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HomeMy WebLinkAboutWOODBOURNE TRAILS LT 6AOnsite File Woodbourne Trails Lot 6A PID# 015-192-42 Formerly Trails End Blk 6 Lt 6. George P. Mierch, Magor 2/3/2003 Dave Harr 10301 Stroganof Dr. Anchorage AK 99516 MimidpWW of Anchorage Building Safety Division Subject: Expired On -Site Water and/or Wastewater Permit. Permit Number: SW020001 Legal Descriptiotr:`Woodbourne TrailsLot-6A' Dear Dave Harr: I� 2002 An On -Site Water/Wastewater Permit, number SW020001, issued by this office for single-family system, expired on January 2, 2003. This permit was valid for 365 calendar days. 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. When applying for a new permit, the fees are: $320.00 for a wastewater permit and $120.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely Ja s Cross s, PE Ma ager On -Site Water and Wastewater Program Enc: Copy of permit P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: (907) 343-8301 < Pax: (907) 343-8200 4700 South Bragaw Street • Anchorage, Alaska 99507 kitty:/h««�-.ci.anclioi'a�e. ak.us 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 Renewal Permit Number: SW020001 Legal D"escriptidn: WOO�DBOURNE TRWS LT""" Design Engineer: 0041 AK Water & Wastewater Consultan Owner Name: Dave Harr Owner Address: 10301 Stroganof Dr. Anchorage , AK 99516 - Date Issued: Jan 02, 2002 Expiration Date: Jan 02, 2003 Parcel ID: 015-192-42 Site Address: 011550 STROGANOF DR Lot Size: 40127 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: C 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: Issued By: Date: 1 LJ Date: 2 o Z Municipality of Anchorage • Development Services Department p4E e4, 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 SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. . co j $- ►q 2_-92_ Permit Number SW OlOop 1 Property owner(s)O x J ; ({ c. f Day phone `iy 105 12_ Mailing address (1) f n 3 0) s Mailing address (2) f Zip Code 9 9 S 07 Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size 4012 7 Acre THIS APPLICATION IS FOR: Number of Bedrooms 3 Sewer Only 1W Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. l further certify that this application is being made for a Singl�,a� ly Dwelling and is in accordance with applicable Municipal Codes. of prope4 owner or authorized agent) Permit Fees: RF. Date of Payment: Receipt Number: (Rev. 12/00) -[--uj1 Waiver Fees: Date of Payment: Receipt Number: MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Jan 02, 2001 Expiration Date: Jan 02, 2002 Permit Number: SWO10001 Parcel ID: 015-192-42 Lega escnp ion- GV6Ob$OURNE TOAX9 L`f"" 6A Design Engineer: 0041 AK Water & Wastewater Consultant Site Address` 011550 STROGANOF DR Owner Name: Dave Harr Lot Size: 40127 SQ. FT. Owner Address: 10301 Stroganof Dr. Total Bedrooms: 3 Permit Bedrooms: 3 Anchorage , AK 99516 - This permit is for the construction of: Disposal Field E,/] Septic Tank Holding Tank F 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 DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 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: Issued By: Date: / — p J Date: 1-2-01 MUNICIPALITY OF ANCHORAGE ^�(/� (� Department of Health & Human Services `" " NOTE: Application must be filled out completely on -Site Sewer/well Permit Application SINGLE FAMILY DWELLING — 4'a Property Owner Name^ �j) Parcel Idenhflcahon Number iy_ _.L�tl� htccft' Mailing Address Q Day Phone Legal Description (�� Zip Code 215b` ` Lot Lot Number f B Block Subdivision � o edrooms _ nange Inspectionsw�l �6e conducted by:{Approved Engineering Firm ❑ Municipality (permit fee included) ED E]ollowing: Hot Tub Swimming Pool Therapy Pool Jacuzzi Does your house contain any of the fWater Softener Unit This application is for: Sewer Only ❑ Sewer and Well