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HomeMy WebLinkAboutSOUTHFORK NORTH BLK 5 LT 5Southfork North Block 5 Lot 5 078-141-37 EXPIRED PERMIT Municipahty of Anchorage 0 ""V CU. Nn 1!MR) • :\nchnmgc,.11aJm !kh19.6 6M) •7cicphunc (ND343.9101 • Fk� (!1()7) W."_ X) 4i(N)I)mgna•ti)rcd •.1:nhompc, .11askn!Y.Ri(li """11wLnq( Mayor Mark Begicll 13u3lcling Safety DIsislon 21 February 07 Curt Williams 13216 Old Seward #23 Anchorage, AK 99515 Subject: Expired On -Site Water and/or Wastewater Permit Permit Number: SW060045 Legal Description: South Fork North Block 5 Lot,4b Dear Mr. Williams: An On -Site Water/Wastewater Permit, number SW060045 issued by this office for a single-family system, will expire on 28 March 07. Permits are valid for 365 calendar days from date of issue. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A one-time renewal fee for a second year may be issued for a $115.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, V9. C� Daniel J. Roth Program Manager On -Site Water and Wastewater Program Enc: Copy of permit Community, Security, Prosperity MUNICIPALITY OF ANCHORAGE Development Services Department On -Site 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 Date Issued: Mar 28, 2006 Expiration Date: Mar 28, 2007 Permit Number: SWO60045 Parcel ID: 078-141-37 Legal Description: South Fork North Block 5 Lot i 5 Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 17343 Santa Maria Owner Name: CURT WILLIAMS Lot Size: 103070 SQ. FT. Owner Address: 13216 OLD SEWARD HWY #23 Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99515 - 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 By. Date: Issued By Date: Municipality of Anchorage Development Services Department�i� Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ek.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. - I W-33 Property owner(s) CURT WILLIAMS Day phone 529-0105 Site address Zip Code 99577 Legal description (Sub'd, Block & Lot ) SOUTH FORK NORTH S/D: LOT 5. BLOCK 5. Legal description (Township, Section & Range) _N/A Lot Size 103 Qq0 Acres/Sq.Ft. THIS APPLICATION IS FOR( ®all that apply): Absorption Field El Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ID Water Storage ❑ Number of Bedrooms 3 THIS APPLICATION IS AN: Initial El Upgrade ❑ Renewal ❑ 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. GARNESS ENGINEERING GROUP, Ltd. Permit/Rush Fees: 7&i) •• "�� ��q I Is. a Date of Payment: Receipt Number (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS m+� February 27, 2006 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 Ref: Proposed Septic for South Fork north S/D; Lot 5, Block 5, To whom it may concern: The proposed 3 bedroom house will be served by a private well and septic system. We are proposing to install a new 1000 gallon septic tank and a 5 -wide trench type drainfield. Two test holes were excavated on the property by S&S Engineering. The drainfield will be designed around the 30 foot radii of these test holes. 