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Home My WebLink AboutRABBIT CREEK VIEW & HEIGHTS BLK 10H LT 24ARabbit Creek View & Heights Block 1OH Lot 24A #020 - 581-50 O Municipality of Anchorage ~.~ Development Services Department Building Safety Division On-Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page m. ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: OSP~o~7~ PID Number: o2o-58~-~o Name: Milo~lav Swc WastewaterSystem: ~ New D Upgrade Address: 8~o Robe~ Drive ABSORPTION FIELD Phone: Number of Bedrooms: ~ Deep Trench ~ Shallow Trench ~ Bed ~ Mound ~ Other: 3 LEGAL DESCRIPTION so, Rating: Total Depth ~om original grade: 6 GPD/Ft~ + ~. ~ Ft. Block: Lot: Subdivision: Depth to pipe bo~om from original grade: Gravel depth beneath pipe: toll ~6A Rabbit Creek Heiqhts +2.~ Ft. Township: Range: Section: Fill added above odginal grade: ' Gravel Length: 6.8 ,t. 2o Ft. Well: ~ New ~ Upgrade o,a~.~wi~m: ~.~e~,~e,: ~Di,t~,~.~n,no,: ~ Ft. ~I Ft. Classifl~tion (Private, A, B, C): Total Dep~: Cased to: Total absorption area: Pipe Matedah Private 2o7 [t. a~ ,L ZOO ~ ?O?~ PVC Drillen Date Drilled: Static Water Level:~ Installer: Date Installed: Apline Drilling 8/zo/~o2~ o ,,. ~, Home Semices 81~8/ao~ ~'~: I ..rap Se,.,: I C~*i~...~,.t ~o~e ~,o.nO: aC+ *"U~ Z~ "~.~ ~ .t. TANK SEPARATION DISTANCES ~ Septic D Holding ~ S.T.E.P. D Other: T~To Septic Absorption Lift Holding ~ubli~Private Manufacturer: Capacity: From~ Tank Field Station Tank Sewer Line Anchorage Tank / Orenco ~5oo s~. Material: Numar of Compadments: w., t~3.5 ~o8.3 ~z9.8~°6'5 Steel s~,~oeW~to~ ~52.6 Z39-6 ~59'5 ~/ LIFT STATION Size: Man~acturen tot une ~9'3 ~6.8 ~6'7 ~O G,~ Orenco ~o~o~ x~.o ~9.x ~.3 6o ~. ~ ~. ~q ~. Cu~ain Drain ~ump Make & Model Electric[ Inspo~ions pofformod By: Paoo~ Ed% Eloctric Inc. Romans: xSoo~ S.T.E.P. with AX2o pod and auxiliaw pump vault. BENCH MARK Location and Description: Mound topped with 6" topsoil and vegatated. Spike in Tree Assumed Elevation: 1OO.O Ft. Engineer's Stamp Inspections pe~ormed by: PANNONE ENG. SVC, LLC Dates: 1st 8/~6/2o1~ 2"~ 8/~8/~OZ~ Development Se~ices Depa~ment Approval Conditional Approval Date: ~breven m. ~annone-~ Reviewed and approved by: ~/~ Date: *~Z~'~J]~ .... '~ (~.~. talon) / A FC 6T6 ~- 1-~-~ 57.6 I I LOT UNDEVELOPED -- -- ~ NO WELLS OR SEPTIC \ ~ ., -..,,,, ~ ...................... ., . ......... '" ,, ,' ~-.. LOT"UND~ELORED ~ DRA NAGE" ""/," --" .. ~'"NO'"WELES'-OR ...... SEPTC ......... ~ ........ DTCH ,E/[ 1 .............. ~ .,, /'~, ,,,~,,, '/' ....... ~]'~'~ ...........~' .~ . ......~ ....... ~.. "%~/~,..-~o-.~s~.-.,~-%~ ....... ~.~ ¢'< ./,.-,>"¢ ........................ ~,'~' .................... I I · .. .. . .....'./ ............... ........... , ~ ~ ~ ~ "' .......... ~EXlSTINO WELL' ........ ~'¢'; ' .......... ..... ~O~r~.~.., ,~¢/'.:.:'~~~ .............. ,I ,3~4 ...... ' '- ~ ~ ~ ~' /~ ~ .........~ ~ ~ ~"'.,,¢ ,, ~ ................................ ,~:~ ......... ~ ....... ~ .......... ,... I /NEW WELL ....................... "~'F" ~'I I ..... / ....... '~'EW ................. ~- .... ...... 17-7 .... ~,-~, ~ " / .....i,5 ..... ~.w_ C~,EA.?y ~,~ .... ....... \....._..~.-2OL. F x 5'w x .. ? .... O..5'ED, +2.0'TD ..-] ................ 6" TS&V .... ......TH1 ..... 