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Home My WebLink AboutMCKINLEY HEIGHTS #1 BLK 4 LT 5McKinley Heights #1 Block 4 Lot 5 #051-212-43 Municipality of Anchorage ..r Development Services Department ; Building Safety Division 14 �^ On-Site Water & Wastewater Program, 4700 South Bragaw St. ,, ;, P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.enchorage.ek.us (907) 343-7904 Page 1 of 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW050321 PID Number. 051-212-43 Nome: JOHN MOORE Wastewater System: ❑ New ■ Upgrade Address: 4880 E. 101ST AVE. 99507 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 346-2548 3 DDeep Trench DShollow Trench Dead DMound ■Other LEGAL DESCRIPTION sei Its": 1.2 Taal Depth ham onyrwl gram: 11.0 MAX CPa/54. rL FL Block: IAL• Subdivision: 4 5 MCKINLEY HEIGHTS S/D #1 Own m P" Galan hen aginal pada: SEE DWG. Drm..l &On bonen ": 4.16 FL F, Township: Range: Section: rw oddod mom+ agtna grad*. Grana w4tn: — — — SEE DWG. n. 40+ R WELL: ■ New ❑ Upgrade crows wan: 5 Nu of snr: 1 Distance e.t...n s,w.: — rL n cb.elratmn (Pmet., A.e,c): rams Dptn: To:l�,a Tae ohoapeen awe: P" manna: R In. 400 so. rL D 3034/ F-810 Dre.r: G to Dalod: Stam Water Lwa: w.taaa: OWENS Dam kwt 9%29-30/2005 a. � GEG, Ltd. / TANK Corp Nada Avow around: a„ R FL SEPARATION DISTANCES ■Septic 0Holding 0S.T.E.P. 0Other* To Septic Tank Absorption Field Lift Station Holding Tank ubae/Prkmto sn.or ueo tb,wlacmm ANCHORAGE TANK a•paaM in sass"•' 1000 100'+ too'+ — — 25'+ Yat.nal: STEEL Mumea a alnparlmrm. 2 ce Water rLot 100'+ 100'+ — — — LIFT STATION ine 5'+ 10'+ — — — sr In gaeno. Nanaaelv.r Foundation 5'+ 10'+ — — — en kwa a:= a: /tpn waw* earn of Curtain Drain NONE KNOWN pump Yoko I: 1 Ebctrtaal w.p.aaan. p.Aann.d by. Remarks: BENCH MARK toeeuon and Do"tAn: THE SEPTIC SYSTEM ON LOT 4 WAS COMPLETELY BOTTOM OF TANK ABANDONED PER UPC. Awwun.wd E"wlmn` 99.5 R ENGINEER'S SEAL PAF, ... ••�q�;dp0 Inspections performed by: GE(;. Ltd. Dates: 1st 9/29/2005 ':.° 0 2nd 9/30/2005 3rd �Q ey A Gayness Q Development Pervices Department Approval CE —7 53 e`p� �DOp"Profess Reviewed and approved by Date:laZ`1�2iZi }a^°oma (Row. "l) INUMBER: PARCEL ID NUMBER: SW0 AS -BUILT DRAWING I SW050321 051-212-43 TOE OF 100% SLOPE LOT 4. BLOCK 4; MCKINLEY HEIGHTS S/D/1 (VACANT) NEW 3 BEDROOM EXISTING WELL - I 1 I I � 1 1 A B CO DRAINFIELD WERE GRADED TO 82.6 LESS TNAN 25 PERCENT SLOPE 126.2 ` ST2 TNIz NEW DRAINFIELD 40' LONG sALTERNATE SITE 133.8 121.3 DBL2 135.3 122.8 C01 OBL2 140.3 "T' 150.3 139.5 CO2 NEW 1000 GALLON 154.2 SEPTIC TANK 1 167.61 TOE OF 100% SLOPE LOT 4. BLOCK 4; MCKINLEY HEIGHTS S/D/1 (VACANT) NEW 3 BEDROOM EXISTING WELL - I 1 I I � 1 1 A B CO 93.7 82.6 STI 126.2 114.1 ST2 131.8 119.4 DBL1 133.8 121.3 DBL2 135.3 122.8 C01 150.8 140.3 "T' 150.3 139.5 CO2 168.5 154.2 MT2 1 167.61 153.7 LOT S. BLOCK 4; MCKINLEY HEIGHTS S/0/1 GARNESS ENGINEERING GROUP, Ltd,. CONSULTANTS IL GENERAL CONTRACTORS.•••••• •• •••••. 