O Sewer Upgrade ❑ Well Only ❑ Water Storage I certify that th:with e information is correct. I further certify that this applicationg made for a Single Family Dwelling and I' •• '' in accordanceplicable Municipal Codes.W ' Fees: 19 n ---// l/ — Receipt# �b G� 7 �WQ/0Od/ Permit # Waiver Fees: - 72 -012 (Rev. 4/98)` _ Receipt # Waiver # ALASKA WATER F& WASTEWA'T'ER granas C Cr N S U LTAN TS . I NC. a+awnaw=+awan�warwaa��w+awttmuzYuwaaxw+naw November 22, 2000 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic Design for Woodbourne Trails Subdivision; Lot 6A To whom it may concern: The proposed 3 bedroom house will be served by a private well and septic system. Four test holes were excavated on the property. The proposed septic system will be designed around the 30 foot radii of test hole 41 and #4. We are proposing that a Biocycle unit and two, five foot wide drainfields be installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that due to the overall appearance of the soils, an application rate of 0.5 gallons/day/ft2 should be used; with a $iocycle system. 2. TRENCH DESIGN: a. Percolation Rate: 80, 60, & 80 minutes/inch b. Allowable Application Rate: 0.5 gallons/day/ft2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 900 ft2 f Total Depth: 8 feet (max.) g. Effective Depth: 4 feet h. Width: 5 feet i. Reduction Factor: 0.5 i. Minimum Length: 90 feet long (2 @ 45') j Effective absorption area = 900 ft2 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com 4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average topography of this property is a 15 to 25 percent running from approximately east/northeast to west/southeast; in short, there are no slope concerns. The trenches are to be installed parallel to slope contours. 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 E., M.S. NOTE: Attached is a site plan drawing, a design drawing, a profile design drawing, a topography site plan, four soils logs, and a 7 page construction specification letter which are all Part of the design package for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com ---------- n I I II TRAILS END S/D I I ---- TRAILS END S/D LOT 2, BLOCK 6, II II II II LOT 9, BLOCK 6, it W II � TRAILS END S/D 11 TRAILS END S/D LOT 3, BLOCK 6, II LOT 8, BLOCK 6, � 0 II Z Q --_—_—__-- — — — — — — — — — — 0 —..------.--- -----_.—.--- 0 TRAILS END S/D ry LOT 7, BLOCK 6, F- TRAILS END S/D `-VACANTD LOT 4, BLOCK 6, PROPOSED GARAGE Z1 ..------ -- �n II/PROPOSED � i� II II� WOODBOURNE TRAILS S/D LOT 5A,BL0'K 2, II IITH2+ ��- II WACAN� j LL 11 ss ss ( SEPTIC SYSTEM. ��� `MTsk\.N�f`s\ _—_� ._-------\ _------= SEE DESI�GN. �`s `„5`x`1 PAGE 2 OF 3_ ._.,-------�--1----- ------t------- --�_ — ALTERNATE SITE I I I I � I ` ZA�� I WOODBOURNE TRAILS S/0 I LOT 10A,BLOCK 2, 1 I I I I DATE: 11/22/2000 I� DRAWN BY: AL.ASKAWATKR & WASTEWATER f K.D.W. c;:rsys:smmanua;wvsnruaaxvxunr CONSULTANTS, INC. .vwmm�.rruus:meu SCALE: 6901 DESARR ROAD. SUITE 2B • ANCHORAGE AK 99504 • PHONE (907)337-6179 • FAX 907)338-3246 1 n 100, PREPARED FOR PHONE NUMBER: - PAGE NUMBER: DAVE HARR (907) 346-39451 1 OF 3 LEGAL DESCRIPTIONi. WOODBOURNE TRAILS SUBDIVISION; LOT 6A, TYPE OF WORK: _ .. .. SITE PLAN OF PROPOSED SEPTIC SYSTEM Is U Q PROPOSED THREE BEDROOM HOUSE ( � U ftF s,. at Amo._ ..... co°i> NOTE: THE CONTRACTOR SHALL HAVE THE 100 III FOOT WELL RADIUS AND THE EASEMENTS IN STROGANOF DRIVE) THE AREA OF THE PROPOSED SEPTIC SYSTEM AND ALTERNATE SITE FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. / 20' UTILITY EASEMENT '" • .a __ SEE PAGE 3 OF 3 FOR DETAILS. \ \ \ \ \ \ \ \ \ \ gTMT \ _ 10' WALKWAY EASEMENT — — — — — — — — — T / ___. — — — — — — — — — — — — — — 10' DRAINAGE EASEMENT / / ALTERNATE SITES. TWO TRENCHES THAT ARE 28 FEET LONG AND ONE THAT / IS 34 FEET LONG. TOTAL / LENGH IS STILL 90 FEET. DATE: >..., 1 l/22/2000 ALASKA WATER & WASTEWATER SCALE: K.D.W. CONSULTANTS,INC. *.. 