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HomeMy WebLinkAboutT13N R1E SEC 10 N2SW4SE4NW4SW4 PTNTI3N C · 10 NZ $W4 ,SE4 NW4 $W4 #050-982-05 On-Site Water & Wastewater System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP121413 Tax Code Number: 05098203000 Work Type: WellSeptic initial Permit Effective Dates: February 12, 2013 to February 12, 2014 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: T13N R1E SEC 10 Site Legal Address: T13N R1E SEC 10 N2SW4SE4NW4SW4 PTN G:1106 Owner/Address: MEYER MATTHEW & HYON 33089 CUMULUS RD EAGLE RIVER AK 995770000 Site Mailing Address: Lot Size in Sq Ft: 43560 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N Water Storage All construction must 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 must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. issued By: . . _ MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program Phone: 907-343-7904 ON-SI.rE SEWER/WELL PERMIT APPLICA.rION Parcel I.D. 050-982-03 Property owner(s) Mathew & Hyon Meyer Mailing address 33089 Cumulus Road, Eagle River, AK 99577 DEC- ? 2012 Bob Parker Day phone ~0'~ Site address Cumulus Road Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) 'r13N Rl~Secl0 N2SW4SE4NW4SW4 PTN Lot Size 43,560 .Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: ([~ all that apply) Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] APPLICATION IS AN: Initial [] Upgrade [] Renewal [] TYPE OF DWELLING: Single Family (SF) [] (w/wo ADD) Duplex (D) [] Multiple Dwellings [] (SF and/or D) 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. (Signature of property owner or authorized agent) Date of Payment: Receipt Number: Permit No. m~/' ~ Fees: Date of Payment: Receipt Number: Waiver No. PermitApp 2-'" ' - Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-maih steve@panenRak.com December 3, 2012 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 S. 8ragaw Street P. O. 8ox 196650 Anchorage, Alaska 99519 Subject: T13N, RIE, Sec10, N2SW4SE4NW4SW4 PTN Septic System Permit Request Ladies and Gentlemen: I am writing to request a permit to install a well and septic system be issued for this property. The proposed systems will serve a proposed four (4) bedroom house. Currently the lot is undeveloped. A new 1250g septic tank, double clean out, and absorption system will be installed. A new well will be installed. The surrounding developed lots are also served by private wells. There are no wells within 100 feet of this system. 1. Soils. Two single test holes were excavated by Pannone Engineering Services in July of 2012, and the ground water monitored for seven days. The test hole was dry at the time of excavation and dry after the seven day monitoring period. Bedrock was not encountered in the test hole. It is my opinion, based on the results of the percolation tests and overall soils appearance; an application rate of 1.2 ' gallons/day/square feet should be used for a conventional wastewater system. Soil Absorption System Design. a. See Sheet 2 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The existing topography slopes from east to west at approximately 12%-15% in the area 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 that there are no further comments is received from MoA On-Site Department, the note will be removed and "Issued for Construction" drawings will be issued. Mai~ing: P,O. Box 100217~ Anchorage~ AK 99510-0217 Physical: 332 East Manor, Anchorage, Al< 99501 Ielephone: (907) 272-8218 FAX: (907) 272-821~. Pa§e 2 of 2 The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, ,~2 ~..~ ............. Steven R. Pannone, P.E. Owner/Civil Engineer Attachments -Soils Log -Septic System Design Mai~ing: ?.