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Home My WebLink AboutMARVINS GARDEN LT 1Onsite File 3 � •'1. mr NNEW ks 4�f TI 2N R3W SEC 21 Lot 12 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 1 of 3 www.ci.anchorage.ak.us (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: OSP111144 PID Number: 015.271.15 NameMarvin Rader : Wastewater System: ❑ New ® Upgrade Address: 1 ane St., 99516-2634 ABSORPTION FIELD Phone: Number of Bedrooms: ® Deep Trench D Shallow Trench O Bed D Mound D Other: LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: 1.2 GPD/F1' 11 Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: 12 4 Ft. 7 Ft. Township: Range: Section: Fill added above original grade: Gravel Length: 0 Ft. 36136 Ft. Well: [_1New EJUpgrade Gravel width: Number oflines: Distance between lines: 313 Ft. 2 17.1 Ft. Classification (Private, A, B, C): Total Depth:Cased to: Total absorption area: Pipe Material: ExistingPrivate Ft. Ft 1008 Flr 3034 PVC Driller: Date Drilled: Static Water Level: Installer: Date lcalalled: Ft. Dean Construction 7129/2011 Yield: Pump Set at. Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES ® Septic ❑ Holding ❑ S.T.E.P. ❑ Other: To Septic Absorption Lift Holding ublic/Private Manufacturer. Capacity: From Tank Field Station Tank Sewer Line Anchorage Tank 1250G1. Well 101.3 109.2 s Matenal: Steel Number of Compartments: 2 Surface Water 100+ 100+ LIFT STATION Lot Line 1U+ 75.6 size Manufacturer: Gal Foundation 105.4 113.6 'Pump on' level at 'Pump off, level at: High water alarm at: 1 in. in. in. Curtain Drain 50+ 50+ Pump Make B Model Electrical Inspections performed by: Remarks: First 30' of new service line encased in 6" sc40 PVC BENCH MARK Location and Description: Top of Well Vault Assumed Elevation: 100.0 Ft. Engineer's Stamp Inspections performed by: PANNONE ENG. SVC, LLC Dates: 161 7127/2011 q4�. 2'd 712912011 ��P�E,OF Development Services Department Approval : `•;�i s " Conditional Approval Date: ' ...... ...... .. ..... .........1..... ..............Illy �y Steven R. Pannone: f`i/a ��Cs'•.• No. CE 8149 / Reviewed and approved by: t/' Date: J / 8 -1�2 0� .... ...... scv. oa/osl tu itaESS„�p� CONNECTED TO EXISTING., CI SERVICE LINE. 4" PVC //zo, 'INSIDE 30 LF 6" SC40 PVC CASING. INSTALLED END OF CASING WELL (E) EmST'G 1,600g SEPTIC TANK f ABANDONED PER CODE 0 4BR y p I EXIST'G CRIB IN FAILURE 'HOUSE DC ABANDONED PER 101.3 9w 4 N-6- D/W, mi T ty 1250g SEPTIC TANK (P) INSTALLED DCO AND FS sg C RV DUMP NOT INSTALLEDDFS 1M 1 G33 NN DEW TH1 UPGRADED DRAINFIELD (N) (2EA) 36LFx7'EDx2.5'W, 1 1'TD SWING TIES GARAGE CO A T1 105.4 108.9 111.8. 2 105.7 DCO f06.8 113.6 FS 118.4 X124.2 t C1 1113.8 115:1 M1, 113.7 1'15.5 11C2 131-4 1,42.2 M2 .129.8 140.3 G,3 1,46.4 153.0 '.M3 146 .5 152.0 NOTE -C4 \139.5 135;5 RV DOMR WAS M4 T40.0 136,5 NOT INSTALLED NOTES: PAMONE ENG SVC, LLCDote RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 OF. A1_4 1/17/12 � PHONE (907) 272-8218 FAX (907) 272-821100, Scale -149 TH .1.7 0 T12N, R3W, SEC 21, LOT 12 . ..... P.I.D. NO MARVIN & MARY RADER . I .... — —I .St vR.Pnnone , PERMIT NO. 10901 HANE STREETCE 8149 6' OSPI11144 Anchorage, AK 99516 Sheet PLAN s — 2 OF 3 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. 