113.5 ', 06]0 '23A ........................... WELL '~ NEW 1500g S.T.E.P. TANK W/AX20 .................... ~ .... & AUX PUMP VAULT 1~"¢ FORCED ......... ~ ............... MAIN NOTES: RECORD DRAWING PLAN ..... \ NO WELLS OR SEPTIC \ W/IN 200 FEET PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 RABBIT CREEK HTS, LOT 24A, ELK 1OH MARK SCHIMSCHEIMER 6151 AUSTRIA DRIVE ANCHORAGE, AK 99516 Date ~ 2/~/~ Scale 1 "=50' P.I.D. NO -020-581-50 PERMIT NO. 0SP101174 Sheet 2 OF 4 SYSTEM 16'' TOPSOIL AND VEGETATION 2" RIGID INSULATION 1/4" ¢ PERF /// /// /--0.5' GRAVEL ABOVE PIPE INVERT COVER EM BANKMENT //// (TYP) W/ 6" TOPSOIL AND VEGATATION.% 2.0' / ///f100.5 N ~~/N -98.0 rO.G. ~~t97'50~ (95.5 AT DRAIN FIELD) , ., ~ .......... ~9;.~ ,~~ ~'~ ~ ~REMOVE ORGANICS ~ GW ~ 4~' ~ BEFORE P~CING SAND ....... ~ 82.3 SEE SHEET 3/4 FOR SECTION TANK DETAIL k- _w ~ /-2" RIGID w ~ ~ ~ /INSULATION m_ Z ~-- w / <{ F- F-W o o / 1 1/4 ¢ w j r~ T ' F.G. 91.6 ~ ~ < c) .... ,_ ~ < -- w / PERF PIPE z u.~. ~,.a / $ · $ ~_ / /-1/8" HOLES 0 l-- r-', Et_ ~ ,, 0 I-- <~ = ~o / <~ ~ 4:1 SLOPES < / / ® 24 o.c. o ~o / ~ n TS&V-N n / / n ~z ~o / ~ x ~ ~l II ~ i II ,~vZ'~ o < / ~ < ~ ~1..,I] ............................................. 1.~ 98.~ ~=../I t5OOg STEP II I \ NEW DRAIN FIELO ~/" ' I TANK J [ I ~ . ,, t W/AX 20 PODI M PROFILE .oTis: PANNONE ENG SVC, LLC ~ 9~' '/~-,L25~.'Date RECORD DRAWING P.0. B0X 102954 ANCHORA6F', AK 99510 ~.~'"$."~"t '~"~' '~' ..~'~ PHONE (907) 272-8218 FAX (907) 272-8211 TH = P.I.D. NO 020-581-50 RABBIT CREEK HTS, LOT 24A, BLK 1OH ,'~.~,~ ..o.~,~ MARK SCHIMSOHEIMER eve~E~l~4~n n PERMIT NO 6151 AUSTRIA DRIVE~,~q~.. ..~,~ osmo~7~ SECTIONS ANCHORAGE, AK 99516 ~ ,'~ ....... ~'~ SPECIAL PROVISIONS TO' SPECIFICATIONS 1. ALL CONSTRUCTION WAS INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK WAS IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. 3. SCOPE OF WORK: ,3 BR HOUSE, NEW 15009 S.T.E.P. TANK, AX20 POD, AUXILARY PUMP VAULT, 5-WIDE TRENCH. SAND UNDER FIELD, TOP SOIL AND VEGETATED MOUND. 4-. GROUNDWATER WAS NOT ENCOUNTERED DURING EXCAVATION. ADVANTEX 4-J,M c^P_ ^x2o PODx ,.SU.*T~'~ ^UX,..^RY P^SS,.~ ~. ..~J RISER PUMP \ ill 4" PUMP-OUT/= ~" i I ANCHORAGE I SLIDE SECTION J OF 6" PIPE OVER THIS CONNECTION "14'- TO PROVIDE SHEER PROTECTION- EXTEND TO BRIDGE EXCAVATION rllr~ III1~ ~ CU COPPER DIP DUCTILE IRON PIPE TS&V TOPSOIL & VEGITATION DESIGN PARAMETERS LEGEND TH TEST HOLE PRIMARY SEPTIC SYSTEM w w- WATER LINE/ FC FOUNDATION CLEAN OUT NO. BEDROOM: 5 (450 gpd) WELL RADIUS T# TANK CLEAN OUT NO. TANK SIZE: 1,500 g S.T.E.P. C# CLEAN OUT NO. w/AX20 POD & AUX PUMP VAULT M# MONITOR TUBE NO. PERC RATE: 1.4- MPI ~ ~ EXIST'G SEPTIC R.I. RIGID INSULATION APPLC'N RATE: 6 GPD/SF DCO DOUBLE CLEAN OUT AREA RQD: 75 SF ~ ~ NEW SEPTIC DV DIVERTER VALVE SYS. TYPE:5-WlDE TRENCH MIN LENGTH: 15 LF CHAINLINK FENCE FS FLOW SPLITTER DESIGN: (E) EXISTING 20 LFxS' WxO.5' ED, 4-'SAND ..................... LIMIT OF FILL (P) PROPOSED BOTTOM OF GRAVEL 2' ABOVE O.G. (N) NEW ~"~.-'~'"~"--~'~-~.'~· ,. D a t e NoTEs: PANNONE ENG SVC, LLC g.~¢.~ 12/6/11 RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 99510 PHON[ (~oz) ~z~-~ tAX (,OZ) ~Z~-~ ~.'.:_" ~:~, Sool~ 1"=50' P.I.D. NO RABBIT CREEK HTS, LOT 24A, BLK l OH <~, 020-5~-50 61.31 AUSTRIA DRIVE~'~1~ .~~..'..x-x%a 0SP101174 DETAILS ANCHORAGE, AK g9516 ~¢~'z. ..... .[L~.