rev. 05/18/2018) Page 3 of 3 I Lr\ I l~V It.: BOUNDS OF THE NATURAL MEANDERS OF LITTLE RABBIT CREEK FOR >\ ~HJ ON THE ALL LOTS ADJOI NING TH E CREEK. WITH TR UE CORNERS B I ~ EXTENSION or LOT LINES, TO THE MEAN HIGH WATER LINE. ,.,.. ..... / ..... / ...._ ------...._ l.J ,,LE: 1 /' '-. f?,48 / MEAN HIGH WATER LINE '...._ ...._ Cf?£ 8/ 1 1 1999 -... .,_ _ ~k I I I I I \\ .I I I .,.,. ---- ~ MEANDER ""l •'-c\,-\;; .., ':) -,, 7,.':)':,·-\7,. <~~ --re,' --l;l. ,---0 ........_ .-c> -f; ~ ~~o / / / / / 33' ~ / _35.9 ~,,~ / ,,10 !=" N ~ ..... l z e 'l. LI N E BUILDING LINE REFERENCE PROPOSED GRAVEL DRIVE (/) 0 'o d <Jl_ 0 {/) I o= 0 fT'I 0 d ~r 0 CO 0 CXl = ~ fT'I ~ ,,-.... "'O r C') Pl 0 rr, z < rr, ~ °'I~ CD O 6ui 0 CD, ::;; \ u, ~ Ol LOT 29A 59,020 (PLAT) CXl 1. ~ ,..__, 0 :::D < rr, [][L] =""'°""'""""'~~~\\'t\. a"= OF AL ·'l:\\ £~~ ... •········.:1J ~o £~~··· *··· .. l-f Oo. ff:?_.: 49TH ··.~~a i:1 ...... ~. .. ................. ~ ~ .............. >~<.-:::-: ...... i V11 t \K neth L. Dreyer/ i gf vo ~,.. ·.. LS-8202 .·· /•"'if o"'"~ ·.. .·· "'"' ,:::1 'l~t, .. O';:, ·• ......... •· off ~t\.. r 0 \,,.o('-c;;, \I~"-fessiol'lo\ =-=-'""'<::::.~~<:::,,.""'""'°= OROERE:O B Y : FRANK FOSTER ~ S89'49'30"W sa9·55'oo"w 255.40(M '. 255.12(R) GTI::J 33' 298 !PFS 101 .5°! PROPOSED f"INISH GRADE 4 DRAINAGE LEGEND: SEl FND 5/B'RB W/CAP@ 5/8" RB Q J .25" AL.MON . 0 MONUMENT Lh HUB & TACK C:J W EXCLUSION NOTES: It is the owners· re!ponsibility to determine the e:r.istence of any easements, covenants, o, restrictions which do not appear on the recor·ded subdivision plat. NOTE: It is t he contractor's respon sibility to check top of foundation grade and building setbacks in relo l ion lo 1ollines and esm'ts. _ _ _____ _ FENCE--x-X _ I SUR\/EY CERTIFICA TION : LANTECH hos conducted o O\/ERHANC-~ r ph ysical survey of this property as shown on this WOOO DECKS - • ---drawing and to th e b e st of our knowledge and CONCRETE-~ a -I abili ties, oil dimensions h ove been measured true CRA\/1:L-C:-~ ---ond correct. SEPTIC STANDPIPES;:-_--,,.,__.J P L OT PLAN/ASBUILT OF: LEGAL DESCRIPTION: WATER WELL-(9 @ 1---L~A-N=o~&~c=N"'s,..r~u""'c,,Tl;;;O..;Ni"'rs;-;u"R'"VE=-;Y:;;O"R"S;--'P"L'A'"N;;:;N,FE0Rcs--;:;EN'"G"'1-..N;:-EE;:;R:,.S::-i L Q T 2 g A ' ELEV.(No o.._ TUM)-~ 440 WES T BEN S ON BL VO . # 103 ( fox} 561-6626 , · ANCHORA GE , ALASKA 99503 (907) 56.2-5291 FAIRMOUNT ADDITI 'NOOK ORDER NUMBER: OAT<: ~ • ...,., NVM8£R. ON A AUG 30, 1999 1 c 40 78-85 L ESS THAT PORTION CONVEYED TO 99 -L-506A OR A ... BY:0<(0U:08YCRIONUWBCR: BOIJ</l'AGC: FOR HIGHWAY PROJECT THE STATE OF A LASK A KLD. t. 3137 446/57 FM -0504(7) ~ GARY PLAYER , VENTURES (:ON.%UI. TI NG Gl 01_0(;I.% T BOX 476-M, STAR ROUTE A ' ANCHORAGE, ALASKA 99507 * PHONE 344-707! July 5, 1976 Registered Land Surveyors ~[f Stan Sears and Associates 6925 East Sixth Avenue Anchorage, Alaska 99505 Attention: Stan Sears ~n vestigation Lot 29, Fairmount Subdivision Anchorage, Alaska INTRODUCTION On July 3, 1976 I visited Lot 29. I observed the materials exposed in a backhoe excavated test pit eleven (Il) feet deep located approximately 220 feet north and 55 feet west from the southeast corner of the lot. Materials exposed to a depth of four (~) feet were also inspected in a basement excavation near the southwest co~ner of Lot 29. SITE CONDITIONS ~oDomrapkyand Vegetation The ~ot is nearly flat and slopes gently to the northwest. Soils south of the site support black spruce to 22 feet high. Lot 29 has been cleared and now supports grasses and low shrubs. Soils Soils observed in the excavations are dense silty gravels (GM) overlain by 1.5 feet of organic-rich silt. The silty gravels are underlain by bedrock. Bedrock Fractured ggaywacke bedrock begins at 5.5 feet below