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 drawing the average topography perpendicular to, and below, the drainfield is a 15-20 percent slope, running approximately southwest to northeast. In short there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. P.E., M.S. NOTE. - Attached is a site plan drawing, a design drawing, one soil log, which are all part of the design package for 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' Website: gamessengineering.com SOUTHFORK NORTH S/D LOT e. BLOCK 8, (NO CONCERN) SOUTHFORK NORTH S/D LOT 6. BLOCK S, SOUTNFORK NORTH S/D — — — — — _ — — LOT 6, BLOCK 4, 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 � 11 11 1 ` \ PROPOSED -- SEPTIC SYSTEM \ \ �> \ ` ` ` \ TH/z 1 1 I / SOUTHFORK NORTH LOT 4, BLOCK 3.. c� \ \ J SOUTHFORK NORTH S/D \ LOT 3. BLOCK B, \ GARNESS LNGINRERING GROUP, Ltd. CONSULTANTS 6 GENERAL CONTRACTORS Q• • • • • • ........ iro, c Rear eon. wrt ia. • uiwowcr. r eosin • mo.[ (wiUn-��» • rwv (Dons»-sau • �cs�rt: w.. w. 0 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: • • • •••••• ......••••• CURT WILLIAMS 529-0105 1 OF 2 Q '. fry arness. LEGAL DESCRIPnON: DRAWN BY: ��eOJ ^ C�-7923 Q SOUTHFORK NORTH SUBDIVISION; LOT 5, BLOCK 5. B.F.M. cb' o° o 4ey o� TYPE OF WORK: DATE. 040pO4OQOProfessTollOo SITE PLAN 2/27/2006 OF BEDROOMS:3 PER DAY (CPD): ISO DON RATE/S: 2.5 MIN./INCH D APPLICATION RATE: 1,2 DRAINFIELD SOTT.: 375 IM DEPTH:4 FEET 5 FEET 1:75 FEET APPROVED SAND FlLTER:2 FEET A/E:0.5 FEET DON FACTOR: N/A . SO.FT.: 375 SOUTHFORK NORTH S/D LOT 6. BLOCK 5, TO OBTAIN A COPY OF THE LETTER CONTACT CEG. 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 CONTRACTOR MUST HAVE SOUTH• EAST. & WEST LOT LINES FLAGGED PRIOR TO CONSTRUCTION ,y FUTURE INSTALL ��pp SEPTIC AREA DOUBLE �C, FOR L6. 85. CLEANOIRs�\Ce M1yM le ��,ALLLTERNATE SITE —PROPOSED / pRAINFlELD �\ \ • 4� P t b'ry \�ROPOSED 1000 GALLON \ SEPTIC TANK 1 I J i \ 1 1 1 1 1 1 1 1 1 1 1 ,yr o 1 1 �1\ SOUTHFORF NORTH S/E LOT 4, BLOCK OFA GARNESS ENGINEERING GROUP, Ltd. p;'?:' 4 y; CONSULTANTS& GENERAL CONTRACTORS Q••••••• •• ••••'• '• •' iA1 G 111000 1p W. Wt( 101 . NICIgMG[. Nt M FM (IPD?) M "- ASML .pw- -s 1 Q PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••• •••.. ..... ••• CURT WILLIAMS 529-0105 2 OF 2 1fr y A. G ness. LEGA. DESCRIPTION: DRAWN BY: OQ�g E-795 `Fa SOUTH FORK NORTH S/D; LOT 5. BLOCK 5, B.F.M. �Q see }'a7.dGFo°o 'TYPE OF WORK: DATE: 4�QdPro l s l SiOt\o\ PROPOSED WELL AND SEPTIC SYSTEM 1 2/27/2006 DOO000�� (R.v 01W) 4 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED LEGAL DESCRIPTION: L.-Cfr Pr; fEr C>(L 2 3- 4- 5- 6- 7 56 7 8 !' G 9 ' . n 10 11 _ 12 6 / 13 14 17J.OA, 15- 16- 17- 18- '91 516171819 20 COMMENTS S DATE PER Section: SLOPE WAS GROUND WATER ENCOUNTERED? s IF YES, AT WHAT I L O DEPTH? P el? E Depih to Water ABer 1 IAonitoringi 1 10 Dec.. SITE PLAN U PERCOLATION RATE Z4-5— (mmutevim�1h) PERC HOLE DIAMETER Le gi TEST RUN BETWEEN •4— FT AND `.L FT a A s ENGINEERING PERFORMED BY: 17034EaaeTee'�tver q�orard 1 1� �TFt CERTIFY THA ACCORDANCE WITHALT THIS TEST WAS PERFORMED IN EIL STMANLTNi00771. GUIDELINES IN EFFECT ON THIS DATE. DATE: /7F /9 —7 72-008 IF". 4/85) . 1* PERFORMED LEGAL 2- 3- L) 3J 6- 7- 8- 9- 10- 12-,.' 