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Home My WebLink AboutRABBIT CREEK VIEW & HEIGHTS BLK 1V LT 8ARabbit Creek View &Heights Block 1 V Lot 8A #020-521-13 Municipality of Anchorage , , 1 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 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW _90136 PID Number: 020.521.13 Nan" THOMAS Wastewater System: ❑ New ❑ Upgrade P613OX 110682 ANCHORAGE, AK 99511 ABSORPTION FIELD Phone NYnE« of Baaroom O Deep Trento O span. Trento O Bed O MourM O od+« LEGAL DESCRIPTION awl Rawg Total Depth e«n«Iglnal grads NIA GP0.:2 FL Bock W sutxI. D.ph b ppe Iwnom tram wig" grade Gray" depth aen.am ppa 1V 8A RABBIT CREEK VIEW Ft. FI Te ip Range sacs n Fm added soove Mgaul grade Gravel LoVh Ft. Ft. Well: ❑New ❑Upgrade Gravel vndN Numl,w o1 Ines Dutnc. betw.M 1 r I Ft. FI Cla.a.ncaoon (Pm l.. A S. C) Tow D.pd, Geed m' Total w*w om area Ppa Material EXISTING PRIVATE Ft. Ft Fr 3034 PVC Draw 0.1. oraw stat¢wet«L" m.t.11ar Dale lnstaliad Ft BEEK EXCAVATION 1016109 Yield Pump a« at casing H"ht aoev. GtwW TANK GPM FL Ft SEPARATION DISTANCES ❑ Septic ® Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption Lift Holding lubliciPmate Man'^'Oh'w tr From Tank Field Station Tank SawerUne Anchorage Tank 2000 Get w"' 92.9 77' Material Numtw of cwpartmenu Steel 1 snd.F.w"« 96.0 LIFT STATION to ties 49.6 ,,.«,,,.wt.r., Gel FowM"ron 15.4 Pump on aN.t Purye s"a: Np« h ieat«"m M. N N N 44.0 Pump Melee a Model Electric" Naprclona ,witim ad by Curran Drwn WELL WELL CAP REPAIRED BY ARROW PUMP AND WELL BENCH MARK Louuon and D.acr�pwn Well Cap n.u,mad at. 100.0 Ft. Engineers Stamp Inspections performed by: PANNONE ENG. SVC, LLC Dates: 1' 10!6!2009 2nd 101712009 ��..••� E.. q� ...�!. e„ Development Services Department Approval •• Conditional Approval Date:a., f•••• • �Q1 :Steven R. Ponnone; a. Reviewed and approved by: Date: Oct #1Air #%�., No CE 8149 • am O • •aes� E ,�� I' ARE6-UNDEVELOPED, j NO:''WELLS OR SEPTICS W/IN 100 FEET — EXISTING SURFACE WATER i" r EXISTING ABANDONED SEPTIC EXISTIN JAMIE DRIVE PROPOSED BER X ENSION ,,—��01 7 SEED EXISTING` DITCH FOR STORM FLOW--� EXIST NG / JGrll:. 'r 1 % SLOPE 6.1 EXISTING 1/-"66 20 g HO DING ! �\ HOLDING / TANK 60.3 TANK* +1/ r r / •TEE BOTH HOLD NG � + ♦ ; TAt KS „ C DOUBLE CLEAN( UT .$ ! s s TING: BERM EXISTING 2000 CAL HOLDING TANK EXISTING !� ABANDONED SEPTIC TANK EXISTING 't---ftEDR00M i ' C; �iSEQU/ 7 I I EXI$TING REPAIR EXISTING WELL EAL. HOUSE S I I INSTALL ARTISIAN PLUG / 1 + , � EXISTING WELL'I - �� rAREA UNDEVELOPED NO W:LLS OR SEPTICS / W/IN 100 FEET: \\ EXISTING SU FACE WATER j/♦ r w i lr I NOTES: PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 OF CLASS C ,NDS OX.) 9 RECORD DRAM".NG PHONE (907) 272-8218 FAX (907) 272-8211 �p'' i *: 49 TH Rabbit Creek View, Block 1V, Lot 8A ' Rick Thomas / b'even F / �.•. CE 8149 P.O.B. 110682 PLAN Anchorage, AK 99511 1(1DtoMraa +1) 10/9/09 Scale •"" XV P.I.D. NO / 020-521-13 noae� PERMIT N0. SWxxxxxx lS� Sheet 1 OF 2 4" CLEANOUT DOUBLE CLEANOUT r r-6" CLEANOUT 4" ALARM 11,00.0,11 IF PIPE 97.0' 1 NEW -7j- TEE TO EXISTING 2000 GAL HOLDING TANK HOLDING TANK PROFILE 6" CLEANOUT 8' 3.6' NATIVE MATERIAL OR.'Q�" �!O ��4� -1.5 ��/`� !��i 2' MOA TYPE II GRAVEL (NFS) BED TANK W/ ROCK CM�'r#Y,^ 2000SGAL. RHOLDING TANK LIMITS OF EXCAVATION -11.51 BOH �- 2' TYP.. WATER TABLE -1' 9-8-05 SECTION WEIGHT CALCULATIONSDESIGN: ENG SVC, LLC��OF P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 Buoyant Force = Weight of Water Displaced PERC RATE: <120 MIN/IN: ((Plx(5.3)-2/4)x12)x62.4 PCF = 16,728 If Up GROUND WATER W/IN COUNTER WEIGHT 2' OF SURFACE. Assume water ® surface - all soil saturated 2- BR HOUSE Assume angle of repose = 0 Degree 2,000g HOLDING TANK (4,000g TOTAL) Assume bedding does not add to force down WITH ALARM SYSTEM Assume tank has