901 DEBARK ROAD, SUITE 2B •ANCHORAGE. AK 99504 •PHONE (907)337-5179 •FAX (907)3585246 1 " = 30' EPARED FOR: PHONE NUMBER: PAGE NUMBER: D DAVE HARR (907) 346-3945 2 OF 3 OQ a ;AL DESCRIPTION: WOODBOURNE TRAILS SUBDIVISION; LOT 6A 'E OF WORK: DESIGN OF PROPOSED SEPTIC SYSTEM W953 W \ • Ad \ ,p�sGEO � a. THII e$ INSTALL \A PROPOSED BIOCYC FOUNDATIO CLEANOUT I 1 OO,b ry I NOTE: OF TH#2 HO SFF MUST BE I \ ! I 0 NDATI 1 y ! PROPOSED DRAINFIELDS. EXCAVATE R' \ MTS \ ! TWO TRENCHES THAT ARE 8 FEET DEEP, BY 5 FEET WIDE, BY 45 \ \ \ \ \ FEET LONG EACH. ADD 4 FEET OF CLEAN, WASHED SEWER DRAINROCK. INSTALL TRENCHES PARALELL TO SLOPE CONTOURS. SEE PAGE 3 OF 3 FOR DETAILS. \ \ \ \ \ \ \ \ \ \ gTMT \ _ 10' WALKWAY EASEMENT — — — — — — — — — T / ___. — — — — — — — — — — — — — — 10' DRAINAGE EASEMENT / / ALTERNATE SITES. TWO TRENCHES THAT ARE 28 FEET LONG AND ONE THAT / IS 34 FEET LONG. TOTAL / LENGH IS STILL 90 FEET. DATE: >..., 1 l/22/2000 ALASKA WATER & WASTEWATER SCALE: K.D.W. CONSULTANTS,INC. *.. 901 DEBARK ROAD, SUITE 2B •ANCHORAGE. AK 99504 •PHONE (907)337-5179 •FAX (907)3585246 1 " = 30' EPARED FOR: PHONE NUMBER: PAGE NUMBER: D DAVE HARR (907) 346-3945 2 OF 3 OQ a ;AL DESCRIPTION: WOODBOURNE TRAILS SUBDIVISION; LOT 6A 'E OF WORK: DESIGN OF PROPOSED SEPTIC SYSTEM W953 irp--Mr--------------------------------- M —rp�. U, T 11 L ------------------------------ ------J 1 .z5" PIA, LATERAL .25" PIA. SOUP MANIFOI,P (15, 0.25" HO.E5 M I.A1I;RAL) HOLR5 5FACEP 3_0' ON CENTER FACEt7 POVVNWARP_ r-- -------- .. ------1 O MT Mf O -------------------------------------- DETAIL -------------------------------- ---JDETAIL DRAWING MT Mf 1,25 FRESSURIZEP 1215TRI6u11ON LINE WITH 0,25 INCH HOI.E5 EVW 3,0 FEET ON CENTER. ALASKA W DAVE HARR 1 WASTEWATER K.D.W. �* .cis INC.SCALE: �x :e+:rt is�mcmmw»-.mnr,: • PHONE (907)337-6179 • FAX (907)338-3246 7" = 30' PHONE NUMBER: PAGE NUMBER: (907) 346-3945 3 OF 3 0 4L DESCRIPTION: Q4�n WOODBOURNE TRAILS SUBDIVISION; LOT 6A C E OF WORK: DESIGN PROFILE OF SEPTIC SYSTEM ENP5 CAMP PI A. Garnessf -7953 ,poi ALASKA WATER & SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: WOODBOURNE TRAILS SUBDIVISION; LOT 6A PERFORMED FOR: DAVE HARR DATE PERFORMED: 8/25/2000 DEPTH - TEST HOLE #1 (feet) ORGANICS 1 2 3 4 5 6 DATE LIGHT SEEP 0 6 8/18/00 ML SOIL CLASSIFICATIONS 10/19/00 ORG CL OL MH CH OH GW GPML GM GC SW SP SM SC lu^---------T— z, %? X" II II TH#3 o �" ", i / *ML 11 12 13- 14— GM 314GM 15- 16- ('GROUNDWATER 17 B.O.H. 18- 19— PERCOLATION RATE 80 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 20 TEST RUN BETWEEN 7.5 FT. AND 8.0 FT. COMMENTS: *SEEP DISSIPATED. DEPTH TO GROUNDWATER DATE LIGHT SEEP 0 6 8/18/00 DRY 8/25/00 16.6 10/19/00 — A. Gayness: —7953 SITE PLAN READING CLOCK TIME I = IDO PRoaosED WATER LEVEL READING NET DROP (INCHES) GARAGE PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING — lu^---------T— X" II II TH#3 1 1:52- II II TH#2+ II LLl II I . tpD_uTjy 30 ae_ , -_7 ♦THjj1 � PROPOSED THREE _ _ _ _ — -- BEDROOM —HOUSE —{— --- 2:23 _ _ ----------- — % TEST HOLE — — � — � � LOCATIONS ARE I GENERAL I 2:53 DATE READING CLOCK TIME I NET TIME I (MINUTES) I WATER LEVEL READING NET DROP (INCHES) 8/23/00 PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING 1 1:52- 2 2:22 30 3 2:23 — 6" — 4 2:53 30 5 5/8" 3/8" 5 2:53 — 6" — 6 3:23 30 5 5/8" 3/8" PERFORMED BY ALASKA WATER & WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFOR►NED/_IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON ALASKA WATER & WASTEWATER CONSULTANTS, INC. 6901 DEBA R ROAD SUITE 2 - ANCHORAGE, AK. 99504 PHONE �907) 3SB 7�6179 . FAX (907) 338-3246 SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: WOODBOURNE TRAILS SUBDIVISION; LOT 6A pp,.... . .. ....... ........ PERFORMED FOR: DAVE HARK ....... .......... e ey A. Garness DATE PERFORMED: 8/25/2000 * C -7953 DEPT ............ .. 1� ITEST HOLE #2] (f eet ORGANICS 4 ov'� sof esslO"ot*� 2— SOIL CLASSIFICATIONS SITE PLAN PROPOSED I I" = 100' GARAGE GW ORG 3— ML GP ML GM CL 4 — GC OL SW MH 5 SIP CH SM OH 6 — SC 7 8 9 I I TH#2+ uu +TH#1 — DEPTH TO DATE PROPOSED THREE GROUNDWATER BEDROOM HOU I SE — DRY 8/18/00 - — — - --------— — — — — — — DRY 8/25 00 ---------- 7 --------- TEST HOLE -Lo/1 9/00 LOCATIONS ARE� 10— GENERAL TIME I WATER LEVEL NET DROP 11 12 13 14 15 — A/ML DATE READING CLOCK NET T . 18 I TIME (MINUTES) READING (INCHES) — 8/23/00 PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING — 1 1-55 6- — 2 2:25 30 5 1/8- 7/8- — —3 2.25 1/4' 3/4- 4 2-.55 30 — 5 2-55 6- — -- ---�/4- 1/4' 16—M 3:25 30 B.O.H. 17 19 PERCOLATION RATE 40 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 20 TEST RUN BETWEEN 6.5 FT. AND 7.0 FT, COMMENTS: TH PIPE BENT OR HAS OBSTRUCTION, CAN'T MEASUERE BELOW 11.0'. PERFORMED BY ALASKA WATER & WASTEWATER. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFOJIME[l IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON DATE: II II ALASKA WATER & WASTEWATER CONSULTANTS, INC. I SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: WOODBOURNE TRAILS SUBDIVISION; LOT 6A PERFORMED FOR: DAVE HARR DATE PERFORMED: 8/25/2000 DEPTH 2 im ! (feet TEST HOLE "71 j I ozlm 1//m000 I 5 6 7 8 9 10 11 12 13- 14- 15- 16- 17 — B.O.B 18- 19- 20 COMMENTS: ORGANICS 21 GROUNDWATER lqw� sm SOIL CLASSIFICATIONS DEPTH TO GROUNDWATER DATE SEEP 0 16'_ E�7-18700 13.9' 8/18/00 Virg 10/19/00 IBM II II TH#3*III \ DEPTH TO GROUNDWATER DATE SEEP 0 16'_ E�7-18700 13.9' 8/18/00 11.8' 10/19/00 7953 ISITE PLANI 1" = 100' 1 PROPOSED GARAGE -\ READING CLOCK TIME T TIME (MINUTES) LL— NET DROP (INCHES) �flT PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING II II TH#3*III \ 1.54 TH#2+ 6- I H I II U -JQQ:_po_L�� 2 +TH#1 30 4 1/2- PROPOSED THREE - - - - - --- - - - - - - - - -/- I SE -------- 2:24 7 TEST HOLE r GENERAL I 4 DATE READING CLOCK TIME T TIME (MINUTES) I WATER LEVEL READING NET DROP (INCHES) 8/23/00 PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING 1.54 — 6- 2 2:24 30 4 1/2- 1 1/2" 3 2:24 — 4 2:54 30 4 3/4- 1 1/4- 5 2:54 — 6- — 6 3:24 30 4-3/4-—1 1/4" PERCOLATION RATE 24 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 7.5 FT. AND 8.0 FT. A -S A PERFORMED BY ALASKA WATER & WASTEWATER. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF QRMEI)_ IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON DATE: 11 ?" ALASKA WATER & WASTEWATER CONSULTANTS, IN LEGAL DESCRIPTION: WOODBOURNE TRAILS S/D• LOT 6A, PERFORMED FOR: DAVE HARR DATE PERFORMED: 11/9/00 D- _.. ALASKA WATER & W. SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION`. WOODBOURNE TRAILS S/D• LOT 6A *^• PERFORMED FOR: DAVE HARR DATE PERFORMED: 11/9/00 DO p °(feeTEST HOLE #4 Appal 17 (PAGE 2 OF 2) 2-1 , 3 4 7 a7— a 6 0 O 9- 0 0 0 10 = 11 � 0 12— z 0 13 14—vN U 15 0 16 w T 17 18 SOIL CLASSIFICATIONS DATE o Foo :S�ppp .: ...... ..... e A. Garness: —7953 GW GP GMCL SWMH GCMOH SPCH SM Sc CLOCK TIME ORG ML OL WATER LEVEL READING GARAGE 11/16/00 — PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING —� "m • a LOWER BENCH PERC. II II \ —7— ; DATE o Foo :S�ppp .: ...... ..... e A. Garness: —7953 DATE PROPOSED CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING GARAGE 11/16/00 — PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING —� U---�------- i x:;. LOWER BENCH PERC. II II \ —7— ; TH#3 PERFORMED BY ALASKA WATER & WASTEWATER. 1 — 6'• — Z 2 12:50 30 5 1/2- 1/2' II it THµ2+� I 3 12:50 — g" _ +TH#i 4 TH4 30 5 5/8" __.