8g 10 12 : �M 13 / 19 t30 is- 116- 17- 18- 19- 20- COMMENTS 51617181920 COMMENTS Municipality of Anchorage DEPARTMENT OF HEALTH 8 HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST S i DATE ), Range, Section: SLOPE PLAN WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT 1 L O DEPTH? 4,5r 5�7-`I7 E Depth to Water After Monitoring)--ILD11310 Z�-eitail]] PERCOLATION RATE �l2 (mmutesmcuh1) PERC HOLE DIAMETER TEST RUN BETWEEN 7 FT AND LFT S 3 S ENGINEERING {%/ CERTIFY THAT THIS TEST WAS PERFORMED IN PERFORMED BY: ver oop oe o, I f ' ACCORDANCE WITXAQL&AIYK.A#J2"W48717L GUIDELINES IN EFFECT ON THIS DATE. DATE: /"/'17 72-008 (Rev, 4/85) 2-22-06: 1:17PM:MIDNIGHT MOON :9073444484 P B/ 10 FROM : PEGIOt4AL. 1M.ESThENT CC FAX NO. : 630 6645217 Rug. 22 2003 04:05PM P19 O ' Municipalityof Anchorage DEPARTMENT OF HEALTH b HUMAN SERVICES 625'L7 Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: r ' `� • �f�-c 1 - DATE LEGAL DESCRIPTION: ��� ��-'%�S 51��•1 down hi Ranga, Section: t ueri SLOPE 2 'I 5 •�. 6- 7- ) on ;w/oco WASGROUNOWATER ENCOUNTERED? �ACburw 9- IF Yrs. AT WHAT DenH> 10- 1011 bo Io w+n a!-1 MlNrorie3T i0 11 ,✓ 13 - 1 14 1S.Us�, 15 1116- 61)19192D 17- 18- 19- 2D COMMENTS v ■■■■.■...■ EMENOMMMON .■■■.■■■■■ PERCOLATION RATE qZSIvs- 'dmt1U PERC HOLE OIAMETEA TEST PUN BETWEEN ly� _._ FTANO L"C FT EE NG PERFORMED 61: F%mi �R,�r.ePtr ♦`�''����bp�� pie Z CERTIFY THAT TNI3 TEST WAS PERFORMED IN i ACCORDANCE WITH AIL STAY AVb*0 7 LGUIOELINESIN EiFECTONTHIS DATE DATE /�? 6 72-M IRa.4451 w� (erne -s oxtms on ;w/oco WASGROUNOWATER ENCOUNTERED? �ACburw u0. na T IF Yrs. AT WHAT DenH> bo Io w+n a!-1 MlNrorie3T i0 v ■■■■.■...■ EMENOMMMON .■■■.■■■■■ PERCOLATION RATE qZSIvs- 'dmt1U PERC HOLE OIAMETEA TEST PUN BETWEEN ly� _._ FTANO L"C FT EE NG PERFORMED 61: F%mi �R,�r.ePtr ♦`�''����bp�� pie Z CERTIFY THAT TNI3 TEST WAS PERFORMED IN i ACCORDANCE WITH AIL STAY AVb*0 7 LGUIOELINESIN EiFECTONTHIS DATE DATE /�? 6 72-M IRa.4451 2-22-06; 1:17PM;MIDNIOHT MOON FRIx1 : PEGIONRL IWESThENT CO FAX N0. : 830 8645217 a +� Municipality of Anchorage DEPARTMENT OF HEALTH 6 HUMAN SERVICES 825 "L" Street. Anchorage. Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED fOR: `' • 1 nac-- DATE LEGAL DESCRIPTION.,"r!5 Sn Township, Range, Section: tFc•T4N. �y�I(' 'i�?% SLOPE r 14 80 18 17 to 19 20 COMMENTS :9073444484 pug. 22 2003 04:05PM P20 111 9/ 10 "�...IQI �d � PERCOLATION RATE - {mmwIwincn) PEAC HOLE DIAMETER TEST AUN BETWEEN S FT AND LJ_. FT S it S QNGINEERING PERFORMED BY: - R11d N1. 204 1 •'��— CEA1IFYTNA7TrIS TEST WAS PERFORMED IN ACCORDANCE WITrEABb311YngAA♦♦dNIYt!!1C GUIDELINES IN EFFECT ON THIS DATE OATe: / 1 7 7Z -M 4Rlr. Vas) 2- 4, 4 F 1 6 ay 7 �0.CneSS 7 •r / a on a/�3/o�0 • �Waker 10 "L) • WAS GROUND WATER ENCOUNTEREOT /'� U COWkL t4ck6X 00 IF YES. AT WHAT DEPTH? 00 19 •1 • I Wb b Wqu Aur NNw"? 14 80 18 17 to 19 20 COMMENTS :9073444484 pug. 22 2003 04:05PM P20 111 9/ 10 "�...IQI �d � PERCOLATION RATE - {mmwIwincn) PEAC HOLE DIAMETER TEST AUN BETWEEN S FT AND LJ_. FT S it S QNGINEERING PERFORMED BY: - R11d N1. 204 1 •'��— CEA1IFYTNA7TrIS TEST WAS PERFORMED IN ACCORDANCE WITrEABb311YngAA♦♦dNIYt!!1C GUIDELINES IN EFFECT ON THIS DATE OATe: / 1 7 7Z -M 4Rlr. Vas)