3. SCOPE OF WORK: 4 -BEDROOM HOUSE, NEW 1250g SEPTIC TANK, NEW DRAIN FIELD, AND RV DUMP OUTSIDE 100' WELL RADIUS 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION ABOVE 17 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 17 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. TH-1 91.5 OORT— SM GW 94.0 NEW 1250 g SEPTIC TANK DESIGN PARAMETERS UPGRADE SEPTIC SYSTEM NO. BEDROOM: 4 (600 gpd) TANK SIZE: 1,2508 PERC. RATE: 21.6 MPI SOIL RATING: 0.6 gpd/SF AREA ROD: 1000 SF SYS. TYPE: TRENCH, 7'ED, MIN LENGTH: 71.4 LF USE: (2EA) 36LFx2.5'WIDE, 7'ED, 4' TO TOTAL AREA: 1008 SF 93.8 91.5 Filter Fabric / above pipe inv F0.589.8 87.5JV4" diam. drain pipe n rock w pipe inv. -II� 828 80.5 ISI - 2.5I--14.0 —{ 2.5I SECTION No groundwater monitored Wo mo -n.DL-- z TEST HOLE o 74.5 a0 S w 5 o o z ox �o I i o `F810 HDPE 2< U z =W o� FS U TO OU 94.0 NEW 1250 g SEPTIC TANK DESIGN PARAMETERS UPGRADE SEPTIC SYSTEM NO. BEDROOM: 4 (600 gpd) TANK SIZE: 1,2508 PERC. RATE: 21.6 MPI SOIL RATING: 0.6 gpd/SF AREA ROD: 1000 SF SYS. TYPE: TRENCH, 7'ED, MIN LENGTH: 71.4 LF USE: (2EA) 36LFx2.5'WIDE, 7'ED, 4' TO TOTAL AREA: 1008 SF 93.8 91.5 Filter Fabric / above pipe inv F0.589.8 87.5JV4" diam. drain pipe n rock w pipe inv. -II� 828 80.5 ISI - 2.5I--14.0 —{ 2.5I SECTION No groundwater monitored PROFILE ABBREVIATIONS CU Wo mo DUCTILE IRON PIPE TH TEST HOLE o FOUNDATION CLEAN OUT 'o 2 a5 CU OI CU J x 4!' Die Pert Pipe x� U t a `F810 HDPE 2< U PROFILE ABBREVIATIONS CU COPPER DIP DUCTILE IRON PIPE TH TEST HOLE FC FOUNDATION CLEAN OUT T# TANK CLEAN OUT NO. C# CLEAN OUT NO. M# MONITOR TUBE NO. R.I. RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE FS FLOW SPLITTER TO TOTAL DEPTH B.O.G. BELOW ORIGINAL GRADE NOTES: PAMONE ENG SVC, LLC RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 T12N, R3W, SEC 21, LOT 12 MARVIN & MARY RADER 10901 HANE STREET DESIGN NOTES Anchorage, AK 99516 LEGEND W WATER LINE/ WELL RADIUS — SS — EXIST'G SEPTIC — SS — NEW SEPTIC TREE LINE ' nLgAll►. 110/15/11 ... . .... ...... NTS P.I.D. NO •teven •Ft. Pannone• j P.•. CE 8149 /� ('lt�Fl40FESS0NP�`� 15-271-1; PERMIT NO. OSP111144 Sheet 2 OF 3 Permit Number: OSP111144 Tax Code Number: 01527115000 Work Type: Septic Permit Effective Dates: July 20, 2011 Design Engineer: Subdivision: On-Site Wastewater Disposal 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 Upgrade to July 19, 2012 PANNONE ENGINEERING SERVICE T12N R3W SEC 21 Site Legal Address: T12N R3W SEC 21 LT 12 G:2634 Owner/Address: RADER MARVIN R & MARY 10901 HANE STREET ANCHORAGE AK 995161439 Site Mailing Address: 3000 O'MALLEY RD, Anchorage Lot Size in Sq Ft: 173745 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N 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: /~,,~- ~'}c~x..