no weight Sheet 2hors Weight of MoA Type II (135 PCF - 62.4 NOTES: PCF)=72.6 pcf PCF = }J Down 1. SET HIGH WATER ALARMS TO GO OFF Weight of N72.6 Weight of Native Soil (120 PCF - 62.4 0 PC WHEN COMBINED VOLUME IS 3,000 GAL PCF)=57.6 pcf OR 1700 GAL IN EACH INDIVIDUAL TANK (3.6'x5.3x12)x57.6 PCF = 13,188 #Down 2. SECURE HOLDING TANK AGAINSTFLOTATION Total Weight on Tank = 22,422 # OK! Noyes:PANNONE ENG SVC, LLC��OF P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 A \�� (� • �q0, %Cpp' 'f,9 �� i*: 49T ' */� Leven 'k. Aanno?e 1r •. CE 8149 i� ��11` � s`. Date to/e/o9 RECORD DRAWING Scale NTS Rabbit Creek View, Block 1V, Lot 8A Thomas P.O.B.110682 e, AK 99511 Anchorage, P.I.D. NO 020--521-13Rick PERMIT NO. swxxxxxx PLAN Sheet 2hors MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water& Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Aug 04, 2009 Expiration Date: Aug 04, 2010 Permit Number: SWO90136 Parcel ID: 020-521-13 Legal Description: RABBIT CREEK VIEW SUBDIVISION BLOCK 1V LOT 8A Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 8240 JAMIE DRIVE Owner Name: RICK THOMAS Lot Size: 37422 SQ. FT. Owner Address: PO BOX 110682 Total Bedrooms: 2 Permit Bedrooms: 2 ANCHORAGE. AK 99511 - This permit is for the construction of: ❑ Disposal Field ❑ Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. `t THE 2005 INSPECTION REPORT HAS NOT BEEN APPROVED DUE TO A WELL THAT WAS IN VIOLATION OF a MUNICIPAL AND STATE CODE. THE WELL MUST BE UP TO CODE BEFORE THE ONSITE SEPTIC SYSTEM IS r APPROVED. BERM MUST HAVE TOP SOIL AND BE SEEDED. Received By: Date: Issued By. /17/� wj,{41�+�/ Date: Municipality of Anchorage P.O. Box 196650 • 4700 Elmore Road Anchorage. Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 htt o:llwww.m u ni.orn/Onsite Development Services Department On -Site Water and Wastewater Program p.enr `o .S� c ^ c � (r n A � Department **** VARIANCE/WAIVER REVIEW **** WR#: 050074 HA#: PID#:020-521-13 Permit#: 050354 and 090136 Legal Description: Rabbit Creek View, Block 1V Lot 8A Engineer: PES Applicant: Rick Thomas The 2005 waiver is amended to include an additional holding tank. Separation distance for both tanks to surface water is 78'. This waiver approval applies to the existing and proposed holding tanks only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ............................................................................... Waiver is Granted: X Waiver Is not Granted: Date:/8 4/09 Approved by: Name of Reviewjtir ........................................................... ................... Rec#: 74074 Amount: $920.00 Date Paid: 9120/05 **** VARIANCEIWAIVER REVIEW **** Municipality of Anchorage Development Services Department 9? , Building Safety Division On -Site Water and Wastewater Program , A �„ 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. 020.521.13 Property owner(s) Rick Thomas Day phone 351.3281 Mailing addressP.O. B. 110682 Zip Code 99511 Site address 8240 Jamie Ave Zip Code 99516 Legal description (Sub'd., Block & Lot) Rabbit Creek View SID. Block 1V, Lot 8A Legal description (Township, Range & Section) Lot Size 37.422 Sq. Ft. Number of Bedrooms 2 THIS APPLICATION IS FOR (® all that apply): THIS APPLICATION IS AN: Absorption Field ❑ Initial ❑ Septic Tank ❑ Upgrade Holding Tank ® Renewal ❑ Privy ❑ Private Well Water Storage ❑ 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 Enqineerinq Services, LLC (Signature of property owner or authorized agent) Permit/Rush Waiver Fees: Date of Payment: —1 _11Y.107 Date of Payment: Receipt Number: od 6 N_S Receipt Number: (Rev. 11/05) Pannone Engineering Services LLC Steven R. Pannone, P.E., Principal Licensed & Registered in Alaska and Florida E-mail: steve(Moaneneak.com August 3, 2009 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. 