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Home My WebLink AboutNEAR POINT KNOLL BLK 1 LT 7N or Point Knoll Block I Lot 7 #041-021-50 Municipality of Anchorage Community Development Department Page 1 of 3 On -Site Water and Wastewater Program 4700 Elmore St. - P.O. Box 196650 Anchorage, AK 99519-6650 - http://www.muni.org/onsite - (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP131143 PID Number: 041-021-50❑ New 0 Upgrade Name: JOHN HAGMEIER ABSORPTION FIELD F/_1 Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 6200 KALMIA DRIVE El Other Phone Number of Bedrooms Soil Rating Total depth from original grade 1 5 1.2GPD/SF 8 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3 Ft. Gravel depth beneath pipe 5 Ft. Subdivision Block Lot NEAR POINT KNOLL 1 7 Fill added above original grade 3-13 Ft, Gravel length 67 Ft. Township Range Section Gravel width 2.5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 670 Ft2 1 Ft. Well 452.0 427.3 NA N/A TANK El Septic [I S.T.E.P, r_1 Holding M Other Manufacturer Anchorage Tank Capacity I 15000al. Surface Water 100+ 100+ N/A N/A Material Number of compartments Lot Line 62.0 27.8 N/A N/A Steel 2 NA Foundation 27.0 79.5 N/A I N/A LIFT STATION Manufacturer Capacity Curtain Drain N/A N/A I N/A N/A Gal. Remarks Pump on level at in, Pump off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House totank3034 Tank to 3034 drainfield JOHN HAGMEJER HOMES Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCHMARK (Assumed elevation) 1044ft Inspection st dates: 1 10/2/2013 2"' 10/3/2014 Location and description 3 Id 4th FOUNDATION COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp OF A �kk Conditional Approval: Date _I t9 .0k teven •pa, ci rR; e Approved k Date JE 8149 �0 inspection Neport_-i--i--iz.aoc T&E EASEMENT I / /�-- —----- TRUE NORTH _.a SCALE 1"= 50' \ I II i t i I i BRSFD — 1—_ I / 1 I I I \ E DRIVEWAY I \ o \ 11 I 1 \ \ \ \ \ 1500a SEPTIC TANK N T \ 452.0 149.5 I 79.5 \\ \\ \ \ / 1 TH-1 \ , \\ 427.3 /3 \ c (TO CLASS 'A WELL) \ X27.8— — — — — — — DRAIN FIELD N — — \ 67LF x 25W x 5.O'ED x 8.0' TD RESERVE DRAIN FIELD NIC . _ \ 163LFx2.5'Wx5.O'EDx8.0'TD 1004 1o1z I I I1lo/nl I III I I I II I I l%oII na C,10zaI 1044 ozo,/ 1040 / / / 6os O \ \ A I \ NOTES: PANNONE ENG SVC, LLC ,G Dote 04/06/2018 RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 99510 P'�� ••""'••. PHONE (907) 272-8218 FAX (907) 272-8211 •• Scale "' •' •• P.I.D. NO NEAR POINT KNOLL B1 L7 41-021-50 JOHN HAGMEIER ••}everi'I�.'Panriona PERMIT N0. DRAWN JRL CE 8149 6200 KALMIA DRIVE OSP131143 SITE PLAN ANCHORAGE, AK 99507 '' Sheet 2OF3 A B T1 61.7 33.2 T2 68.7 41.8 DCO 92.8 69.0 Cl 93.3 1 76.8 M1 98.7 80.1 C2 130.5 102.3 M2 127.3 100.0 T&E EASEMENT I / /�-- —----- TRUE NORTH _.a SCALE 1"= 50' \ I II i t i I i BRSFD — 1—_ I / 1 I I I \ E DRIVEWAY I \ o \ 11 I 1 \ \ \ \ \ 1500a SEPTIC TANK N T \ 452.0 149.5 I 79.5 \\ \\ \ \ / 1 TH-1 \ , \\ 427.3 /3 \ c (TO CLASS 'A WELL) \ X27.8— — — — — — — DRAIN FIELD N — — \ 67LF x 25W x 5.O'ED x 8.0' TD