~.~ Sheet FROM :Alpine Drilling FAX NO. :907 345 0202 0ct. 27 2011 09:29AM P1 Alpine Drilling & Enterprises Well Log Permit Number: #SW10f 174 Date of Issue: 9-28-2010 Parcel Identification Number: 02058150000 Date Started: 8-20-11 Date Completed: 8-20-1 ~ Is well located at approved permit location? x Yes [] No Legal Description: Rabb/t Creek View & Heights Block 10 H Lot 24 A Property Owner Name & Address: Mark Schimscheimer 6131 Austria Drive Anchorage, Alaska 99516 .... Borehole Data: ,' Depth (ft) Soil Type, Thickness & Water Strata From To Stick. up 0 2 Organics & silt 2 Gravelly set 3 31 silt 31 38 cobbly gravelly silt 38 97 silty sandy gravel 97 113 'gravelly silt ] ] 3 119 bedrock 119 207 h20 171 207 Method of Drilling x air rotary [] cable tool Casing type: stee_._~l Wall Thickness: .250 inches Diameter: 6 inches Depth: 1~22 feet Liner Type: ~ Diameter: ~ inches Depth: ~ feet Casing stickup above ground: 2_ feet Static water level (from ground level): O._feet Pumping level: 205~feet after _2 hours pumping 20+_ gpm Recovery Rate: 20+ gpm Method of Testing: ~ Well Intake Opening Type: [] Open End x Open Hole [] Screened Start ~ feet Stopped~ [] Perforations Start_ feet Stopped~ Grout Type: bentonite De0th: Star~ 0 feet Pump: Intake Depth , ,, feet Pump size ~ hp Brand Name Volume: I. bg Stoooed ? feet Well Disinfected Upon Completion? x Yes [] No Method of Disinfection: ,chlorine tableg Comments: Well Driller: ~41pine Drilling & Enterprises PO Box 110496 .4nchorage ~K 99511 Mark Begich Mayor Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.muni.orq/onsite (907) 343-7904 Well Drilling Permit Number: SW/0/'/? ¥' Pump Installation Log Date of Issue: ?//~¢~Z/>0 Parcel Identification Number: Legal Description Property Owner Name & Address: Pump Installation Date:,,,?/. ,,,~;.>:.~/'.. Pump Intake Depth Below Top of Well Casing: Pump Manufacturer's Name: Pump Model: / c~ ,: /.~' /'c~ .O'~&: Pump S~e / hp Pitless Adapter Burial Depth: ~ feet Pitless Adapter Manufacturer's Name: Pitless Adapter Installer: .:,~ Well Disinfected Upon Completion? ~es ~ No Method of Disinfec~on: ~/~ Comments: feet Pump Installer Name: -------- ,, Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. FROM :Alpine Drilling FAX NO. :90? 345 0202 Nov. 29 2011 08:51AM Pi Mark' Begich Mayor Devetoprrt¢~? 5er¥ices Dep,~'tmenf Building S=fe~ bivision On-Site Wat~ & W~stew~ter Progrem 4700 Blmore Rood P.O. Box Anchorage, AK 99507 (907) 343,.79~ ' ~ " Pump nsta.iat on Loft Welt Drilling Permit Number: SW /(7//7 'Y' Parcel Ident-]fieation Number: : Legal Descr~ptmn C) ~"~ :"!'.""ii:: .'.::..,r: .... ..!~ ~ .,....~'"' % - ,,.,~,~:~ , .%,., :~ :, . ED'S ELECTRIC, INC. P.O. Box 221003 Anchorage, AK 99522 ANCHORAGE Bus: 272 4591 Fax: 272 4590 November 29, 2011 Pannone Eng. P.O. Box 100217 Anchorage, AK. 99510 To whom it may concern: Subject: 8240 Robert Drive, Mark Shimshimer Ed's Electric Inc. inspected the septic system that was installed and wired by others. Appears the wires to the septic system and panel are in pipe and hooked up per 2011 NEC code and meets current MOA Standards. Changed out the breaker in the house panel to meet 2011 NEC Code requirements to a 2 pole 20A breaker, changed out 6 wirenuts to waterproof wirenuts in hand hole on pods and added a % ground bushing in the septic panel, power side · Alarm and phone appear to be hooked up properly. Thankyou, Kenny Rodgers Ed's Electric Inc. 