0. Box 196650 Anchorage, Alaska 99519 Re: Rabbit Creek View S/D, Block 1V, Lot 8A Septic System Upgrade Permit Request Ladies and Gentlemen: am writing to request that a permit to construct an upgrade septic system be issued for this property. The proposed systems will serve an existing two-bedroom house. The lot is currently developed and is served by a private water system located on the west side of the lot. The proposed upgrade is to add an additional holding tank to the holding tank system installed in 2005. The Owners of the lot are wishing to have a larger holding capacity. Both tanks will have alarm systems that will be tied together. The alarm will trigger when the combined volume is at 3,000 gallons, or when each tank reaches a volume of 1,700 gallons. A soils exploration was completed In 2005; at that time, ground water was observed to a depth of one foot in the test holes and bedrock was not. The soils were saturated peat and blue -till clays. I was unable to perform a percolation test due to the saturated nature of the soils. Past experiences with these soils have shown that they percolate at a rate slower than 120 min/inch. Combined with high ground water, I do not know of an approved system that can be installed on this lot, other than a holding tank. Therefore, I request that your department approve a proposed upgrade, which includes the installation of an additional 2,000 -gallon holding tank. The proposed tank will be secured against flotation due to high water table. 1. Trench Design: a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: f. Total depth: >120 min/inch 0 gpd/sf 300 gallons per day 0 sf 3.0 feet min. Mailing: P.O. Box 102954, Anchorage, AK 99510-2954 Physical: 11301 Olive Lane, Anchorage, AK 99515 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 g. Effective Depth: h. Width: i. Reduction Factor: j. Minimum Length: k. Design Length: I. Effective Absorption Area m. Septic Tank Size: 0 feet 0 feet 0.0 0 feet 0 feet 0 sf 2000g steel holding tank with alarm system 2. Surface Water Waiver Amendment: We request an amendment to the existing waiver dated September 20, 2005 (Waiver No.: 050074) issued for the holding tank Installed at that time. There is surface water within 100 feet of the proposed system. A drainage ditch along the south side of Jamie Drive is located approximately 78 feet from the proposed holding tank location. Overflowing sewage could travel to the southwest away from the drainage ditch. A berm will be constructed between the holding tank and the ditch to ensure the water flows southwest. The berm will be covered with topsoil and seeded after construction. The existing well head will be sealed as part of this Waiver amendment. 3. Topography: The average topography in the area of the proposed septic system is approximately one percent to the southwest. 4. Future Development: 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. Attachments: Sincerely, Steven R. Pannone, P. E. Principal Mailing: P.O. Box 102954, Anchorage, AK 99510-2954 Physical: 11301 Olive Lane, Anchorage, AK 99515 8/3/09 \ ;NO WELL OR I ' SEPTIC' ON MOA FILE / r — — 4AMIEDRIVE" -- -� - - PROPOSED HOLDING TANK EXIS NG SEPTIC,' 1 ' EXISTING S PTIC 16 EXISil Ad' 1—BE RggM EXISTING \ \ 0 HOUS I I \ 2—BEDROOK4 i ' I 11 HOUSE H j % EXI 3TINk WELL ! j % r NO WELL OR SEPTIC 'ON MOA FILE EXISTIN RSUR%E WAT R Zj ti 1 r ---_-------- __--_� -----1-----------��--------------------- ----------------- --------- ----------------�- r r I I m o i NOTES:PANNONE ENG SVC, L1c _ OF: A \ Date P.O. BOX 102954 ANCHORAGE, AK 99510 (� • ' �q 1� e/3/o9 ISSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 iaj�s�9 Score *; Q9 TH * u 1'=100' �•••,••P.I.D. NO Rabbit Creek View, Block 1V, Lot 8A % 020-521-13 Rick Thomas y te. CE 8149 n % PERMIT N0. / �" '• ,�!