the surface in the test pit (see attached Soils Log). The bedrock surface is gently rolling, ranging from 2.5 to 4.0 feet below ground in the basement excavation. .Groundwater Gro'undwater occurred at ~0.5 feet below ground in the test pit. Water occurs at 4.0 feet in the basement excavation and and is presently being drained to the northwest through a ditch. Gary F. Player Consulting Geologist (}REA[ER i\kCtl()l,',A(;l AP,[ ,, ,,~ROUGII Uepartulent or [nvi ronll)UrlLd] Qua Ii ty Anchorage, Alaska U95(~3 ~()11,2 l,()t; I'I';I~()I,ATI()N '1'1,',~'1' Performed for ni;~n~ .... ,~ a:~oci~-~ Date ~erform~d . ---~ ~ ~ -~ ....................... Legal Description: %or ~¢~ Depth Feet O-1.5 2 - 1.5-5.5 7- 8- 9- lO- ll - ML, dk brown, organic-rich GM, grey, dense 5.5ili.O Fractured(Bedrock), Graywacke. 12 - Was ground water encountered? Yes if yes, at wirat Readin§ Date Gross Time ....... Net Time De._P~t..h..t_o_w_.~_t_t!l_, Net Drop Purcol ation raLu minute. I)roposed iris La l I a-6T6i~-:- - ~;'e~(ia~te Pi t J)rd i n tie Id :..ci~Lh of Inlet ................. . Depth Lo bur, tom of pit or Lrench Gary F. Player ~.,,. Pu rfo rmed I;3': .................... f.,: rtl fl c'd l,y: '.,]~,_~,?.4~. Y~(~<'~ . . _,~ JJ,' L.;: 7/.~.7ro GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 'C" Street, Anchorage, Alaska 99503 274-4561 Date Received May 19, 1976 ~ Time of Inspection 2:30 ~' p.m. Date of Inspection 5-21-76 Friday ', REQUEST FOR APPROVAL OF Les Buchholz INDIVIDUAL SEWER & WATER FACILITIES FOR Cony. 1. Approval requested by: Mailing Address: Property Owner: Mailing Address: First National Bank of Anchorage, Southcenter Post Office Box 4-2090, 995~9 Joseph P. Mitchell Star Route A Box 470, 99507 Phone: Phone: 344-7004 Legal Description: Lot 29 Fairmont Subdivision Location: Golden View Drive, see map on back 5. Type of facility to be inspected 6. Well Data: Individual A. Type C. Construction Sewage Disposal System: A. Installed Approx. Single Family No. of bedrooms 3 B. Depth Approx. 57' D. Bacterial Analysis On-site system 1971 B. Installer 1. Size 2. Manufacturer 1. Absorption Area 2. Material Total length of lines , Absorption area , Other contamination C. Septic Tank: D. Seepage Pit: E. Disposal Field: Distances: A. Well to: Septic tank Nearest lot line B. Foundation to septic tank , Absorption area , Sewer Lines C. Absorption area to nearest lot line EQ-034 (1/74) Page 1 of two pages MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION£~nq~!i? 2510 East Tudor Road, Anchorage, Alaska 99504 276-2221 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection: CMRO VA FHA 2E C E I CONV Property Owner: Mailing Address: Day Phone: 3. Name of Buyer: Mailing Address: 4. Name of Lending Institution: Day Phone: Mailing Address: Phone: 5. Name of Realtor or Agent: Mailing Address: Legal Description: Location: Phone: Type of Facility to be Inspected: ,-~'z,~ Individual / Water Supply Type of Supply: Public Utility, If Individual, number of dwellings presently served If Individual, depth of well Sewage Disposal System Type of System: If Individual, date of installation Public Utility Individual (on-site) 72-003(3/76) Page 2 of two pages - Rt st for Approval of Individual Legal Description Lot 29, Fairmont Subdivision ~er & Water Facilities Comments ~ ~ ~Y ,~~ ~ ~ 4 1 ~Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) 4.1 Sou~aonter Brmnah Post. Offiae aox 4-2090 Auoho~ag~, Alaska 9950~ This department will qrant a ~apors~f approval 1~ funds are escrowed to install a new sewer syste~ upon sale of the residenoe. ,:he well is satisfactory in constructAom and baote=lalo~ioal quality. if you have say ~ur~he~ questions, please oontaot this o£fice at 276-2221, ex~enaion L~ ~. ~u~hholz Sanitarian