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East ~,~a~o~ Ave, A~chorage~ AK 99501 Telephone: (907) 272--8218 FAX: (907) 272--8211 , \ / ! ,I / · ' ~~' ~; . / ~' ~ ~,,,,, ~ '~ 1250g SEPTIC TANK (P) ~ " ' WITH DCO : , ~1.1 ~. L ' " .., -/ , ', / BUILDINO ~. ~ ~p ': :1 . / 148.5 ~ , / , PAD '% ' H6b~E/~, DRAIN FIELD (P~ .... ~ . ' ~ %~ / - ' '-- ~' %$OLFx4.0EDxSW, 9.5'TD ,' '' ,. i / : .. ~ t /" /' ~ ~ ~ " " ~¢ % ~, ..... FOR CO~SmUCT~ON P.O. BOX ~0~217 A~C~ORA6E, AK 99510 ~.~ ..... '~i' ~1~12o~ ~.0,~ (90~) =~-~a~ r*X (~) ~-~a~ CE." ~'~i Soo,. T15N, R1E, SeclO, N2SW4SE4NW4SW4 PTH o5o-982-o5 MATHEW ~ HYON MEYER r¢¢~%~77:~?, PERMIT NO. 33089 CUMULUS ROAD ~i~.. ..~ osP~2~4~5 PLAN EAGLE ~IVER, AK 99577 ~';t ..... '~ Sh~t SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION ON-SITE WASTEWATER DISPOSAL SYSTEMS. 2, ALL WORK SHALL BE IN ACCORDANCE WITH THE AI~AGHED SPECIFICATIONS. 5. SCOPE OF WORK: INSTALL NEW 1250 GALLON SEPTIC TANK AND SOIL ABSORPTION SYSTEM. INSTALL WELL. ¢, GROUNDWATER WAS NOT OBSERVED TO A DEPTH OF 15,0 PEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE, iF AN APPARENT WATER TABLE IS OBSERVER IN ANY OF THE EXCAVATIONS LESS THAN 15.0 FEET BELOW EXISTING GRADE NOTIFY TEE ENGINEER IMMEDIATELY. 4.0 ~, ~ -~3.o 12509 ~ ~ 4" ¢ PERF PIPE ~EE SEOTION& ~A~METE~ PROFILE DESIGN PARAMETERS LEGEND cu COPPER DIP DUCTILE IRON PIPE PRIMARY/RESERVE SEPTIC SYSTEM ~ W- WATER LINE/ TH TEST HOLE NO. BEDROOM: 4 (600 gpd) WELL RADIUS FC FOUNDATION CLEAN OUT TANK SIZE: 12509 T~ TANK CLEAN OUT NO. PERC RATE = 3.1 MPI i 88 I NEW SEPTIC SOIL RATING: 1.2 OPD/SF C¢ CLEAN OUT NO. AREA RQD: 500 SF M~ MONITOR TUBE NO. SYS. ~PE: WIDE TRENCH 4.0' E.D. RJ. RIGID INSU~TION RF: 0.50 DCO DOUBLE CLEAN OUT MIN LENGTH: 50 LF DV DIVERTER VALVE FS FLOW SPU~ER USE: BFG BELOW FINISH GRADE 50 LF X 5' WIDE, 4.0' E.D., 9.5' TD OC ORIGINAL GRADE TOTAL AR~: 500 SF FO FINISH GRADE TS~V TOPSOIL A VEGETATE NOTES: FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510  Scole PHONE (907) 272-8218 FAX (907) 272-8211 NTS P.LD. NO T13N, R1E, SeclO, N2SW4SE4NW4SW4 PTN~~ ~ o~-982-o5 MATHEW ~ HYON MEYERJ,~~~~¢~'¢~'~PERMIT NO. DESIGN DETAILS EAGLE RIVER, AK 99577 TESTHOLE1 OPJ SILTS AND ML ORGANIC MIX ~/ELL GRADED SANDS AND GW/ GRAVELS SW LOOSE 10" MSA SANDIER W/ DEPTH BOH DATE PERFORMED: 7/20/12 SLOPE TH SOILS LOG - PERCOLATION TEST I ', HOUSE/ TH-2 - WAS GROUNDWATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? ---' DEPTH TO WATER AFTER MONITORING? -XX'- DATE: 7/27/2012 SLOPE TH X WATER CLOCK READING DATE NET TIME LEVEL NET DROP TIME READING I 7/20/12 1:52 --- 3.23 --- 2 1:55 3 MIN 8.88 5.65 3 1:55 -- 3.23 ... 4 2:01 6 MIN 8.88 5.65 5 2:01 ._ 3,23 ... s 2:07 6 MIN 8.88 5.65 PEROLATION RATE 1.06 (mtn/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 4 FTAND 5 FT COMMENTS: Test hole excavated by JR's SEPTIC PUMPING. Prec hole was presoaked. PERFORMED BY: Steven R. Pannone~ P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: FOR CONSTRUC~ON SOILS LOG PANNONE ENO SVC, LLC P,O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 T13N, R1E, SeclO, N2SW4SE4NW4SW4 PTN MATHEW & HYON MEYER ,35089 CUMULUS ROAD EAGLE RIVER, AK 99577 Dote 12/14-/2012 Scole NTS P.I.D. NO 050-982-05 PERMIT NO. OSP121413 Sheet 30F4 SOILS LOG - PERCOLATION TEST TEST HOLE 2 SLOPE , "\ 3 -- GP GRAVEL W/ , / 4BR ' ' / . / TH-2 -Y GP GRAVEL W/ ~ WAS GROUND WATER SLOPE E- ENCOUNTERED* N 15 -- ~ IF YES, AT WHAT , TH 17 "~L~e D~TH TO WATER AFTT, ER ~~.'