/ Swxxxxxx P.D.B. 110682 �f �✓J.. �i PLAN Anchorage, AK 99511 '��j'k J; T`0 = Sn'e0F 3 AREA, -UN DEVELOPED1,' r NO. -'WELLS OR SEPTICS W/IN 100 FEET — EXISTING SURFACE 1kATER� JAMIE DRIVE EXISTING ABANDONED n SEPTIC N.It Or, EXISTIN ABANDO j SEPTIC T K EXISTING ♦PRO P SED HOLDING OLDIN TANK, ! i / •TEE BOTH HOl DOUBLE CLEA LLa r WSTING i "i�EI5ROOM a �i�USE 7 1 I \ 1 EXISTING WELL' EXISTING S ----------- - 10' Util. Esmt. ' 54.5 DITCH FOR STORM FLOW -�z\ SEPTIC / 1 X" SLOPE TOPSOIL s \ \ a � ; REPAIR EXISTING WELL SEAL. INSTALL ARTISIAN PLUG / 1 AREA >/♦/\ ;NO N W/IN UF FACE WATER \L i' ♦ ♦ V 81I I BERM EXTENSION D SEED ISTING BERM NG 2000 GAL NG TANK EXISTING ABANDONED SEPTIC TANK] EXITING 2 EDROOM HOUSE JNDEVELOPED LLS OR SEPTICS 100 FEET AIT OF CLASS C =TLANDS PPROX.) 9 ----rte-�------- i NOTES:PANNONE ENG SVC, LLC �� D�" �� OF ..... a/s/os P.O. BOX 102954 ANCHORAGE, AK 99510 ISSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 �ig�p'• �9,�� 5`j la5o' TM• •••• •.. /I P.1 D. NO Rabbit Creek View, Block 1V, Lot 8A -u Rick Thomas "�teven . Ponnome j PERMIT N0. PLAN ge 1 AK 8 Anchor 9511 ,'�1�1',� Sh2 etOF3 DOUBLE CLEANOUT TEE TO EXISTING HOLDING TANK CM 4" CLEANOUT 6" CLEANOUT NEW 2000 GAL HOLDING TANK PROFILE r-8 ' —r� WATER TABLE -1 9-8-05 4" ALARM PIPE 5.6' i 6" CLEANOUT 3.6' NATIVE MATERIAL 2' MOA TYPE II GRAVEL (NFS) l BED TANK W/ SEWER ROCK MIN-- 2000 GAL. HOLDING TANK SECTION LIMITS OF EXCAVATION �— 2' TYP.. WEIGHT CALCULATIONS DESIGN: Buoyant Force = Weight of Water Displaced PERC RATE: <120 MIN/IN: ((Plx(5.3)-2/4)x12)x62.4 PCF = 16,728 # Up GROUND WATER W/IN COUNTER WEIGHT 2' OF SURFACE. Assume water ® surface — all soil saturated 2— SR HOUSE Assume ongle of repose = 0 Degree 2,000g HOLDING TANK (4,000g TOTAL) Assume bedding does not add to force down WITH ALARM SYSTEM Assume tank has no weight Weight of MoA Type II (135 PCF — 62.4 NOTES: PCF)=72.6 pcf 1. SET HIGH WATER ALARMS TO GO OFF (2'x5.3x12)x72.6 PCF = 9,234 # Down WHEN COMBINED VOLUME IS 3,000 GAL Weight of Native Soil (120 PCF - 62.4 OR 1700 GAL IN EACH INDIVIDUAL TANK PCF)=57.6 pcf 2. SECURE HOLDING TANK AGAINST (3.6'x5.3x12)x57.6 PCF = 13,188 # Down FLOTATION Total Weight on Tank = 22,422 # OK! NOTES: Pt11\1\Ol`I LS Gl\G �C� ��\`\\� Dote OF A�gSl�l 8/3/09 P.O. BOX 102954 ANCHORAGE, AK 99510 „`p .•' f ISSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 stole * .� TH *t�� NTS �'• •••�P.I.D. NO Rabbit Creek View, Block 1V, Lot 8A 020-521-13 Rick Thomas teve annoRe / PERMIT NO. P.O.B. 110682 1�,�^• CE 8149� swxxxxxx PLAN Anchorage, AK 99511 �1�\` aa>�� Sh3eOF 3 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Sep 20, 2005 Expiration Date: Sep 20, 2006 Permit Number: SWO50354 Parcel ID: 020-521-13 Legal Description: RABBIT CREEK VIEW SUBDIVISION BLOCK 1V LOT 8A Design Engineer: 0062 Pannone Engineering Services Site Address: 8240 JAMIE DRIVE Owner Name: RICK THOMAS Lot Size: 37213 SO. FT. Owner Address: PO BOX 110682 Total Bedrooms: 2 Permit Bedrooms: 2 ANCHORAGE, AK 99511 - This permit is for the construction of. ❑ Disposal Field ❑ Septic Tank ❑✓ Holding Tank ❑ Privy ❑ Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 ( 24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued Date: Q5-0 H2O Date: 2 7. o t— Miuucip3T of A1iclioiage `. CO. IVIS tl�l)Fi)) • (VN'Illlnl�l'. AI115In1 SJBJII)I•AAII) • TCICI)IIOnC t!IOJJ :St3'RA)I •Fuc 47M B"W" Sema • A.x•hnrngc, 0lnskn (YR17 �s • e *� xciccmunLoryt Mayor Mark Begich Ilttiltling Safely Division September 20, 2005 Steve Pannone Pannone Engineering P.O. Box 102954 Anchorage, AK 99510 Subject: Waiver Request for Rabbit Creek View Block IV Lot 8A Waiver Request WR#: 050074 Parcel ID # 020-521-13 PERMIT # SW050354 Dear Steve Pannone: Your request for a waiver of the required 100 feet horizontal separation from the holding tank to