3]01 L 310011 110.0. a 101. •e6loMfi 311 Nl01 . N (e07)M) IT • Irvt (p31>1e�03N . 006LR we7 Msen PREPARED FOR: PHONE NUMBER: PACE NUMBER: ••• •••• •••••••• JOHN MOORE 346-25482 OF 3 Q A. Gar ess; LEGAL DESCRIPTION: DRAWN BY: Ohl: CE— '• �d I MCKINLEY HEIGHTS SUBDIVISION #1; LOT 5, BLOCK 4. C.J.G. TYPE OF WORK: DATE: QOO r ssf.jOoo AS—BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM 11/14/2005 (Rev. 01105) PQt"rtNUMBER:AS-BUILT DRAWING PARCEL ID NUMBER: I SW050321 051-212-43 Fig TOP OF HIST - INVERT OF AT INLET - NEW 1000 GALLON SEPTIC TANK FINAL GRADE - 101.22-101.53 ORIGINAL GRADE O FABRIC HIGHEST POINT - 103.29 FILTER. TH/1 g 2 / RELATIVE ELEVATION OF BOTTOM OF TEST HOLES - 83.29 (NO H20) TANK AT - 10435 F BUNG AT - 10334 OF DISTRIBUTION LINE - 96.45 BOTTOM OF TRENCH - 92.29 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS E GENERAL CONTRACTORS �•••T• •• •••••• •••••• 1101 L 1 BONA M 101 • M *cwQL MI • IAC LI01),i " •cone Owen PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •• •• ......•••• ••••••• JOHN MOORE 907-346-2548 3 OF 3 OO �, ' ey ess: LEGAL DESCRIPTION: DRAWN BY: O ° CE -79 3 :t MCKINLEY HEIGHTS S/D #1; LOT 5. BLOCK 4. B.F.M. Odd see''/(�(s S �coN TYPE OF WORK: ATE VOQ�Professior, PROFILE DRAWING 11/15/2005 �40000�0 Municipality of Anchorage Development Services Department • "� Building Safety Division ;.r Onsite Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Gorness Engineering Group Legal description: McKinley Heights #1. Block 4. Lot 5 The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. _ ❑ Additional soils information needed. _ ❑ Water monitoring results inadequate. _ ❑ Discrepancy in information submitted. ❑ Topographic information missing or inadequate. ❑ Incomplete; missing ❑ Incomplete; missing ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. _ ❑ Measured/proposed distances/dimensions missing. _ ❑ Locations of all soils, percolation and water monitoring tests not shown. _ ❑ Proposed system too deep for soils information submitted. _ ❑ Well log required. ❑ Omission in narrative. ❑ Insufficient fill over tank or field._ ® Other. 1.) Was final grading completed? 2.) Was wastewater disposal system on Lot 4 decommissioned? Name of reviewer: Julie Makela. P.E. Date: 11/23/2005 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SWO50321 Date Issued: Aug 25, 2005 Expiration Date: Aug 25, 2006 Parcel ID: 051-212-43 Legal Description: MCKINLEY HEIGHTS #1 BLK 4 LT 5 Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 021907 SPRING CREEK LN Owner Name: JOHN MOORE Lot Size: 40511 SO. FT. Owner Address: 4880 E 101ST AVE Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99507 - This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank p 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 By. Date: �SYK— Issued By. AP Date: Municipality of Anchoraged •itj": Development Services Department ;�1�' ' '• / Building Safety Division Onsite Water 6 Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-212-43 - Permit Number Property owner(s) JOHN MOORE Day phone 346-2548 Mailing address (1) 5&g address (2) -•. •• • • • • • • •NFIXeRAL. M MAN 1 • i • [tie Ifs :•1/ M1912 Legal description (Section, Township & Range) _N/A Lot Size Ho • 5-11 Acr Sq.Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only )♦ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made fora Single Family Dwelling and is in accordance with applicable Municipal codes. CARNESS ENGINEERING GROUP, Ltd. Permit Fees: q 1D V + 17; Date of Payment: 7K-9;'0�; Waiver Fees* Date of Payment: Receipt Number: _ qGi' , Receipt Number: GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS August 23, 2005 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ret: Proposed Septic System for McKinley Heights Subdivision; Lot 5, Block 4, To whom it may concern: The proposed 3 bedroom house will be served by a private well and septic system We are proposing that a 1000 gallon septic tank and a dual 5 -wide trench type drainfield be installed. Two test holes were excavated on the property and the proposed drainfield will be designed around the 30 foot radii of these test holes. There is a well that was previously drilled on the referenced property. The owner is planning to use this well for the proposed 3 bedroom house. Brian Willie with Arrow Pump and Well Services determined the well to be 190 feet deep, and cased to 56 feet. The casing also extends 2 feet above grade, the well wires are in conduit, and there is a sanitary seal on the well head. The owner of the referenced property also owns the lot next to it; McKinley Heights Subdivision; Lot 4, Block 4. On Lot 4, there is an existing 8 foot high cinder block foundation and a septic system that is currently not in use. The foundation will be completely removed and the septic system will be abandoned completely at the time of the installation. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system 4. TOPOGRAPHY: As can be seen on the attached design and detail drawing the average topography in the area of the drainfield is a 15-35 percent slope running approximately south to north. All areas 35 feet below the alternate site are to be graded less than a 25 percent slope. We request a 35 foot waiver to any slope greater than 25 percent (see attached detail drawing page 3 of 3). We are unaware)f'any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, plepse contact us at 337-6179. Thank you for your assistance. M.S. ATEVAttached is a site plan drawing, a design drawing, a detail drawing, and two soil logs, which are all part of the design packagefor this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 • Fax: (907) 338-3246 0 Website: gamessengineering.com LOT 9, BLOCK J: MCKINLLYY H= S/Df1 � I 1 LOT B. BLOCK 4: MCKINLEY HEIGHTS S/01 (NO CONCERN) LOT 7. BLACK 4: MCKINLEY HEIGHTS S/D f t 100' VMI RADItmj I LOT . BLOCK 4MCKINLEYaHEIGHTS 5/Dft SEPTIC / 1 \ VENTS • / LOT 4. BLOCK 4: C': MCKINLEY HEIGHTS S/Df1 THf1 a' HIGH CINDER