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: OSP101174 Tax Code Number: 02058150000 Work Type: WellSeptic Initial Permit Effective Dates: September 28, 2010 to September 28, 2011 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: RABBIT CREEK VIEW & HEIGHTS Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 10H LT 24A G:3341 Owner/Address: MILOSLAV SVEC 11426 BURKWOOD DR CARMEL IN 460333990 Site Mailing Address: 8240 Robert DR, Anchorage Lot Size in Sq Ft: 24909 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y SepticTank 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. Received By: _ Date: .. Issued By: ~X ~'~'~ ~ ~J,~..~..-~--- Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www. muni.org/onsite (907) 343-7904 /o/17 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 020-581-50 Property owner(s). Mark Schimscheimer Mailing address6131 Austria Drive Site address Robert Drive Day phone 830-7322 Zip Code 99516 .Zip Code Legal description (Sub'd., Block & Lot) Rabbit Creek Heights, Lot 24A, BIk 10H Legal description (Township, Range & Section) Lot Size 24,909 Sq. Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR ([~ all that apply): Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] THIS APPLICATION IS AN: Initial [] Upgrade [] Renewal [] I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. Pannone Engineering Services, LLC ~_ (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: Pannone Engineering Services LLC Steven R. Pannone, Principal Re§istered Professional En§ineer E-mail: steve@panengak.com Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 August24,2010 Subject: Rabbit Creek Heights S/D, Block 1 OH, Lot 24A Septic System Permit Request Ladies and Gentlemen: I am writing to request that a permit to construct a new well and septic system be issued for this property. The proposed systems will serve a proposed three-bedroom house. The lot is not currently developed. The proposed scope of work is to install a new 1,500 gallon S.T.E.P. tank with AX20 pod, auxiliary pump vault, and absorption system along with a new private well that will serve this lot. 1. Soils. A single test hole was excavated by PES on June 30, 2010. See the attached soil log. Ground water was monitored for seven days. Ground water was monitored to a depth of 4.2 feet below ground level after the 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 6 gallons/day/square feet should be used using an advanced wastewater system, and 6 gpd/sf for a reserve system. Soil Absorption System Design. See Design Drawings sheet 2 of 3 for the design calculations. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and the existing drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The average topography in the area of the proposed septic system is approximately 10 percent. The area the sptic system will be installed is approximately 15 percent. There are no steep slopes within 50 feet of the proposed septic system. 5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and there are no further comments received from MoA On-Site Department, the note will be removed and "Issued for Construction" drawings will be issued. Mailing: ?