the surface water has been approved. The approved separation distance is 47.0 feet. This waiver approval applies to the existing holding tank to surface water separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concems or questions regarding this waiver, please call our office at 343-7904. Sincerely, Goodall Civil Engineer On -Site Water & Wastewater Program Community, Security, Prosperity Municipality of Anchorage Development Services Department • Building Safety Division On -Site Water and Wastewater Program 4700 Dragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 ww xi.anchoragc.ak.us (907)343-7904 Waiver Review Worksheet WR#: 050074 PID#: 020-521-13 HA/Permit# PERMIT # SW050354 Date Received: September 20, 2005 Legal Description: Rabbit Creek View Block 1V Lot 8A Engineer: Steve Pannone Pannone Engineering P.O. Box 102954 Anchorage, AK 99510 Applicant: RICK THOMAS Waiver Requested: 47 FOOT HORIZONTAL SEPARTION FROM HOLDING TANK TO SURFACE WATER. Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: .......................................................................... Waiver is Granted: X Waiver is not Granted: List Conditions or Reasons for above: Date:f 09 2 /05 By: Joe Goodall Name of Reviewer r......................................................................... Rec#: 74074 Amount: $2n Date Paid: 9120/2005 Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. _ Jr2n 5.41 ) - i Permit Number SW Property owner(s) Rick Thomas Day phone 351.3281 Mailing address (1) P.O. Box 110682 Mailing address (2) Anchorage, AK Zip Code 99511 Legal description (Lot, Block & Sub'd.) Lot 8A, Block W Rabbit Creek VI F_. tA/ Legal description (Section, Township & Range) Site Address: 8240 Jamie Drive Lot Size 3 2123 Acr q.Ft Number of Bedrooms 2 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade 19 THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. (Signature of property owner or authorized agent) Eenke, LLC Anchorage, AK 99510 (907)272-8218 Permit Fees: 1%U(P .00 Waiver Fees: 49rqb .eX> Date of Payment: V11D Ant's Date of Payment: 9T *=rs_ Receipt Number: '7�I (�'] ( _ %A M Receipt Number: —1 !i cn L1 sem (Rev. 12100) Pannone Engineering Services, LLC P.O. Box 102954 Consulting Engineers Anchorage, Alaska, 99510 )907) 272-8218 (9071272-R21R Fav September 16, 2005 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. 0. Box 196650 Anchorage, Alaska 99519 Subject: Lot 8A, Block 1H Rabbit Creek Hts 2 S/D Septic System Upgrade Permit Request Ladies and Gentlemen: I am writing to request that a permit to construct an upgrade septic system be issued for this property. The proposed systems will serve an existing two-bedroom house. The lot is currently developed and is served by a private water system. 1. Soils. See the attached soils log. Three test holes were excavated during the investigation process and are attached. Ground water was observed to a depth of 1 foot in the test holes. Bedrock was not encountered in the test holes. The soils encountered were saturated peats and blue -till clays. I was unable to perform a percolation test due to the saturated nature of the soils. Past experience with these soils have shown that they percolate at a rate greater that 120 min/inch. Combined with high ground water, I do not know of an approved system that can be installed on this lot, other than a holding tank. Therefore, I request that your department approve the installation of a 2,000 -gallon holding tank. 2. Trench Design. a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: L Total depth: g. Effective Depth: h. Width: i. Reduction Factor: j. Minimum Length: k. Design Length: 1. Effective Absorption Area: m. Septic Tank Size: Cont'd on page 2 C:\Work\Letters\8A 1H Rabbit Creek Heights.00l.doc <120 Min Per Inch 0 gpdpsf 2 300 gallons per day 0 sf 3.0 feet Min 0 feet 0 feet 0.0 0 feet 0 feet 0 sf 2000g steel holding tank w/ alarm system Page 2 3. Surface Water Waiver. There is surface water within 50 feet of the proposed system. There is a drainage ditch along the south side of Jamie Drive that is located approximately 47 feet from the proposed holding tank location. Over flowing sewage would travel to the southwest away from the drainage ditch. A berm will be constructed between the holding tank and the ditch to ensure the water flows southwest. 