RESERVE DRAIN FIELD NIC . _ \ 163LFx2.5'Wx5.O'EDx8.0'TD 1004 1o1z I I I1lo/nl I III I I I II I I l%oII na C,10zaI 1044 ozo,/ 1040 / / / 6os O \ \ A I \ NOTES: PANNONE ENG SVC, LLC ,G Dote 04/06/2018 RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 99510 P'�� ••""'••. PHONE (907) 272-8218 FAX (907) 272-8211 •• Scale "' •' •• P.I.D. NO NEAR POINT KNOLL B1 L7 41-021-50 JOHN HAGMEIER ••}everi'I�.'Panriona PERMIT N0. DRAWN JRL CE 8149 6200 KALMIA DRIVE OSP131143 SITE PLAN ANCHORAGE, AK 99507 '' Sheet 2OF3 1500g SEPTIC TANK (P) DESIGN PARAMETERS 5/23/200 PRIMARY SEPTIC SYSTEM NO. BEDROOM: 5(750 gpd) z z z < z SOIL RATING: 1.2 GPD/SF ABBREVIATIONS Z 5 'n AREA ROD: 625 SF n 1500g SEPTIC TANK (P) DESIGN PARAMETERS 5/23/200 PRIMARY SEPTIC SYSTEM NO. BEDROOM: 5(750 gpd) TANK SIZE: 1500g PERC RATE: 1.7 MPI SOIL RATING: 1.2 GPD/SF ABBREVIATIONS AREA ROD: 625 SF SYS. TYPE: DEEP TRENCH 5.0'ED w 4v —WATER LINE TH TEST HOLE MIN LENGTH: 62.5 LF WELL RADIUS (P) PROPOSED (E) EXISTING USE: _ss —ss — NEW SEPTIC CO CLEAN OUT NO. 67.OLFx2.5'Wx5.0' E.D., 8.0' TD MT MONITOR TUBE NO. TOTAL AREA: 670 SF TYP TYPICAL NOTES: PAMONE ENG SVC, LLC Date RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 99510 04/06/2018 PHONE (907) 272-8218 FAX (907) 272-8211 Scale TH 1" = 50' .... .. P.J.D. NO NEAR POINT KNOLL 131 L7.. ..... —041-021-50 DRAWN JRL JOHN HAGMEIER • *Pannope PERMIT NO. 6200 KALMIA DRIVE OSP131143 PROFILE ANCHORAGE, AK 99507 Sheet 1 3 OF 3 rflTm I • • moo° m ;m {¢? ••• C.S. • ••p• . • •® AV °SSP ® ®••®® a J a rflTm I �e � 8 ` 123 ...,«�.,m N 6✓V � I 1'56"E Ape `gyp �4m v !I f I � I t? I c>�L4 FIC T tit En ;�0 o 0 , B U) �.� 00 K • M LM) -O CO cu 06� •� �X �e � 8 ` 123 ...,«�.,m N 6✓V � I 1'56"E Ape `gyp �4m v !I f I � I t? I c>�L4 FIC T tit En ;�0 to to i 00 Municipality ~ W~�m� �6� Anchorage nmu��u�� n ��umorage On -Site Water and Wastewater Program P.O.Box 1SG550 4780Elmore Road Anchorage, Alaska 995196O5O Ph < 04 Fax: (SO7)343'7SB7 Review Comments Engineer: Pannone Legal Description: NEAR POINT KNOLL Blk 1 Lt 7 Parcel ID: 04102150000 Permit: DSP131143 Septic Report Type: AxBuilt Review 4/13/2018 Completed By: R.Carroll The application has been reviewed and the following comments have been generated. These are to be satisfactorily addressed prior to MOA approval: ` � �K Update benchmark elevation on |Rform tobomore inline with elevation markers onsite plan. ��c "�Y� ��Update "Fill added above nhgine|grade" on|Rform. ��~~ 4-3 ��x/�5~�(� `--~^°~~=�� / " __' L�Tanksize ieentered es1.25Ogallons under Design Parameters onprofile drawing. Elsewhere itia1.SOUgallons. P|eameaddreaa� I V�,c�� .my~\ _ � `~_ �� "�� 4. As -built survey has two additional septic vents near drainfield that are not shown on site plan. Please address. On-Site Wastewater Disposal System Permit Permit Number: OSP131143 Tax Code Number: 04102150000 Work Type: Septic Permit Effective Dates: June 13, 2013 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 to June13,2014 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: NEAR POINT KNOLL Site LegalAddress: NEAR POINT KNOLL BLK 1 LT 7 G:2043 Owner/Address: JOHN HAGMEIER HOMES LLC 2204 CLEVELAND AVENUE ANCHORAGE AK 995170000 Site Mailing Address: 6200 Kalmia DR, Anchorage Lot Size in Sq Ft: 39856 Total Bedrooms: 5 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: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 041-021-50 Property owner(s) Marko Hrgovic Mailing address 140 W 10th Avenue #9, Anchorage, AK 99501 Day phone Site address 6200 Kalmia Drive Legal description (Sub'd., Block & Lot) Near Point Knoll, Block 1, Lot 7 Legal description (Township, Range & Section) Lot Size 39,856 .Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: (F;~l all that apply) Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] APPLICATION IS AN: TYPE OF DWELLING: Initial [] Single Family (SF) (w/wo ADU) Upgrade [] Duplex (D) Renewal [] 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. '~ignature of property owner or authorized agent) Permit/Rush Fees: ~':~ ~ ~)\~' "~ Waiver Fees: Date of Payment: ~ [Io~[15 ~ J)'~ Date of Payment: Receipt Number: C)~'~-I~ C~ Receipt Number: Permit No. (~1 ~ ~ ~, ~'~ Waiver No. Permit App_~- :- :'._.Jo: Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-maih steve@panenRak.com June 10, 2013 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Near Point Knoll, Block 1, Lot 7 Septic System Permit Request Ladies and Gentlemen: I am writing to request a permit to install a septic system be issued for this property. The proposed systems will serve a proposed five (5) bedroom house. Currently the lot is undeveloped. This lot is served by a class 'A' well (PWSID#: 2218642) that is over 200 feet from the proposed septic system. The surrounding developed lots are also served by this class 'A' well. 1. Soils. One test holes was excavated by Pannone Engineering Services in May of 2013, and the ground water monitored for seven days. Groundwater was not observed in the hole monitor tubes after the seven day monitoring period to a depth of 14.0 feet during the month of May. 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 gallon/day/square feet should be used for the conventional 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 topography slopes from northeast to southwest at approximately 10% to 15% in the area of the proposed drain field. There are no steep slopes in the area. 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. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, A~chorage, AK 9950I Telephone: (907) 272-8218 FAX: {907) 272-8211 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, ~ 8teven R. Pannone Steven R. Pannone~ P.E. Owner/Ovil ~n~ineer A~chments -Soils ~o~ -Septic System Design Ma[~ing: P.O. Box 100217, Anchorage, AK 99510-02:17 Physical: 332 East Manor Ave, Anchorage, AK 9950:1 Telephone: (907) 272-82:t8 FAX: (907} 272-8211 ~x ~DRAIN F~Up (P) . ~ ~/~ ~ x ~ 63kg x 2.5'W x 50'ED x 8 O' TD ~~.,.' ' ~RESERVE DRAIN F,ELD (P) NOTES: For Construction p.O. ~OX 100217 ANC"O~A~E, A, '95'0 ~"'~ PHONE (~07) 272-8218 FAX (gO7) 272-8211 .._~.