~0. Box 100217, Anchorage~ Al( 99510.~021,7 Physicah 61.5 East 82~'a~ Ave, Cuite 56, Ancho~age, Al< 99503 Telephone: (907) 272-8218 FAX: (907} 272~-825. S. Page 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, ,,- c~ ;... A Steven R. Pa~one, P.E. O~er/Civil Engineer A~ac~ents: Mailing: ?~O. Box 100217, Anchorage, AK 9951.0-021.7 Physical:'~,~ 1.b- East; 82nc~ Ave, Cuite B6, Anchorage, AK 9s~nsv.., Telephone: (907) 272-.82~.8 FAX: (907} 2.72--.82~<1. Pannone En§ineerin§ Services LLC Steven R. Pannone, P.E., Principal Licensed & Registered in Alaska and Florida E-mail: steve@l~anenRak.com September 28, 2010 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road P. O. Box 196650 Anchorage, Alaska 99519 Re: Rabbit Creek Heights BIk 1OH Lt 24A En§ineered Fill Waiver I am writing to request a waiver be granted to use engineered fill under the proposed drain field on the above referenced lot in place of native unsaturated accepting soil, as described in the proposed code upgrade. If you have any questions or concerns, please contact me at 272-8218. Attachments: Sincerely, ,...-' ,.&~ -.....~ **. 9/28/~0 Steven R. Pannone, P. E. Principal IV~aiiing: ?,O, Box ~l.00z.~.7, Anchorage, Teiept'~sne: (907) 272--8218 FAX: ' EVELOPED , NO OR ' 15 ~,, ~ W/IN 200. FEET · LOT UNDEVEC~ED ~ ~ ~.~ · .. NO WELLS OR S~PTIC ~ ~ ,"-."w/~,, ':oo ~E~T ~ ) ~ ~ %'" '" '"-....,/¢ ; DITCH (E)% .... )'< . ~'. ............. · ~ ~-' ...... ...'5 :, · , .... ¢ ~ ~ , ,,~ ~r/ .. ..... . ........ ~EXISTING WELL ~/ ~ ./--' ~ *X .. ~ ~ ~ /'ANK iL) ~ /~ ; w~ ~> .................. 2?, ~/'N ~,_ , d. · ./~ , ~_.. ~'~.~ ...... / ................... ~ ................... ~ ........ ~ ~ ..... 0.5 ED, 0 TD .... 5ER 02.4 , ' / 1;'OOg S.T.E.P. TANK W/AX20 '""~: "¢ FORCEDI / . RESERVE FIELD (P) ~> / X ............. 20LF X 5'W X O.5'ED ' '/ ' O'TD I ' '"" "" "~ · ~0~~°~E~ · · NO WELLS OR SEPTIC I SEPTIC-AREA k W/IN 200 FEET I ~'~,-"'~'-"~'--~'~-'~,·. D a t e NOTES: P~O~ ~C, L~ ~¢_oE~L-'~,~ '" 9/7/10 FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 995104~'~'-'~ .... ~t¢',, PHONE (907) 272-8218 FAX (907) 272-8211 Scale ~ ..'~ ~ '...~ ~"=so' NO MARK SCHIMSCHEIME~ ~~%W~¢~ ~-~-~ fei ~'. CE 8149 '~ PERMIT NO 6~s~ ,usml, DroVE ,ll~&. /¢~i~ os,~o11~ PROPOSED SYSTEM ~-2" RIGID INSULATION //--1 1/4" ¢ PERF // ~0.5' GRAVEL ABOVE PIPE INVERT /// (~p) COVER EMBANKMENT w/ 6" z0, TOPSOIL AND VEGATATION_ 0.5' ~ ~ o.~. ,-- -- ~ ORGANICS .... P~CING SAND ~--- GW ~ 4.2' ~o. SEE SHEET 3/4 FOR SECTION TANK DETAIL ~ ~D z /INSU~TION~Dz ~ o o -~ < / PERF PIPE ~ z ~ z~ 0 / F 1/8" HOLES oJ o ~ o ~ D . ~o z z ~ ~ TS~V~ ~ o < 1500g STEP PROPOSED DRAIN FIELD TANK % .... W/AX 20 POD 1-1/4 ¢ ~ SOLID PIPE PROFILE ~~. Date FO~ P.O. BOX 102954 ANCHORAGE, AK 99510 ~.~- ~.0U[ (~07) 272-8218 F~X (~07) 272-8211 ~'~m ~.I.D. ~--~--~ i~ ~.. _ cE 8~ 4,9 '~ ~Zm.,T 6151 AUSTRIA DRIVE f~l~~¢ ~ 0sP101174 , · S h.., 20F4 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 OF ON-SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. 5. SCOPE OF WORK: 5 BR HOUSE NEW 15009 S.T.E.P. TANK, AX20 POD, AUXlLARY PUMP VAULT, 5-WIDE TRENCH. SAND UNDER FIELD, TOP SOIL AND SEED MOUND. 