4. Topography: The average topography in the area of the proposed septic system is approximately one percent to the southwest to a drainage on Lot 7A. 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 227-3522 or 272-8218. Sincerely, Steven R. Pannone, P.E. Civil Engineer Attachments: C:\WORK\LETTERS\8A 1H RABBrr CREEK HEIGHTS.001.DOC PERMIT NO:SWOS DESIGN DRAWING P•I.D.NO: 020.032-58 WASTEWATER DISPOSAL SYSTEM LOT8A BLOCK 1H RABBIT CREEK HTS SID, AREA UNDEVELOPED NO WELLS OR SEPTICS WON 100 FEET EXISTG SURFACE WATER tl- 2,000g EXISrG DITCH JAMIE DRIVE HOOLDNGTANK FORS ORMFLOW n— ISrG URFACE ! 1% Exism DIN FCEURE EXISFTG B DSI 1% U EATER 4721% ABANDON P CE 8�]14y .•`�. a��7 /�r,.•'�r.� , •••• Vim. I Ir JI f —1� �TM1 I ----I i-E5S1�� L:— THS— 1% �1% tis t' 10%Og EPTICTANK 1� I EXIST 1 EXISTG 1 BR / a • SEPTIC AN 1,7\ INTEGRIIY�TH HOUSE,,,/� AREA UNDEVEUOPE11 \fie � NO WELLS OR SEPTICS WIIN 100 FEET I% TH4 �d idor- X (� �1% rTH3 d g`EOU •� •� $1 H E 28R � 4 ! NOTES: 1) All work shall be performed In 1 4 accordance with AMC15.65. I •�•`• EXISTG WELL I /AR 2) Materials used shall be in4 •_ EXISTG WELL ? #NO UNDEVELOPED LLS OR SEPTICS accordance with those specified In \ AMC15.65, Wastewater Disposal. —•—• —•— / / WAN OO FEET 3) Maintain 10' separation to as lot lines and water lines. unless noted t otherwise. EXIST,iu SURFACE WATER 4b. 4) Lots served by private water 40 / / 6\ systems. No wells within 100' of ' � %b / 10 / 10 proposed system. .�A� E 2.,� ................ .449 --- lt�T........... r' rrcrrAKtu I -UK: PANNONE ENG. SVC, LLC R Panrwne a Rick Thomas P. O. BOX 102954 CE 8�]14y .•`�. a��7 /�r,.•'�r.� , •••• Vim. P.O. Box 110682 Anchorage. AK 99511 ANCHORAGE, ALASKA 99510 227-3522 P. 272-8218 Fax i-E5S1�� 351-3281 DATE: 9.16-05 1 PLAN U PERMIT NO: DESIGN DRAWING DETAILS WASTEWATER DISPOSAL SYSTEM LOTBA BLOCK 1 H RABBIT CREEK HTS SID, P.I.D. NO: 020-032-58 P ZW N Z 0 N z 3 y O oh m a �~y) iV Z W lJ = a O I= .Z,,. Z Z N 0 LL O W (n o a CD to 0 N Z a W J U V w W >F DESIGN: PERC RATE: <120 MINAN: GROUND WATER WAN Y OF SURFACE. 2 BR HOUSE 2.0009 HOLDING TANK WITH ALARM SYSTEM VERIFY EXIST•G 1000 g SEPTIC TANK. REUSE IF INTEGRITY IS GOOD ,♦♦♦♦i ..�......, i d 9TM °�'•♦I ,...... ............... ..... go ...... ••• •••• ♦♦ •••• -.Steven R. Pannone ••••, + PREPARED FOR: PANNONE ENG. SVC, LLC Reck Thomas P. O. BOX 102954 ♦♦ 4, 4� , ,r te P.O. Bax 110582 ANCHORAGE, ALASKA 99510 ♦j4b to, Anchorage, AK 99511 351-3281 351-3281 227-3522 P. 272$218 Fax DATE: 9-15-05 DETAILS SCALE: NTS I U .J SOILS LOG - PERCOLATION TEST °°°�'• ••••••� PANNONE ENGINEERING SERVICES P.O. BOX 102954 i s 4 THio ANCHORAGE, AK 99510 M T...........• ••0 r/ (907) 272-8218...; ..... ........ ............ • %Steven R. Pannone J] �1 �..�tCccd�q� '• :i PERFORMED FOR: Rick Thomas DATE PERFORMED: 8-13.04 LEGAL DESCRIPTION: LOT 8A, Block 1H Rabbit Creek Hts SID ��♦,,,,;'_,y•• TEST HOLE 1 SLOPE rtrN PEAT JAMIE DRIVE 1 OR _ e 2 - 3 Bice Till CLAY CL Saturated T°1� r 4 _ 6 i i �� i • • +r BOH 7- 9 ° Hae 10 - -------------- __ _12 12 13 WAS GROUND WATER SLOPE 14 ENCOUNTERED? Y 13TH 1 IF YES, AT WHAT DEPTH? -I.V 18 17 DEPTH TO WATER AFTER MONITORING? -1 19 DATE: 8-22-04 19 CLOCK WATER READING DATE TIME NET TIME LEVEL NETDROP READING 20 1 2 Unable Perc due saturat soils PEROLATION RATE <120 (minAnch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 2 FT AND 3 FT COMMENTS: Test hole excavated by A+ Home Services. Test Hole was presoaked before pert 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. .J 3 8 e ,i. SOILS LOG - PERCOLATION TEST .