----..._--� — — ---------/---------I 1:20 SITE PLAN i 6" I" = 100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 11/16/00 — PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING COMMENTS: PERCOLATION DATA ON THIS PAGE FOR LOWER BENCH PERC. HOLE ONLY. PERFORMED BY ALASKA WATER & WASTEWATER. 1 12:20 — 6'• — Z 2 12:50 30 5 1/2- 1/2' 3 12:50 — g" _ 4 1:20 30 5 5/8" 3/8" 5 1:20 — 6" — 6 1:50 30 5 5/8" 3/8" 19� I PERCOLATION RATE 80 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 20 JI --II TEST RUN BETWEEN 6.5 FT. AND 7.0 FT. COMMENTS: PERCOLATION DATA ON THIS PAGE FOR LOWER BENCH PERC. HOLE ONLY. PERFORMED BY ALASKA WATER & WASTEWATER. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFpRmqb IN ACCORDANCE WITH ALL STATE AND MUNICIPAL bt7 GUIDELINES IN EFFECT ON DATE: id Z RAILS ND S D T 2, LOCK 6, TRAI E D S OT B OCK , END D OT BLOC 61 TRA E D S/ LOT 8, B OCK LL T LS ED D LOT 7, B CK T LS NO LO 4, LOCK LO q W � r n W Q v U' C' D ODBO RNE RAILS S/D LO 5A,BL CK 2, rH \ v QNr #1 U CANT WO DBOURN TRAILS S/ LOT 10A, OCK 2, DAT 1/22/ 000 DRAWN 8Y: D.W. SCALE: 01 D R RO UIT 2 • GE, AK 995 • PH (907)33 179 • FAX ( 7)338-3246 t " - DO, PR ED FOR NONE BER: A A R (907 46-3 PAG NUM R: p l LEGAL D CR TI N: W OD URN I B TY E OF RK: 0PO AP IC L D A ente'By: Alaska Water and Wastewater Con; 907 338 3246; Nov -27-00 9:35; PROP RTY OWNER MAINTENANCE AGREEMENT O -SITE WASTEWATER DISPOSAL SYSTEM Page 3 RECEIVED t�lov 29 2000 M;,, ::,:! �y it Anchorage Dept. t.a41 &Human Services_ This agreement, dated 2000. is made between the Municipality of Anchorage Department o H th and Human Services (DHHS) and the property owner(s) of Lo W©o rn r ; This agreement is made f r the purpose of maintaining an on-site wastewater disposal system on the subject property. The property owner(s) agkee to the following: The property owner(s) w I have an annual inspection of the system performed by a registered professional engineer, is inspection shall verify that all effluent and air pumps, titters, and alarms are functioning as esigned. Any deficiencies stall be corrected and the engineer's statement that the system s functioning as designed shall be filed annually with the DHHS. Name Property Owner Name (Notarize Here) State of _4t -A-3 1&f+ Judicial District SS. OFFICIAL SEAL On Ibis Zi; day of A)QVc'r4 fi irk in the MARK A LAYMAN Year UZ�l1L _, before me, the undersigned notary NOTARY PUBLIC - STATE OF: ALAS public, personally appeared: MY COMMISSION EXPIRES„ b4 // known to the to be DECEMBER 6, 2003 the person(s) whose natne(s)is/am subscribed to the within instrument and acknowledged that he/she/they executed the same for the purposes therein contained. In witness whe oi, I hereunto7=, and official seal. / . (/( � Notary blit (signs re) Atu A.�lwt� (Notary's printed name) My conunisston expires: �x� (Q14 � MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES On -Site Services Transmittal Sheet til- �l 'A uLl TO. rf}rMF_ S r#L(PFF LEGAL: 1cT 6 BLk (, 7--f/9/15 Eavp 5400, The attached paperwork has been reviewed and is being returned for the following reason(s): Discrepancy in legal description and/or owner name. Discrepancy in number of bedrooms. Signature and/or stamp missing on Show measured distances to sewers/wells, curtain drains and streams within 200 feet of proposed system. Replacement disposal site not shown and/or tested. Calculation error in design. Show locations of all soils, percolation or water table tests. Proposed system too deep for soil test submitted. Topographic information missing or inadequate. Narrative missing or inadequate. Additional soil/perc test needed. Sand filter requirements not satisfied. Water monitoring results missing or inadequate because Incomplete; miss Well log required. Water sample unacceptable because Other / S17-Eyltw O^ 9-3-%7 REVEALED wNTER 1VVEL3r M/ vE RISEMTGo 3 fool $flc„ 6Rb4.V0 r-RFArf. EX/ST/NiS DEP BAlAL ARE#f !