~x ~--~..rJ~ so~ NEAR POINT KNOLL, BLOCK 1, LOT 7 ~ i Steven R. Panno~e MARKO HRGOVlC'~'~"'. CE 81~9 .'~ ~ERMIT NO. 6200 KALMIA DRIVE ,~%~.. .~ )sPxxxxxx PLAN ANCHORAGE, AK 99507 lli~b~{~2~ Sheet 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, SCOPE OF WORK: INSTALL NEW SEPTIC TANK AND SOIL ABSORPTION SYSTEM. 5. GROUNDWATER WAS NOT OBSERVED TO A DEPTH OF 14 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 14.0 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATLY. SECTION I o~ ~ ~ DRAIN ROCK 6" ABOVE PIPE INV ~ 15002 .r,~ SEPTIC PROFILE ~.E.c. SEE ABBREVIATIONS DESIGN PARAMETERS cu BOPPER DIP DUCTILE IRON PIPE PRIMARY/ RESERVE SEPTIC SYSTEM LEG EN D TH TEST HOLE NO. BEDROOM: 5 (750 gpd) WATER LINE/ FC FOUNDATION CLEAN OUT TANK SIZE: 1500g -- W- PERC RATE = 1.7 MPI WELL RADIUS T# TANK CLEAN OUT NO. SOIL RATING: 1.2 GPD/SF C# CLEAN OUT NO. AREA RQD: 625 SF -- SS NEW SEPTIC M# MONITOR TUBE NO. SYS. TYPE: DEEP TRENCH 5.0' E.D. R.I. RIGID INSULATION MIN LENGTH: 62.5 LF DCO DOUBLE CLEAN OUT DV DIVERTER VALVE USE: FS FLOW SPLITFER 6,3 LF X 5' WIDE, 5.0' E.D., 8.0' TD BFG BELOW FINISH GRADE TOTAL AREA: 6,30.0 SF OG ORIGINAL GRADE FG FINISH GRADE TS&V TOPSOIL & VEGETATE NOTES: PANNONE ENO SVC, LI.,C $/~ 3/ao~ fOR CONSTRUCT, ON P.O. '002,7 '"C"O"'CE, AK ..... PHONE (907) 272-8218 FAX (907) 272-8211 ~*."49TH ".*! NTS Scole ............. ~ P.I.D. NO NEAR POINT KNOLL, BLOCK 1, LOT 7 . ~...S~e.v.e.n~.R:.p~.~oi~e i~ o41-o21-5o MARKO HRGOVIC ~'. CE 8149 .';~ ~ERMIT NO. 6200 KALMIA DRIVE f~,~¢/g:.. ..;~4~ )sPxxxxxx DESIGN DETAILS ANCHORAGE, AK 99507 '~,::~z~ ...... t,~.~ Sheet SOILS LOG - PERCOLATION TEST TEST HOLE 1 OR ORGANICS SLOPE} (i (l ~' \ 5BR HOUSE (P) . WAS GROUND WATER SLOPE 14 ENCOUNTERED? N BOH -- 15 -- IF YES, AT WHAT TH DEPTH? --' X 17 -- DEPTH TO WATER AFTER MONITORING? -DRY- 18 DATE; 5/30/2013 '~ 5/23/13 9:35 --- 6.10 -- 2 9:45 10 MIN 12.20 6.10 3 9:45 -- 6.10 -- 4 9:55 i 10MIN 12,20 6.10 s 9:55 -- 6.10 -- 6 10:05 10 MIN 12.20 6.10 PEROLATION RATE 1.7 (mb/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 3.5 FTAND 4.5 FT COMMENTS: Test hole excavated b), PANNONE ENGINEERING. Prec hole was presoaked. Perc test ran for 1 hour. Last three readings reported. PERFORMED BY: Steven R. Pannone~ P.E. I CERTIFY THAT THIS TEST WAS PEI~'ORMED IN ACCORDANCE WiTH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON' THE DATE OF THIS TEST. NOTES: PANNONE ENG SVC, LLCI, 6/15/20~3 FOR Cons[rucHon P.O. BOX 102954 ANCHORAGE, AK 99,510,~.~"'~'~'~'~"" PHONE (907) 272-8218 FAX (907) 272-8211 "~.~'9TH .~ "-*~ Sca,e NTS NEAR POINT KNOLL, BLOCK 1, LOT 7 G 041-021-50 Steven R, Pannor~e MARKO HROOVIC'~'" CE 8149 .'~ ~ERMIT NO. o2 oo KALM,A DR, E r . SF, XXXXXX SOILS LOG ANCHORAGE, AK 99507 Shee[ 3OF5 WATER READING DA~E CLOCK NET TIME LEVEL NETDROP TIME READING ~ 5/23/13 9:35 --- 6.10 -- 2 9:45 10 MIN 12.20 6.10 3 9:45 .- 6.10 -- 4 9:55 10 MIN 12.20 6.10 s 9:55 _ 6.10 -- 6 10:05 10 MIN 12.20 6.10