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION ABOVE 4 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 4 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. ADVANTEX 24" 4" JIM CAP_ AX20 POD~ INSULATED AUXILIARY PASSIA~RE ,.. }. "* c-- ' ' 'r-' , ili! SLIDE SECTION OF 6" PIPE OVER THIS CONNECTION ' 14' TO PROVIDE SHEER PROTECTION- EXTEND TO BRIDGE EXCAVATION CU COPPER DIP DUCTILE IRON PIPE TS&V TOPSOIL & VEGITATION LEGEND TH TEST HOLE DESIGN PARAMETERS FC FOUNDATION CLEAN OUT PRIMARY SEPTIC SYSTEM W WATER LINE/ T# TANK CLEAN OUT NO. NO. BEDROOM: 5 (450 gpd) WELL RADIUS C# CLEAN OUT NO. TANK SIZE: 1,500 cj w/AX20 POD M# MONITOR TUBE NO. & AUX PUMP VAULT $$ EXlST'G SEPTIC R.I. RIGID INSULATION PERC RATE: 1.4 MPI DCO DOUBLE CLEAN OUT APPLC'N RATE: 6 GPD/SF $$ NEW SEPTIC AREA RQD: 75 SF DV DIVERTER VALVE SYS. TYPE:5-WlDE TRENCH CHAINLINK FENCE FS FLOW SPLITTER MIN LENGTH: 15 LF (E) EXISTING DESIGN: ......... LIMIT OF FILL (P) PROPOSED 20 LFxS' WxO.5' ED, 4'SAND (N) NEW BO~-FOM OF GRAVEL 2' ABOVE O.G. ~"~-'~-"~"--~'~'~-'~'~ ... D a t e FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 ~.~.~¥-" "'?-?~.~i. RABBIT CREEK HIS, LOT 24A, BLK l OH .~-~:~..(~. ~'~ NO MARK SCHIMSCHEIMER 't~, .~e vi~: 79: n.°..~/PERMIT NO. 6131 AUSTRIA DRIVE · ER~B1 osP101174 DETAILS ANCHORAGE, AK 99516 'lJl~,~?,,,.,L~.,.v-~.,-/~'n~:A(n'*e'~--'~'~ Sheet SOILS LOG - PERCOLATION TEST TEST HOLE 1 SLOPE . . . ....... G~Y SlL~ G~L · ' 23A 5 ~ MUGM S~D D~P SEEPS BOH .... ~,~ ~., ..... ..,, ~ ................. WAS GROUND WATER SLOPE ENCOUNTERED? Y TH 1 IF YES, AT WHAT DEPTH? 6' DEPTH TO WATER AFTER MONITORING? 4.2' DATE: 7-8-10 WATER CLOCK NET ~TE R~DING DATE NET TIME LEVEL TIME R~ING DROP (MPI) 1 ~0-10 9:56 3.43" 0" 2 10:05 9 MIN 9.91" (D) 6.48" 1.39 3 10:08 3.18" 0" 4 10:18 10 MIN 10.16" 6.98" 1.43 5 10:22 - 1.65" 0" 6 10:32 10 MIN 8.48" 6.83" 1.46 PERO~TION ~TE 1.4 (rain/inch) PERC HOLE DIAMETER 6 inches TEST RUN BE~EEN 2 FTAND 3 FT COMMENTS: Test hole excavated by ~]J~sto~e ~xc. Test Hole was preso~ed before perc test. Test ~ fo~ o~e hout~ Zast 3 readings recorded. ~R~ORMED ~: Ste~e~ R. P~o~e, P.~. ~ C~RT]~ T~AT T~]S T~S~ WAS ~RFORM~D ~N ACCORDANC~ W~TH A~ STAT~ AND MUN~C~A~ QUaDraNtS ZN ~ECT ON TH~ DAT~ O~ ~N~S T~ST. NOTES: PHONE (907) 272-8218 FAX (907) 272-8211 g....~ ~ .....~ SoeIeNTS MARK SCHIMSCHEIMERf~3~"'- CE 8149, -~ PERMIT NO. 6151 AUSTRIA DRIVE-¢~-~~~fl~/~/)~ osP~o~74 SOILS LOG ANCHORAGE, AK 99516 ~O~[Og~'*~ ....... ~'~ Sheet ,~:z~ 4 OF 4 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND ./f~, .,~/~ ..~;]¢']/'¢/f~P/'~"~/~¢I~¢~ THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this .~ Day of'5~~~'e~ of 20 i~:>, by and between/y/..¢'p~g/~ .ff'~'/q'l/t4.$"~'A"cer~3tt.¢O¢~ herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as /'~¢~ 7- ,~ r¢,'~ t~../oA¢ located at .~/~¢8r ~c~ c'¢'~'7- ,gtr~a"/~gtegT'3' , Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an AWWTS that Includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65. B. Certificate of On-Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction) An On-Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On-Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of '-----' C;~ ' ' ($ (? .00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certifiCate of On-Site approval is issued to the new owner or transferee of the property. 