~ READINGI DATE CLOCK WATER TIME NETTIME LEVEL NETDROP ~ ~ :48 10 [~IN 16.18 3.38 3 1:49 --- 6.75 -- 4 1:59 10 MIN 10.00 3.25 5 1:59 --- 6.75 I --- I $ 2:09 10MIN 9.94I 3.19 PEROLATION RATE 3.1 (rain/inch} PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 5 FTAND 6 FT COMMENTS: Test hole excevated b.y JR's SBPTTC PUMPZNG. Prec hole was presoaked. P]ZP,~'O]P,M~]E) BY: Steve~ R. Pam~one, P.]~. ~ C~RTZ]~¥ '['HAT THZS T~ST WAS PER~ORM]~D ~N ACCORDANCE WZ?H ALL STAT~ AND MLT~TICZPA[, GTj[D[,ZN~,S IN ]~'FBCT ON TH]~ DATE O~' TH[S CONSTRUCT,oNNOT~S: PANNONE ENG SVC, LEC FOR P,0. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 PAX (907) 272-8211 '~.%'49~' ........... ..'~'~~ .TS T13N, R1E, SeclO, N2SW4SE4NW4SW4 PTN ~P.I.D. MATHEW & HYON MEYER ~'-.~,,~, CE 8~49 ..%~,,,~ ~-ERMIT NO. 33089 CUMULUS ROAD SOILS LOG EAGLE RIVER, AK 99577- ""'" '"'" READING DATE CLOCK WATER TIME NET TIME LEVEL NET DROP READING '~ 10/6/12 1:39 -- 6.75 --- 2 1:49 10 MIN 10.13 3.38 3 1:49 ... 6.75 -. 4 1:59 10 MIN 10.00 3.25 5 1:59 ... 6.75 ... 6 2:09 10 MIN 9.94 3.19 til g 9 70 p G c g Ytt Municipality of Anchorage 4`' • 77 j On-Site Water and Wastewater Program (907) 343-7904 s A APR 1 S 2C1 Certificate of On-Site Systems Approva cv Parcel I.D. 050-982-03 Expiration Date: 1. GENERAL INFORMATION Complete legal description T13N, R1 E, Sec10, N2SW4SE4NW4SW4 PTN Location (site address) 33053 Cumulus Road Current Property owner(s) Mathew & Hyon Mayer Day phone Mailing address 33089 Cumulus Rd. Eagle River, AK 99577 Real Estate Agent Day phone 2. TYPE OF DWELLING: [x] Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 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: Distance: Received •\ : . Al_44..ail,1 t 11.1 i !�_ _ l Date: COSA to be released to the engineer,unless otherwise requested bineer. COSA Fee $ --6? Waiver Fee $ Date of Payment '/ll'/19 Date of Payment Receipt Number Receipt Number COSA# O5C/9 114 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 obtai ed from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewat em is(are) in compliance with all applicable Municipal and State codes, ordinances,and regulations in effect at the time of installa4i n. • In conducting an adequacy test, I attempt to provide a thorough,conscientious engineering analysis of the system in accordance with MoA COSA 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 Pannone Engineering Services LLC Phone (907) 272-8218 Address P.O. Box 100217, Anchorage Ak. 99510 Engineer's Printed Name Steven R Pannone Date 4/18/2017 At.q\k• 14 frIe0jE*: . i\ •.* 11 6. DSD SIGNATURE f System #1 Approved for ( bedrooms i• %Slum 13. Pannone • - CE-8149 System #2 Approved for bedrooms %r Disapproved kV, PROFES430-- \\\N1z� Conditional approval for bedrooms, with the following stipulations: • wa8OOid ' ; �, GNV :13J M • �.119-NO B �.�- Original Certificate Date: / l ^ 1 / The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only 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 X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet2; - .. If more than 1 septic system is on the lot: COSA Checklist# I of , Structure served by this system ' Certificate of On-Site Systems Approval Checklist Legal Description: T1 3N, R1 E, Sec10, N2SW4SE4NW4SW4 PTN Parcel ID 050-982-03 A. WELL DATA Well type Private If A. B. or C provide PWSID# Well Log (YIN) Y Date completed 6/19/2013 Sanitary seal (Y/N) Y Wires properly protected (YIN) Y Total depth 144 ft Cased to 143 ft. Casing height (above ground) 18+ in. FROM WELL LOG AT INSPECTION Date of test 6/19/2013 4/4/2016 Static water level 82 ft. 86 ft Well production 30 g.p m 5.0+ g.p.m. WATER SAMPLE RESULTS. Coliform NEG colonies/100 mL Nitrate 1 .24 mg/L Arsenic ND D ug/L Date of sample: 4/11/2017 Collected by: PES B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/SteelDate installed 8/17/2013 Tank size 1 '250 