�P� ��♦♦♦♦♦♦ + PANNONE ENGINEERING SERVICES + ........... P.O. BOX 102954 i s T, •': ♦♦I �..... ............i.....� ANCHORAGE, AK 99510 ' "' 0 (907) 272-8218 • ............• • 1•Steven R. Pannone •♦ CE 8149 '•\.r PERFORMED FOR: Rick Thomas DATE PERFORMED: 8.13.04 ♦♦♦,OD;%P��7e•1'',++ LEGAL DESCRIPTION: LOT 8A, Block 1H Rabbit Creek His S/D ♦�,,1,;'ir+ TEST HOLE 2 SLOPE rte PLAN OR PEAT JAMIE DRIVE 2 3 Blue Till CLAY CL Saturaled 4 y ) i i r �� ♦ �x BOH � 7 �\ i 9 TEST HOLE �.,. 10 — ---------------- 11 - _1112 ,\x ,\� i •i 13 WAS GROUND WATER SLOPE 14 ENCOUNTERED? Y 15 IF YES, AT WHAT TH 1 18 DEPTH? -1.62 77 DEPTH TO WATER AFTER MONITORING? -1 18 DATE: 8-22-04 19 20 PEROLATION RATE 020 (mlMnch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 2 FT AND 3 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. CLOCK WATER READING DATE TIME NET TIME LEVEL NET DROP READING 1 2 Unable Pen; due saturate soils 3 e e r. U SOILS LOG - PERCOLATION TEST ••�',,,��q PANNONE ENGINEERING SERVICES:• P..••' "' ♦♦ P.O. BOX 102954'gg ,N ♦♦♦ . .... ............... S. ANCHORAGE, AK 99510 0 ..... ............. (907) 272.8218 •• • • ............ • ♦1 '.Steven FL aa�nnone � ♦♦ 1+. g PERFORMED FOR: Rick Thomas DATE PERFORMED: 84 3-04 ........... Y ♦...•''•• LEGAL DESCRIPTION: LOT BA, Block 1H Rabbit Creek His SAD �t11,,, ;':.••• TEST HOLE SLOPE rce PLAN PEAT JAMIE DRIVE 1 OR 2 rn 3 -Blue Tie CLAY 1 CL Saturated 1 x 4 i 6� i BOH %\ f,N \ l / `•� 7 1 1 g 9 TEST HOLE I I 12 13 WAS GROUND WATER SLOPE 14 ENCOUNTERED? Y IsTH 1 IF YES. AT WHAT 18 DEPTH? -1.52 17 DEPTH TO WATER AFTER MONITORING? .1 to DATE: B-22.04 19 CLOCK WATER 20 tc 13 PEROLATION RATE <120 (minAnch) PERC HOLE DIAMETER 6Inches TEST RUN BETWEEN 2 FT AND 3 FT COMMENTS: Test hole excavated by A+ Home Services. Test Hole was presoaked before pert 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. READING DATE TIME NET TIME LEVEL NET DROP READING 1 2 Unable Perc due saturat soils 3 8 e �.� Municipality of Anchorage T- Building Safety Division on -Site Water & Wastewater Program Field Audit Report Date: 91i --Time: Z_: 5-5- Document Type: Pt--:+- __r' t-i.--:f- Legal Description: Site Address: 4I L!j n n Engineer/Firm: ice,"-oNe i2-:� Excavator: Inspection Findings: <;.,e 'V •s • i _T_,�cs de ISgSi .l *7AI Un .tAde c, ,l T. ys �r.ti rw �zi�� 1-1 'E u.r i�-C• - 7St-1� Initials: Follow-up Notes: '� MUNICIPALITY OF ANCHORAGE �1 • DEPARTMENT OF HEALTH d ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION / 02E L Stn.t • AnchO", AbIKT 09501 TM.phw, 2044720 -- ONSITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME FRED MA STEL 44-7211 NEW O UPGRADE MAILINGAUDHESS S.R.A. # 32 ANCHOI AD[ ALASKA 99507 LEGAL oESCR1ITION LOT 8 BLOCK 1 , RABBIT CREEK VIEW SUBDIVISION, Sec. 1, T 11N , R 3 W S.M., AK LOCATION , r� SOUTH RID[ SAMIL AVLNUL NO. OF BEDROOMS ONE 0,01 1001+ yOOn •"' DR.Ihn, DISTANCE TO: 1 PERMIT NO. u,f :l-.- � M.nYlxlulx MxwMl N. of po•p.rUMnU xtur L,Y, NIpuyJn pllorN IF HOMEMADE: "1'd'Nnptn W,dlh Lin.id bplb 6D= DISTANCETO: W�11 D I'M PERMIT NO. �=F AtrlYlrtw« NONE Mst.iw LWYd IR+xity In vil Ip= DISTANCETO: ,1110 If+ o"" ; N.r.,lot R.. MI F= Mq 01 hnx 3 Lwy{ILN Ndl h. T.IW IwJrAyWV1o� 11irN, Tryyn.Wdlll 0 J7U/+ 0.u1y1.nwc, Mtw.wt 11rw �.5 , O,• x YDO Dy IY im ,rw1.3.51 .711 TO 2i411CLI C71B0URLA V(,Anx M7V 60• FT.1 uWu nplh Wlh Ih ,PERMIT NO. is W TYw of pnb Glb d.m.W GSD bplh Toll. x1 Y. NRprpdanrx DISTANCE TO: W.11 SYpdmS lourW m Nwwtlot lm, w. (MpN Opll« UatrH.w Ml lx. PERMIT NO. TY'WlM folwdx'°n S. NN S,yHO DISTANCE TO: Wk Abxrpkronn,61 OTHER 2 [¢ 41 14G IAPCRF. AT DRAIN ARCAS) SOIL TEST RATING INSTALLER1 INUND1AMOND CONSTRUCTION CO.;:� REMARKS PLUOOLD WVC PROVIOCO SETH. TANK &FIELD FOR EXTRA SED AREA IF N[EDCO / 211 THICK INSUL FOAM LAID OVER TRAVEL OEO• FULL AREA, WITH A SYNTHETIC 1 � 1 .BREATHABLE PATRIC OVER INSULATION OACKFILLCO OY NATURAL OACKFILL. 