SEPTIC SYSTEM 1 �� • //// BLOCK FOUNDATION BE REMOVED. ANTO BE ABDON I PROPOSED MILL /� sM OUSELOT r_G�(,v ✓// MCKINLEY,HEIB � S/D f 7 (NO CONCERN) r7 / LOT OCA. BLOCK 7: MCKINLEY HEIGHTS S/Dft OCL / ROIOMATE \ , , uiaNiEYLOT 4HEIc . BLOCK s%DN 1 LOT 3. BLOCK a: 1 APPROMMATE \ MCKINLEY HEIGHTS S/Df1/ • ,�6•l LOCATION? , 1 / \ / C/J��Y 1 ,00_ WELL GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS d GENERAL CONTRACTORS O. • • • • • •' ' • • ...... ......... PREPARED FOR: PHONE NUMBER: PAGE NUMBER: Q�.+!.•1•• •.• .••••• .••••••• JOHN MOORE (90 7) 346-2548 1 OF 3 OQ �, ':� A 83 LEGAL DESCRFTION: DRAWN BY: Q�°off CE -795 MCKINLEY HEIGHTS SUBDIVISION #1: LOT 5, BLOCK 4, R.A.L. 71z>s' ' 64 TYPE OF WORK: DATE �ofatslc�a SITE PLAN FOR PROPOSED SEPTIC SYSTEM 7/26/2005 �VOpr� tR«. otAsl NOTE: THE CONTRACTOR SHALL HAVE THE WEST LOT LINE AND ALL 100' WELL RADII FLAGGED BY A REGISTERED LAND SURVEY( ALL AREAS 35 FEET BELOW DRAINFIELD IS TO BE GRADED LESS TWIN A 25 PERCENT SLOPE (SEE DETAIL DRAWING. PACE 5 OF 5).� TOE OF t00XL SLOPE LOT 4. BLOCK 4; MCKINLEY HEIGHTS S/D/1 (VACWO TOBE ARAN ED / If I EXISTING I WELL - 1 \ ` r700' WELL \. C/ PROPOSED DRAINFIELD RADIUS (SEE PACE 3 OF 3) \ RNATE \ \ TTE TH 2 l TH/ NUMBER OF BEDROOMS.3 GALLONS PER DAY (OPD): 450 PERCOLATION RATES: <1 MN./INCH PROPOSED APPLICATION RATE. IS MINIMUM DRAINFIELD SO.FT- 375 DRAINFIELD DESIGN: MAXIMUM DEPTH: 6 FEET WIDTH: 5 FEET LENGTH: 40 FEET M.O.A. APPROVED SAND FILTER: N/A EFFECTNE:4 FEET REDUCTION FACTOR: 0.5 ACTUAL SOFT» 400 LETT LW. I• I � LETTETT THAT PERTAINS 10 THIS DESIGN. i — TO OBTAIN A COPY OF THE LETTER — — — CONTACT GEC. BY PROCEEDING FORWARD — WITH THIS INSTALLATION. THE ENGINEER. WELL DRILLER. CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND DOUBLE CLEANOUT m I _ I INSTALL I FOUNDATION \ �7 CLEANOUT \ PROPOSED \\ 3 BEDROOM HOUSE LOT 5. BLOCK 4: MCKINLEY HEIGHTS S/D/1 10 .•:�\BGG/ � // GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS i GENERAL CONTRACTORS I L Tuldl NWA Y 101 • MWMO L Mt "W • R OMAN- 1" • FAX 00nLY =M • `ona w.4wm�*w"r PREPARED FOR: PHONENUMBER: PAGE NUMBER: JOHN MOORE (9 07) 346-2548 2 OF 3 LEGAL DESCRIPTION: - -- —AWN BY: MCKINLEY HEIGHTS SUBDIVISION i1: LOT 5. BLOCK 4. 1 R.A.L. OF WORK IESIGN FOR PROPOSED SEPTIC SYSTEM 7/26/2005 I (; I GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS i GENERAL CONTRACTORS c nca Woo. ■1R 101 0 0434ORM , M war 0 n owy)lw4lw • Mt (907)�" • � PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••• • i •• .•• .......... JOHN MOORE 907 346-2548 3 OF 3 OQ p ';j ey. A. amess: LEGAL D6CRIPDON: DRAWN BY: Di CE -79 MCKINLEY HEIGHTS SUBDIVISION #1; LOT 5. BLOCK 4. R.A.L 00 I7 f'+ Fo°off 0 m Pro lasdood DATE' X000 DETAIL PROPOSED SEPTIC SYSTEM 7/26/2005 � (Pa . o1As) GARNESS -- -' 0�.0F A�gsou ENGINEERING GROUP, Ltd. CONSULTANTS b GENERAL CONTRACTORS SOIL LOG — PERCOLATION TEST .... ................... LEGAL DESCRIPTION: - MCKINLEY HEIGHTS SUBDIVISION 1• LOTS BLOCK 4 u '. G mess.: a PERFORMED FOR: JOHN MOORE DATE: 7 18 2005 vv CE- 53 PTH zz-mom (f - 0�f et . 