~~- Date: MILJNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program Mayor Dan Sullivan Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. OI5--2-7/- t~--' Property owner(s) ./4,~,4/~~ ~) /~,¢~z y Mailing address }O?ol t~~ 6~ , Site address ~O~ol ~E Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) Lot Size 175/ 7~ Sq. Ft. Number of Bedrooms Day phone THIS APPLICATION IS FOR: THIS APPLICATION IS AN: ([~] all that apply) Absorption Field E~ Initial [] Septic Tank [~ Upgrade ~ Holding Tank [] Renewal [] Privy [] Private Well [] Water Storage [] THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: 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. (Signa~;rr~Sf ~)r~per{y o~vner or authorized agent) Rush ~ -- Fees: Date of Payment: '"'1 Receipt Number: Permit No. O~¢ [\'\~L~ Waiver Fees: Date of Payment: Receipt Number: Waiver No. G:\Building\On Site\Forms\Client Forms\Permit App_010411 .doc (Rev. 1/11) Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com March 4, 2011 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: T12N, R3W, Sec 21, Lot 12 Septic System Permit Upgrade Request Ladies and Gentlemen: I am writing to request a permit to construct an upgraded septic system be issued for this property. The proposed systems will serve an existing four-bedroom house. Currently the lot is developed. The lot is served by a private well. The existing crib is in failure and shall be decommissioned per code. The existing tank shall be decommissioned per code and a new 1250g septic tank installed. A new drain field will be installed east of the existing field and will be sized to handle a four-bedroom waste stream. The surrounding developed lots are served by private water systems. The private wells are located over 200 feet from the proposed soil absorption system. 1. Soils. A single test hole was excavated by Pannone Engineering Service in June of2011. See the soil log attached. Ground water was monitored for seven days. No ground water was monitored to a depth of seventeen feet (17') 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 0.6 gallons/day/square feet should be used, using a conventional wastewater treatment system. e 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 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 5 percent based on the survey information in the area of the septic system. Them are no steep slopes within the vicinity of the proposed drain field. Mai~ing: P,O~ Box 100117, Anchorage~ AK Physical: 615 East 82r'''~ Ave, CuJte B6~ Anchorage, AK 99503 TeJephone: (907) 272-8218 FAX: {907} 272-8211 Page 2 of 2 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. 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)F , .................... ?, ,,~ Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: Mai/lng: P~O, Box t002Z7,, Anchorage, AK 99510-02J, 7 Physical: 61J, 5 East 82~; Ave, Suite B6, Anchorage, Al( 9950~,} Telephone: (907) 272-8218 FAX: (907} 272-8211~ ., ; ~" WELL (E} ~'"'--L~D 7 '":::':f'::' ............ \, "". ", ' ........ " "/ \ '"",/ EXIST G 1,000 ' '" I ..' ~ INSTALL FCO-~ ~ /-SEPTC TANK ' ' I ~' .z ',. ~RR ~'~ ~ / ,,' ',, EXIST G CRIB IN FAILURE '~ ~ ....... ~H~OSE~ ~ ' ~ "~ABANDON PER CODE ~ ~ '",. ~ 0 "'. ' z ~ ~ 1250g SEPTIC TANK (P) ~ I .~/~' ' ::.',, , __~ INSTALL DCO AND Y~ ~f~7 .~7 ' ~ ," INSTALL RV DUMP BEFORE TANK~~~ //~ ~" .' ' ~'.. , ..' ,~ "'.~ '.....~,; ',.~~~. ~ , :' (2EA) 36LFx7 EDx2.5'W, 11'ID : , ': , ', RV DUMP MUST BE . ' , ' ~ ' .' OUTSIDE WELL RADIUS. FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510~.