gal. Number of Compartments 2 Cleanouts (YIN) Y Foundation cleanout (YIN) Y Depression over tank (Y/N) N High water alarm (YIN) N Date of pumping Pumper C. ABSORPTION FIELD DATA Date installed 8/14/2013 Soil rating (g.p.d./ft` or ft'/bdrm) 1.2 GPD/SF System type Shallow Trench Length 50 ft. Width 5.0 ft. Gravel below pipe 4 ft Total depth 9.5 ft. Eff. absorption area 500 ft2 Monitoring tube Y Depression over field N Date of adequacy test 4/11/2017 Results (Pass/Fail) Pass For 4 bedrooms Fluid depth in absorption field before test 0 in. Water added 600 gal. New depth 0 in Elapsed Time: 120 min. Final fluid depth 0 in. Absorption rate >= 600+ g.p.d No Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/Access (YIN) "Pump on" level at in. "Pump off' level at in. High water alarm level at in. Datum Cycles tested Meets alarm&circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 100+ On adjacent lots 100+ Absorption field on lot 100+ On adjacent lots 100+ Public sewer main 75+ Public sewer manhole/cleanout 100+ Sewer/septic service line 25+ Holding tank 100+ Animal containment areas 50+ Manure/animal excrete storage areas 100+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line Absorption field 5+ Water main 10+ Water service line 10+ Surface water 100+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Water main 10+ Water Service line 10+ Surface water 100+ Driveway, parking/vehicle storage 10+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS G. ENGINEER'S CERTIFICATION ...:1-c ..OF ,4l iik certify that I have determined through field inspections and Effie. . ; i #1 review of Municipal records that the above systems are in f*; 4 TH ,..4•N‘ •,*�y onformance with MOA COSA guidelines in effect on this date. '1 ..• •• TH. •-. 1 .• • , Engineer's Printed Name Steven Pannone ':Steven -..15onnone. Date 4/1812017 +a� yy. CE-8149. E l s4 ` COSA canary sheet_2-6-15.doc • • i • N . FD 5/8' RBR/PC N 89"58'54' E 348,50' 0, FD 1/2' RBR GUY WIRE -.,I .- _... - , 30.7' v le.. V) in O OVERHEAD eg m4 Dock OD Q CO ELEC/TEL LINES • Co20.5' I 145' <i O o / N Frans CO Q O 1 GRAVEL PAD House O CY (l1 Z I 79.5• '- LEGEND • Deck 15' rel - ti 1!11111 0 Spec-tic Vent Pipes © I O Well J 1'X Pav ...- 20.5'`��4airs N 0 U•tllity Pole R1VF i� v - .. . ' N1/2 SW1/4 SE1/4 N1-/1/4 SW1/4 c) U I-6. c�A- - - - SEC. 10, T. 13 N., R. 1 E., S.M., ALASKA RUN 1 '. r ;it ;y;f, DRIVE RECORD AREA= 43,560 SQ. FT. r. ,.,,;,.., i.... -,i,t.- - - FD 5/8' RBR/PC .-+'•,`: .S....,:j�9?.5'8L5J•ll' \r/ 348,50' ED 5/8' RBR P.41,' i/ J ~'` r ! • {dr~e�_ ) , ` ) nsti x )i i e __ GJ.1 9 l/ Y�( ^f' f 64c . herebycertifythat 1 haveauvycd.thclollowing"dectibcd. ' ; • / Lr ,' , i �, <..{ rr, _.roperty: N1/2 SW1/4 SE1L14iN1 /4,SW1/$, ; *.• 49 T '.f Sec. 10,1'. 13 N.,R. I E., S.M.,Alaska,as per deed No- 9. ' �tf" 20(12-035986-0, Anchorage Recording District, and that no % -v`^' 1 1 x An hony P. Boneto:a encroachments exist except as indicated hereon. This As-built �, wilt only show the easements that are described in the recorded �i, Jam'•- LS-'10 93 .• -' deed'No. 2002-035986-0, Anchorage Recording District; /, -4 A•- (30.(C?• 3�`_ he1er no circumstances should this data construction or establishing ofbouttdaly or Ince !nese used , 1lrl.R°;`is;o;``` APB Land Surveying--- o ss ---so N1/2 SW1/4 5E1/4 NW1/4 SW1/4 ASBUILT SURVEY SPIFFY SCALE W FEET Sec. 10,T. 13 N., R. 1 E., S.M.,Alaska Matthew&I-lyon Meyer '12204 East Prince of Peace Drive 1 -50' As Described in: No. 33089 Cumulus Road of Eagle River,Alaska 995772002-035986-0 (907)227-1361 - Anchorage Recording District Eagle River,Alaska 99577 f/ 1 .___.T — Surveyed:March 30,2016 GRIDSE110G T GRAFTED: RW-771CHECKED: APB _ _