6' ORGANICS EST HOLE 2 3 - - 6' - SOIL CLASSIFICATIONS 2 - , 0' 6 ' GWORG 3:+ - J > r GP I I LL110ML / 4x - GM CL q o ',d. - GC OL N 0' 6' °.: SW MH SP C SM x i i OH 6 oar Sc �TH#2 o -x 7 obiDEPTH TO GROUNDWATER DATE TH#I DRY 7/18/2005 o -x DRY 7/25/2005 9 o iF GW -GM SCALE: M'/ 1 - 100' 10 SW/SP c;x CLOCK NET TIME WATER LEVEL NET DROP DATE READING TIME (MINUTES) READING (INCHES) 4st 7/19/2005 12 4'x 13 b�x 14 !ri? o -x �.:t? 15 f p? Is - 6 17 o:x 17 O�x -o-.x PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 o�x o-ff TEST RUN BETWEEN 6.0 FT. AND 6.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: THE INSITU SANDY SOILS WILL ACT AS A SAND FILTER. BY GEC. Ltd. I, JEFFREY A. GARNESS. CERTIFY THAT THIS WAS ERF RMED IN ACCORDANCE PERFORMED WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 2 1 - - 6' - 2 - 2 0' 6' 3 - - 6' - 4 - 2 0' 6 ' 5 - - 6 ' - 6 - 2 0' 6' GARNESS ENGINEERING GROUP, Ltd. 1 - - * �' 4 •A 2 CONSULTANTS b GENERAL CONTRACTORS 2 0' M of • wotw.aC nac i • M: COWAM�U* w wmx' �•ye. ....... ... ... ............. 6' - SOIL LOG — PERCOLATION TEST • "" •• .. •„ .••.....••.• LEGAL DESCRIPTION: MCKINLEY HEIGHTS SUBDIVISION 1• LOTS BLOCK 4 •. . G mess;• PERFORMED FOR: JOHN MOORE DATE: 7/18/2005 a °4 s' .� 9 •�dP if��6o DE ---- 6 - (feet) 0� ORGANICS EST HOLE 1 440/paon 'o r SOIL CLASSIFICATIONS 2 o-x �.T. , o-x -•..s GW =-.-= ORG 3 GP ML bx GM CL 4 tr GC OL N 'pw'-;. °. °. g SW MH 5- .j.�' Qct '• • SP CH o-d SM x : OH 6 otx SC 1TH#2 7 o-x DEPTH TO DATE oX�TH#I GROUNDWATER 8 a.x or DRY 7/10/2005 t, DRY 7/25/2005 9 Qx o-'�i� GW-CM SCALE: w/ 1 - 100' 10 SW/SP ;Aq! CLOCK NET TIME WATER LEVEL NET DROP 11 f p! DATE READING TIME (MINUTES) READING (INCHES) tr•x .a f! 7/19/2005 12' o: 13 b'x ! p! 14 ox Ox f �! 15 of 16 yo-j;x of -Q..x 18 f p! s.! Q.x PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 ox TEST RUN BETWEEN 6.0 FT. AND 6.5 FT. 20 B.O.H. A FOUR HOUR PRESOAK WAS PERFORMED: YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB CALL COMMENTS: THE INSTTU SANDY SOILS WILL ACT AS A SAND FILTER. PERFORMED BY CEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 7 7 1 - - 6' - 2 - 2 0' 6' 3 - 6' - 4 - 2 0' 6' 5 - - 6' - 6 - 2 0� 6' AUG -23-2005 03:09 AM P.02 AAROW Pun111 & Wrll SrrzvicE, LLC '.O. Box 14.0496 A-I.,horage. AK 99511 7052 Office: (907) ;46.9355 • Fax (907) 333-8976 Palmer (907) 745 X477 • Eagle River. (907) 622-93:15 .100 SITE / 1 I :5- J L _ PRA ON !^_ I WE140l41N , '!. w NA1TD r'•1'AP !>kl•'•'A S -JG' G G.: oaurTlTr DESCRIPTION In c(f= _ .. Or--- riaJ IA1 `)cUr_.4 fc:��{ ---- -- - — ..._..... LABOR HOURS - FIAT — AMOUNT— : rOTAL MATERIAL �— TOTALLABOR Thank You COMP. • OTAL ' 1 AUOR PAY THIS AMOUNT SIGNATURE :I Wr•?' li'ktlOwbnll, IhP S di5fyrlery ColnPkrrv.:R•? Above I NCrk.) TERMS: ACCOUNTS PAYABLE AT 10TH OF MONTH FOLLOWING PURCHASE. SERVICE CHAPGF. AT RATE OF 1.5-: PER MONTH WILL. BE CHARGED ON CIVEPUUE ACCOUNTS.