9awa� i 0L orPQ°°- p No IT L e A; If -- p• :• �S DE . 0 HE SIH T. n. AT i �• ` AP J (Uy . 'Cl',r GATE LEG L °°oma bk •� aFrFivFn x"17-� GI �7 MUNICIPALITY OF ANCHORAGE Department, Health and Environments}-, rotection t1d RE .'` 825, _ Street, Anchorage, AX. 9501 264-4720 Permit tR.�/Y,.:�) _ a ` HANDWRITTEN PERMIT WELL AND/OR ON-SITE SEWER PERMIT Applicant: =ppA Mgcfr L Mailing Address:. Sp 9rsto7 Locations Ts,n1g SrprcT Phone Number: Legal Description: _LA B1! ,PawrOgs-K O;Ct S2Lot Size: /245ry=97 Type of Soil Absorption System Is: Trenchs _ Drainfield: Seepage Beds ✓ Holding Tank: Maximum Number of Bedrooms: 3 Soil Rating(sq.ft/br) The Required Size of the Soil Absorption System Is: DEPTH 5-5- LENGTH 30 GRAVEL DEPTH • Sf WIDTH /Si The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel -depth is the minimum depth of gravel between the outfall pipe -and the bottom of the excavatlon(in feet). ` ` REQUIRED SEPTIC(HOLDING) TANK SIZE . lades GALLONS Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. `.` Two M INSPECTIONS ARE REQUIRED Backfilling of any system without final inspection -and approval by this departments will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well loge are required andmustbe returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper.installation. ` ` ` PERMIT EXPIRES AECEMBER 31, 19 8 3 ` IT,certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if is a en remodeled to include more that 3.bedrooms. S'igneH Issued bys a :W, -ate Applicant O U "sem-Z� Date: 71iS1Sr3 SWP/024(1/81) 11 IR SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION W PERCOLATION 92S L Etr.Al ArahorA AtAdA 19601 2644720 TEST SOILS LOG — PERCOLATION TEST PERFORMEDFOR:—FRET) MASTFL DATEPERFORMEO: JULY 4 103 X03240 LEGAL DESCRIPTION: RABDI_T CREEK VIEW SUBD. BLOCK I LOT 2 84 �/ %/��,�.?i (Ei-$/y� of er1 ELOPE �TE FU1R -A� 1 2- 3- 4- 5. 36 6 7- 27 2- 3 to 15 to i� 17 i 0. ` lB *--'f LOAM(PT ) CLAYCY GRAVEL - GG- 275 ( TO )PI GRAVEL) LCEO CLAY THAN AEOVC- GM- 225 SILTY ORAVCLLY SANDE 'SP—SM MIXTURE It 200+ V WATER LEVE hppf- v E' /J.0 -, WASGROUND WATER YEB 8 ENCOVNTEREDi L O L 1 P IFYES.ATWHAT 121 E DEPTH? RF.ceq D.C. GroM TNN Not DwrN M Ti. PC~ N.t Droll 7-4 3:11 PM 5.5' 3:21 10 MIN 545' 3 't 3131 10 5.951 2yd' 3:41 10 6.11 2'1 31 51 i 10 6,25 1 3/4'1 - �Op;Ypal��pAF PERCOLATION RATE' OryNn../inMl/3f0/M4 TEST RUN BETWEEN 565 FT AND 8'0 FT COMMENTSRC O OHMS NO AT LEAST 135 OF/ BCOROOM OF T CNC 001101 ARCA Kell I)OTTOM OF TRENCH NO LOVER THAN 81 OELOV GRADE, WITH TOP OF TRENCH 00 NIGHER THAN %51 DOWN. PERFORMEDBY: LEO M. THOMPSEN CERTIFIED BV. 1_DATE: JULY 11. 1 126 October 3, 1933 Fred pastel St2A Dox 32 Anchorage, Ad 995070 Subjects Lots 7 and U, Uloch 1, Aabbit Cruex Vier Approval for the individual Gower and Water facilities cannot be granted until the following items have been cwmplutod. • The enyy.oer's as-builts, wb Wn have Wen submitted Lo this office, are list within the paranctero of the on -situ installation iwrmit issued by this dopdrtinent. The discrepancies will need to be corrected botoru this dopartmunt can accept the submitted engineer au-builta. Please notify taIG Lapartwent i d .. ,.c:e i� n ishan the noted 6iscrepancies have been corrected. It there are any further y1103tions, pleaeo call this otfiCe at 264-472u. S cortilly, Cory Willy:, R.U. Acting &Eower s Water Program bian;lor S � O j mel- . . �y (� Cis 51/ej/7:2 , ).,,�• 1 CC. Leo N. Thotrpnon box 4-2751 Ancborayc, A;: 99so9 L, ' In