5. Alterations~ Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: ~ C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding 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 Memorandum of Understanding. 10. Severabilit~. Any provisions of this Memorandum of Understanding decreed invalid by a cou~ of competent jurisdiction shall not invalidate the remaining provisions of the Memor~ Understanding. OWNER:/// MUNICIPALITY: STATE OF ALAS~ ) ) SS. THI~ JUDICIAL DIST~CT ) foregoing instrument was ac~owledged before me this The R ALAS~ M~~ission expires: ~!~ [ Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street .~ P.O. Box 196650 Anchorage, AK 99519-6650 www. muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. o2o-58~-5o GENERAL INFORMATION Complete legal description Rabbit Creek Heiqhts, Block zoH, Lot 26A Location (site address) 8260 Robert Drive Expiration Bate: ~/~'//~/ Current Property owner(s) Milo$1avSvek Mailing address Day phone Lending agency Mailing address Day phone Real Estate Agent Mailing Address Unless otherwise re~'ueSted COSA will be held by DSD for pickup. NUMBER OF BEDRooMS~.:, 3 TYPE OF WATER SUPPLY: Individual Well .. [] Individual Water Storage [] Community Class ,, Well [] Public Water System [] Day phone TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding Tank Community On-site 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 bedroqnqvs~al~d type of structure indicated herein. I further verify that based on the information obtained from th.e ~c'fpA[i~ ~f Anchorage files and from my investigation and inspection, the on-site water supPly and/or v~?/~i;sposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and fe~lulations in effect at the time of installation. Name of Firm Pannone Engineering Services, LLC Phone 272-82~8 Address P.O. Box zoo2~.7, Anchorage, AK 995zo Engineer's Printed Name 5teven R. Pannone, P.E. Date Engineers Comments: In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MOA DSD Guidelines & Regulations. The reported results describe the performance of the system underthe 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 &feets or encroachments. PES can therefore not provide any warranty for future performance nor give any estimate of how long the system will continue to meet the operational requirements of the MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized nor will it confer any legal fight whatsoever. 5. DSD SIGNATURE b/' Approved for ~ bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory (Rev. 11/05) ~ X Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: I ~'/~;/! ( Municipality of Anchorage Development Services Department Building Safety Division On:Site Water. & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www. muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: A. WELL DATA Well type Private Date completed Total depth ..ao7 ft. Rabbit Creek Hei§htsw Block ~oH, Lot a~A If A, B, or C provide PWSID # Sanitary seal (Y/N) Y Cased to ..=.