~x..-~~ 7/20/11 Sc~J~ 5o. T12N, R3W, SEC 21, LOT 12 ~'.~ P.I.D. NO ~ 315-271-1. MARVIN ~ MARY RADER?~, ~eve~e~n .~ ~0. 10901 HANE STREET 'i~ e~" .~ osP~ PLAN Anchorage, AK 99516 ~ ?~ .. ...... .~ 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 AI~-ACHED SPECIFICATIONS. 5. SCOPE OF WORK: 4-BEDROOM HOUSE, NEW 1250g SEPTIC TANK, NEW DRAIN FIELD, AND RV DUMP OUTSIDE 100' WELL RADIUS 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION ABOVE 17 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 17 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. COVER-- ] TH- 1 ,/- Filter Fobric OONORETE_/ 4jo' OR J %~'~.~,;;.![~f" // Drain rock 6" DUMP BASIN --2.0 4.0 ~above pipe inv -3.0 ~ ~ ~ 0.5 ~~4" diam. ~ drain pipe FOOT VALVE SM 7.0 ~ Drain rock DRAIN COVER -SLOPE BABIN ¢;,¢"-~--below pipe inv. 0.5 0.5 EXIS'PG : 2.5 14.0 GW 6.O ~CONNEC~TO J SECTION 4" SEWER LINE -- 17.0 RV DUMP No groundwater o~-Z ~- ~- monitored = o~' z ~o~ ~o8 z ~O ~ O = ~O ~ ~ ~4" Dia Peff Pi~ Q d ~ /F810 HDPE / ~ ~ NEW1250g = ,.- SEPTIC TANK ~ - (2 fi~) DE[~ IRfi~GH 8~[ DESIG~ ABBREVIATIONS DESIGN PARAMETERS cu COPPER LEGEND UPGRADE SEPTIC SYSTEM DIP DUCTILE IRON PIPE TH TEST HOLE W WATER LINE/ NO. BEDROOM: 4 (600 gpd) FO FOUNDATION CL~N OUT WELL RADIUS TANK SIZE: 1,250g PERC. RATE: 21.6 MPI T~ TANK CLEAN OUT NO. SOIL RATING: 0.6 gpd/SF C~ CLEAN OUT NO. -- SS EXIST'G SEPTIC AREA RQD: 1000 SF M~ MONITOR TUBE NO. SYS. ~PE: TRENCH, 7'ED, R.I. RIGID INSU~TION -- SS NEW SEPTIC MIN LENGTH: 71.4 LF DCO DOUBLE CLEAN OUT USE: DV DIVERTER VALVE ~ TREE LINE (2EA) 56LFx2.5'WlDE, 7'ED, 4' TD FS FLOW SPLICER TOTAL AREA: 1008 SF TD TOTAL DEPTH B.O.G. BELOW ORIGINAL GRADE NOTES: ~~. D a t e FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 ~,0~[ (~07) 272-8218 F~X (~07) 272-8211_. _.~."~ ~ ....~,~ T~2~, ~3W, SEC 2~, ~O1 ~2 ~-'~'~~~ ~.L~. MARVIN & MA~Y ~AD~ .~3~s-27~-15 10901 HANE STREET '~,~ CE8149.'~ 0SPl11144 DES ON NOTES A ch° ge, AK 99516 ~ ,~¢~ ....... ~-~ Sheet ~X~ 2 o[ 3 SOILS LOG - PERCOLATION TEST TEST HOLE 1 SLOPE SITE PLAN 1 -- OR TOPSOIL 3 PT RED PEAT 5-- 6 -- SM TIGHT GRAY TEST X 7 -- SILTY SAND HOLE 8-- 10 -- 12 -- GRAVEL 13 -- GW WAS GROUND WATER SLOPE 14 -- ENCOUNTERED? N 15 -- IF YES, AT WHAT TH 1 16 -- DEPTH? -0-' X 17 DEPTH TO WATER AFTER BOH MONITORING? -0- 18 DATE: 6-29-11 DATE PERFORMED: 6-22-11 CLOCK WATER READING DATE TIME NET TIME LEVEL NET DROP READING 1 06122111 10:15 4.15 2 10:45 30 MIN 6.02 1.87 3 10:45 4~15 4 11:15 30 MIN 5.60 1.45 5 11:15 4.15 6 11:45 30 MIN 5.54 1.39 PEROLATION RATE 21.6 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 6 FTAND 7 FT COMMENTS: Test hole excavated by A+ HOME SERVICES. Test Hole was presoaked before perc test. 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: PANNONE ENG SVC, LLC .... s.4511,. 7/2o/11 FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 ~..~'."' ~/~'?['--..,~,~ Scale PHONE (907) 272-8218 tAX (907) 272-8211 ~'~,.'hc~ TH ~' ".~_,~,~ NTS T12N, R3W, SEC 21, LOT 12 ~ .......... ~ P.I.D. NO 01~_5_~271-15 MARVIN & MARY RADER PERMIT NO. 10901 HANE STREET ~, ~,~. · :c~%~'~'_ 0SP1111 44 SOILS LOG Anchorage, AK 99516 '~.~',L ...... .~,L~.~ Sheet