}RE covEjurn 4�i7-H of THE wrtSTEw47'EIQ SYsrEhA qr DES/6NEd MkJT STOy, Please supply the necessary information and re -submit your request. Your cooperation is appreciated. Reviewer AIA/ Date 9-f -%7 LEAVE THIS FORM ATTACHED TO PAPERWORK /203 -rev. 4/93 Municipality of Anchorage OS= 03163 •EPARTMENT D OF HEALTH AND HUMAN SERVICES Environmental Services Division 40 �w Telephone: 343-4744 ON-SITE SERVICES FEE DOCUMENTATION Date Paid: `9, Permit Number: of Payer: (Name on Check) CXn 4 QCS #: 4 5-qU Mail' 1g Address: (Off of check) ro Go, X06 S �L ^ 1�\( Check #: end Mailing Address pd) Legal Description(s): / iv c A � l� G W(_(L U Type of Payment: (Indicate Amount Paid) tealth Authority: Excavator Permit: ewer & Well Permit: Engineer Permit: Well Permit: Pumper Permit: _ Sewer Permit: d b� Well Driller Permit: Copy Request: 72-034 (Rev. 10/87) Tank Manufacturer: (Waste Treatment) DISTRIBUTION: WAIVERS: Lot Line: Well to Tank: Well to Field Field to Surface Water Tank to Surface Water WHITE—MASTER FILE CANARY—PROGRAM FILE MUNICIPALITY OF ANCHORAGE Department of Health & Human Services 1 On -Site Sewer/Well Permit Application o 1 5-- NOTE: Application must be filled out completely SINGLE FAMILY DWELLING Parcel Identification Num r Property Owner Name pp I u r P u Jc1lh 'f,5�d (K� Day Phone 2ci ?Z { I Mailing Address pd) , n�� U7 �2 /q1 Z / iv c A � l� Zip Code � l S 2 2 Legal Description / bra tI/ S EJ Lot Block S.Ittit elon Lot Size ,�1Wq (/ Acres/Sq. Township Ft. Inspections will be conducted by: � Range R E,C E I V RECEIVED D Number of Bedrooms ? J En X A roved E ' E F ng rm Laac,L0-F LC, CCA Municipality (permit fee included) AUG 27 1997 Does your house contain any of the following: Hot Tub, Swimming Pool, Therapy Pool, Jac yunicipality of Anchorage de or Water Softener Unit_ If yes, which ones pt. Health & Human Services This application is for: curtly,"'Sewer and Well Sewer Upgrade _ I certify that the above information is correct. I further certify that this and in accordance with applicable Municipal Codes. ,. Fees:_ �,,`� C7.(yJ Receipt Well Only Water Storage an is being made for a Single Family Dwelling Permit # Municipality ®f Anchorage Department of Health and Human Services AMayoor rom,825 "L' Street RickMyP.O, Box 196650 Anchorage, Alaska 99519-6650 343-4744 August 27, 1997 Cordean Talcott HC 3 Box 8514 Palmer, Alaska 99645 9407 Subject: Lot 6 Block 6 Trails End Subdivision Permit #SW960268, PID #015-192-40 The subject permit, issued August 27, 1996 by this office for a single family well and/or on-site wastewater system, has expired as of August 27, 1997. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as -built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sinc rely, i J es Cross, P. E. Program Manager On-site Services enc: Copy of Permit cc: Theta Environmental Engineering MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW960266 DESIGN ENGINEER:THETA ENVIRONMENTAL ENGINEERING OWNER NAME:TALCOTT CORDEAN OWNER ADDRESS:P.O. BOX 221952 ANCHORAGE, ALASKA 99516 PARCEL ID:01519240 LEGAL DESCRIPTION: TRAILS END BLK 6 LT 6 LOT SIZE: 22777 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 1 DATE ISSUED: 8/27/96 EXPIRATION DATE: 8/27/97 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 DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. ESPECIAL PROVISIONS: THE MAXIMUM DEPTH OF THE PROP ED BED SYSTEM SHALL BE 2.5 FT FROM THE ORIGIN'hL GROUND A AT ANY POINT IN THE FIELD. �4 i RECEIVED BY: f/V�[-t__ %/�. DATE: V ISSUED BY: /- - DATE: 0 7- �_ OE2 THETA ENVIRONMENTAL ENGINEERING 905 Jayme Court Anchorage, Alaska 99518-2444 (907) 344-1928 Fax: (907) 349-2363 LOT 6, BLOCK 6, TRAILS END SUBDIVISION SITE NARRATIVE Lot 6, Block 6, Trails End Subdivision is bounded by a vacant Lot 7, Block 6 to the North, Stroganoff St and Chugach State Part to the