== ft. Parcel ID: o2o.58=-5o FROM WELL LOG Date of test Static water level o Well productiOn 2o+ WATER SAMPLE RESULTS: Coliform Ne§ colonies/100mL A~'senic: ND ug/I I~i SEPTIC/HOLDING TANK DATA ~Tank Type/Material ... Steel - S.T.E.P. Tank size =5oo gall Foundation cleanout (Y/N) Y Date of pumping C. ABSORPTION FIELD DATA Well Log (Y/N) Y Wires properly protected (Y/N) Y Casing height (above ground) 24 AT INSPECTION g.p.m, g.p.m. in. Nitrate . a.o~ mg/L Date of sample: Collected by: PES Date installed Number of Compartments _= Cleanouts (Y/N) Y Depression over tank (Y/N) _N High .water alarm (Y/N) Y Pumper Date installed 8h.612m. a Length =o Total depth 3~ ff. Date of adequacy test Results (Pass/Fail) Fluid depth in absorption field before test in. Elapsed Time: min. Final fluid depth __ Any rejuvenation treatment (past 12 mo.) (YIN & type) Soil rating (g.p.d./~ or ~/bdrm) 6 g_=d/sf ft. Width ~ ft. Eft. absorption area =.oo ~ Monitoring tube Y Water added in. System type Shallow Trench Gravel below pipe o.5 ft. Depression over field N For bedrooms gal. New depth in. Absorption rate >= g.p.d. If yes, give date LIFT STATION Date installed "Pump on" level at _/,_q in. Datum Bottom E. SEPARATION DISTANCES Size in gallons 250 "Pump off" level at .~ in. Cycles tested Manhole/Access (Y/N) Y High water alarm level at ~5 Meets alarm & circuit requirements? Y in. SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot ~.o8.7 Absorption field on lot ~.o8.~ Public sewer main 75+ Sewer/septic service line. 25+ Animal containment areas 5o+ On adjacent lots ~.oo+ On adjacent lots zoo+ Public sewer manhole/cleanout ~.oo+ Holding tank 2o0+ Man ute/animal excrete storage areas 200+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation ~.e Property line Water main ~o+ Water service line 25+ Wells on adjacent lots SEPARATION DISTANCE'FROM ABSORPTION FIELD ON LOT TO: Property line ~.6.8 Water Service line Curtain drain 50+ F. COMMENTS New System 1o+ Building foundation 29.~ Surface water ~.oo+ Wells on adjacent lots ~oo+ Absorption field 7.6 Surface water ~oo+ Water main 7,;+ Driveway, parking/vehicle storage ~.o+ I certify that i have determined through field inspections and revi?w of Municipal records that the above systems are in .~_.,.,~,.~.~,~.9.~__H=~.~,.~...,~ conformance with MOA COSA guidelines in effect on this date. Printed Name COSA Fee $ ~ Date of Payment Receipt Number (Rev. 11/05) Waiver Fee $ Date of Payment Receipt Number J Lot 24A 24.,g09 DRIVEWAY Lof 25A SEFI3C J SEE 10' UTILITY EASEMENT------, / / / / ~D / / Lot 17A WAU_ / / / Lot 25A EASEMENT 2~ HOUSE DETAIL SCN.E: 1 # = 20' PLOT PLAN AS BUILT X SCALE 1' = 40' GRID SW 3341 ProJecf No. 10-147 Long & Associofes, inc. 11500 Daryl Avenue, Anchorage. Alaska 99515-5049 Registered Land Surveyors (907) 522-6476 Phone (907) 522-4625 Fax ~ OF A' '~.~ ......... ~0~"-. m.s~o~ ."~ u~'...l~lt~h ...-'4, kglangls~alaska.nef / J¢langls~alaska.nef I hereby certify that I have surveyed the followlng described property: Lot 24A, Blook 1OH, Rabblf Creek Heights Subd. (Plat No. 2004-91) Anohorage Reoordlng Dlsfrlof, Alaska, and that the Improvements elfuafed thereon are wlfhln fha property Ilnee and do not encroach onto the properly adjacent thereto, that no Improvements on the property lying adjacent thereto encroach on the surveyed premlees and that there are no roadways, fransmlsslon lines or other vlsible easements on said properly except as Indlcatsd hereon. Datsd this the 12.,'~ Day of ~:~¢-'T=,~.. ,7..oI,~, , at Anohorage, Alaska If le the responelbillfy of the owner fo detsrmlne fha existence of any easements, covenants, or resfrl~lons which do not appear on the recorded subdlvlslon plat.