East, an un -constructed Klatt Road and thence, vacant Lot 10, Woodbourn Subdivision to the East, and Lot 4 & 5, Block 6, Trails End Subdivision to the East. The homes on lots 4, 5, and 8 have water and wastewater systems which are recorded with the Municipality. The owner, Mr. James Talcott, proposes the construction of a 3 bedroom home in the extreme SW portion of the lot. This area is steeply sloped to the south, and Mr. Talcott proposes to fill this area and then build the home. The area does not appear to be wetlands. The lot is fairly flat from north to the south with an increase of slope in the extreme SW corner of the lot along Stroganof St. It slopes from the east to the west over the rest of the lot. The slope is about 0-1 % increasing to about 5% in the middle of the lot and then increasing to near 10% at the bottom. The slope in the area of the proposed waste water system is 5%. The layers in the test hole is fairly consistent and flat with no slope. Based upon my professional opinion and observations, a bed system, installed in the location proposed will operate correctly and not impact the surface water below the system. WELLS No impact to the private water systems serving the adjacent lots is anticipated from this system. WASTEWATER SYSTEMS No impact to wastewater systems on adjacent lots is anticipated from this system RESERVED SPACE. Sufficient room to the east of the proposed system exists to place a replacement system. A soils test provided by Bruce Corbin, in 1986, indicates suitable waste water absorption soils exist in this area. A copy of the soils test is provided and labeled as Test Hole # 1. DRAINAGE No impact on the drainage of the lot is anticipated from the proposed wastewater system. The system will receive topsoil and seeding to prevent erosion. It is strongly recommended that the contour above the system be graded in such a manner that the upper OE2, Lot 6, Block 6, Trails End Page 1 of 2 Pages portion of the lot to the east does not drain over the proposed system location. WASTEWATER SYSTEM DESIGN Percolation Rate: Test Hole #2 = 21.0 min/in. Per Table 1, A 90-48(S-1) Page 16, Loading Rate = 0.4 g.p.d./sq ft = 375 sq ft/bedroom. Suggested System = Bed Drain field. 3 bedrooms x 375 sq ft/bedroom = 1125 sq ft. System to be installed in the strata which was percolated. Bottom of the system will be 6 inches into the strata which will be over 6 feet from the bottom of the hole. Depth of gravel = 6 inches, bed width = 15 feet, bed length = 1125 sq ft/ 15 ft = 75 feet. 15ftx75ft=1,125 sq ft The system is proposed to consist of two 15 feet wide beds, connected in parallel 42 feet long. 15 ft x (2)(42) ft = 1,260 ft. Suggest great care be taken during installation to ensure the bottom of the bed is not smeared. The soil is quite silty and smearing could contribute significantly to premature failure. The Bed Drain field should be constructed to the Municipality of Anchorage Typical Bed Drain field Requirements and Specifications (AMC 15.65). Attachments: 1. Plan View, Entire Lot. 2. Plan View, System. 3. Plan View, Adjacent Lots. 4. Soils Logs TH # 1. 5. Soils Log and Perc Data, TH # 2. 6. Cross-section, Bed and Plan View, Dual Clean-out Detail. 7. Typical Clean out/Monitor Tube Horizontal Detail. 8. Typical Dual Clean-out Horizontal Detail. Qf T- V-_� , • Yl .RONALD E. GCDDEfd♦'�• CE 8569 `:'i OE', Lot 6, Block 6, Trails End Page 2 of 2 Pages THETA ENVIRONMENTAL ENGINEERING OE ,905 Jayme Court Anchorage, Alaska 99518-2444 (907) 344-1928 Fax: (907) 349-2363 JOB LT(, SHEET NO, OF CALCULATED BY ''( DATE �' / V r CHECKED BY (` ! r' L n ` Ll DATE- SCALE /; 30 THETA ENVIRONMENTAL ENGINEERING OE .905 Jayme Court Anchorage, Alaska 99518-2444 (907) 344-1928 Fax: (907) 349-2363 JOBr 115 C.Np SHEET NO. OF CALCULATED BY ��-' =�`� DATE CHECKED BY DATE SME- rnoucr zw.i Oma. uax xm mai. rnaNc*=w.i Dia. U., u ow IIltIA tNVIKUNIVICNIAL- CIVJI1VCCR11Yu eE2 905 Jayme Court Anchorage, Alaska 99518-2444 (907) 344-1928 Fax: (907) 349-2363 Jos Tu fa ILS ',V L <i;DL''i-f�if:/�� B SHEET NO. OF CALCULATED BY R• / VOODEN DATE (0 R. GOODEN CHECKED BY DATE Nr= I®Ppl MS9 4, 4N Ya IIIA. 4jIt1A tryyIKVIV1Yi C1Y 1 HL GIY�711YGGRIIYV eE2 905 Jayrne Court Anchorage, Alaska 99518-2444 (907) 344-1928 Fax- f907) 349-2363 JOB LT(nPikAi SU ��bf V ISinN SHEET NO. 1� OF 9 CALCULATED BY p` r n D fir -^I DATE 4 G, CHECKED BY r'hDD� fy DATE IIg4O3111 x'[98 4, 4Mw Ila IIIiI. TEiETA ENVIRONMENTAL ENGINEERING GEz '905 Jayme Court Anchorage, Alaska 99518-2444 (907) 344-1928 Fax: (907) 349-2363 doe 1-7(5K(„-7PA11S I ---N Dp, SHEET OF y' CALCULATED DY 'F (7- h r) DG i�l - DATE 9 4 l C14 6 I CHECKED BY F""• r hp[2G11 DATE w i' 11®IIR.PH N£H3 K..4 Y 1141l. •."(ENGINEE 'S SEAL)9 ,y r Municipality of Anchorage r, .I(1"( DEPARTMENT OF HEALTH &HUMAN SERVICES 6 �lL�•.`/. -- -•• ,_,A 825 "L" Street, Anchorage, Alaska 99502-0650 J ce J. Ccrvnn . c / Jo. CE ... 3 'N SOILS LOG - PERCOLATION TEST PERFORMED FOR: (}L_r_✓AC EE Soli—.I IIJ DATE PERFORMED: LEGAL DESCRIPTION Township, Range, Section: SLOPE SITE PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 0L COMMENTS bM OO WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water Aher Monitorings Date: H Rezdmg Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN (minutes/inch) PERC HOLE DIAMETER FT AND FT Is- PERFORMED S PERFORMED BY: — F�PLk �/ �— I ERTIFY THAT THIS EST WAS PERFORMED IN _ I ACCORDANCE WITH ALL STATE AND MUNICIPAL GULI IDENE IN EFFEC ON THIS DATE. DATE: Jh of a Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: 17.11, MG'S —1A LC -()7 T DATI LEGAL DESCRIPTION: rAIL.S SU�Township, Range, Section: 1 1'Zlq 4 OLS 0KGAN rC5 SLOPE SITE PLAN 1 / - NIL/SMr :j IL� � r ,SILT/511-TY ShNDI pA✓;K ORAN&= u 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 M/ SILT! SANDY G,CFVEL kA, 51Lr SANDY GrAVELI TAN, 1 FEW G088LE5 �i2t �qb A 151LTYI 5A00Y C AVEI.I -FAN II -fArtI LOTS OF COBBLES OH WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? N0 S L NA D P E Depth to Water After I Monitoring? Date: (01224q 3e' Reading Date Gross Time Net Time Depth to Water Net Drop o 61V5& 0 o s ,cf 0 1 I l0 Oe55/D.Sf 015510,51 0,04 S 50 to 0.55/0,51 140 1 6, 5/0 51 r 14 5 50 to 0,557/01-111 4 69 0 10 0, 55/0,5! 0. -�j 1 20 u PERCOLATION RATE 2 f (minutes/inch) PERC HOLE DIAMETER y TEST RUN BETWEEN 3 FT AND Z'S FT COMMENTS 505 -/Fred 0 / Z� V✓111'( LnGl� h�4y✓eeo 3 0 rc 11id�. PrePre���ked N. D k rsrsN. D k rsrs PERFORMED BY:��Dpp1J I �40JviD�• GOD�c rJGODo r� CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Z141 / q L 72-008 (Rev. 4/85) DRILLING LOG Well Owner James Talcott Use of Well Domestic Location (address, legal description., etc.) Lot 6 Block 6, Trails End Subdivision Anchorage AK Size of casing 6 inches Depth of hole 225 feet Static water level 132 ft. ( below) land surface. Finish of well (check one): Open End ( X ) Screen ( ) Description: Cased to 158 feet Perforated ( ) Liner ( ) Well pumping test at 40 gallons per (minute) for 6 hours with -0- ft. of drawdown from static level. Date of completion: August 29, 1997 WELL LOG Driller: John Gnaggv Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness 0 .,to 20 Clay, brown mixed with large rock 20 ' to 40 Dry gravel with some brown clay 40 ' to 80 Brown clay 80 ' to 82 ' Water sand with small amount of water 82 ' to 112 Clay mixed with large rocks 112 ' to 117 Water sand with small amount of water 117 ' to 158 Clay and gravel mixed with larger rocks 158 to 215 Bedrock 215 ' to 225 Large break in bedrock. 40 GPM water to ' to to 4 :_. to Munini nni{ y of Anchorage i+epi. Health & Hurnan Services to to