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HomeMy WebLinkAboutSTUCKAGAIN HEIGHTS ADD 3 BLK 3 LT 5BOnsite File 15tu C.4 kau in mei,,htII_ f ;j1 off lyjz��� MOA h,as confirmed that the on-site systems have not Municipality of Anchorage 6X, IX). 14rc 11XV50) •.Un$nngc,.11a.hi 99519.OVA) - 47)X) Eh oorc Rmd oniEr: (E.N)7)313-SM-Fay: 1`W)313-KNX) hlryr.//a���c.muntnr� ,Mayor Mark, Begich Development Seniccs Departruent 30 Jun 08 Kevin Dolata 204 Willette Court Suficle, VA 23435 Subject: Expired On -Site Water and/or Wastewater Permit Permit Number: SW070176 Legal Description: Stuckagain heights BLock 3 Lot 5 Dear Kevin Dolata: n�ent r Department An On -Site Water/Wastewater Permit, number SW070176 issued by this office for a single-family system, will expire on 24 Jul 08. 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 and a pump install 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, Q f 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 Permit Number: SW070176 Date Issued: Jul 25, 2007 Expiration Date: Jul 24, 2008 Parcel ID: 041-021-18 Legal Description: STUCKAGAIN HEIGHTS BLOCK 3 LOT 5 Design Engineer: 0070 ARC TERRA ENGINEERING & SU Site Address: 9760 BASHER DRIVE Owner Name: KEVIN DOLATA Lot Size: 87120 SO. FT. Owner Address: 204 WILLETTE CT Total Bedrooms: 4 Permit Bedrooms: 4 SUFICLE . VA 23435 - This permit is for the construction of: Q 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 y Issued By \_ N_ Date:? AM Dater S'� \ Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program ` 4700 Bragaw Street ' °' 9 ' 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 Parcel I.D. dol-Wl- IR Property owner(s) Kevin Dolata Day phone Mailing address 204 Willette Ct., Suficle, VA Zip Code 23435 Site address gluo �BQSher `naye Zip Code Legal description (Sub'd., Block & Lot) Stuckagain Hts. Block 3 Lot 5 Legal description (Township, Range & Section) Lot Size 87120 Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR (® all that apply): THIS APPLICATION IS AN: Absorption Field ® Initial Q Septic Tank ® Upgrade ❑ Holding Tank ❑ Renewal ❑ Privy ❑ Private Well Water Storage ❑ 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. _ArcTerra Engineering & Surveyi nc (Signature of property owner or authorized agent) Permit/Rush Fees: $635.00 / Date of Payment: Waiver Fees: Date of Payment: Receipt Number: ��Dt7� Receipt Number: (Rev. 11105) lii.']��II�11 ARCTERRAENGINEERING AND SURVEYING, INC July 24, 2007 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Well & Septic Permits — Stuckagain Heights, Lot 5, Block 3 Joe: Per your comment sheet, the seeps noted on the test hole logs are presumed to be from the deep frost we experienced this past winter. During the water monitoring period no ground water was encountered which supports our assumption of deep frost. Based on information taken during the high ground water period I feel the design is appropriate for the existing conditions. If you have any questions, please contact me at 868-3792/FAX 868-3793. Respectfully submitted, ArcTerra Engineering & Surveying, Inc. Attachments: On -Site Sewer/ Well Submittal Comment Sheet 20441 PTARMIGAN BLVD • EAGLE RIVER, AK 99577.8736 • PH (907) 868-3791 • FAX (907) 868-3793 WNW 'i ARCTERRA MIlii.]��II�1 � 1F542�FI SURVEYING, INC ILUMPIVIMME, +.m s •' , »,4"' June 7, 2007 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Well & Septic Permits — Stuckagain Heights, Lot 5, Block 3 Gentlemen: The owner has requested we proceed forward to obtain a well and septicpermit on the subject lot. On May 11, 2007 two testholes were performed for the proposed system. The soils perked at less than 1 minutes per inch in the sandy soils and at slower rates in the silty soil as shown on attached soils logs. The general slope of this lot is from cast to west at a grade of approximately 10-257o+. We have designed our system utilizing the existing testholes that were excavated for the proposed 4 -bedroom house. The lot will be served by an individual well, located on the northeastern portion of the lot. We propose to install two 5' wide shallow trenches. Seasonal seeps were encountered in one testhole, but no groundwater was encountered during monitoring one week later. There are no public or private wells within 200' of our proposed system location except as noted. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 868-3792/FAX 868-3793. Respectfully submitted, ArcTerra Engineering & Surveying, Inc. Attachments: On -Site Well and Sewer Application Wastewater Absorption System Details/Site Plan Soils Logs/ Percolation Tests Owner/ Contractor Specs 20441 PTARMIGAN BLVD • EAGLE RIVER, AK 99577-8736 • PII (907) 868-3791 • FAX (907) 868-3793 WELL & WASTEWATER DISPOSAL SYSTEM DETAILS/SITE PLA STUCKAGAIN HEIGHTS, LOT 5, BLOCK 3 P.I.D. 041-021-18 PerMit NO PUBLIC WELLS WITHIN 2W Or PREPOSCD SYSTEM NO PRIVATE WELLS WITHIN 200• Q PREPOSCD SYSTEM EXCEPT AS NOTC0. NO SEPTIC SYSTEMS WITHIN 2W OF PROPOSED WELL EXCEPT AS NOTED. OF AZ fr9 �1 'Ea I t0 : p / _. �P .4 ,r Wf��O 00. l Ch VACANT 4/ o FLAG ALL WELL RADII & LOT LINES PRIOR TO CONSTRUCTION DESIGN DETAILS Scale: 1'= 100' 4 BDRM X 150 GPD = 600 GPD 600 GPD/1.2 PD PER SQ. FT. (7.887 MIN/IN.) = 500 SO. FT (500 / 5' (W)) x .7 (RF) (2.0' GRAVEL) = 70 FT. TRENCH USE 2 TRENCH - 35' (L) X 5' (W) X 2.0' (D) Total depth OF system is 5.0' From original grade. Total depth of gravel below distribution pipe is 5.0' . NOTES: 1. INSTALL 1250 GALLON SEPTIC TANK L INSULATE IF ( 4' COVER 2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM. 3. CONTRACTOR WILL ENSURE MINIMUM 2% SLOPE INTO SEPTIC TANK. 4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE MIN. 3' COVER IF REQUIRED. 5. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT WELLS, SEPTICS, LOT LINES, FOUNDATIONS AND ALL OTHER SETBACKS. PAGE 1 OF 2 PREPARED FOR: LEE'S CUSTOM DESIGN 11517 OLD GLENN HWY EAGLE RIVER, AK 99577 (907)694-8565 KENNETH DVFFU�J.' F FIELD BOOKS COMPUTED: CE 7118 ��� / DBlII10ARY:JLS AR ORA"': KM 7/9v 2 SIAK040 NA "CKCD KMD 7 ow ASDUIT: NA DATE: 7/8/07 bFESSION Owl r E- mo: 2043 ACRO ME: 07030.DWG '°D N': 07030 S:\wal 4 SEPTIC - 11 M by LWM\SIrk� MwpAu\Dba ]\EW 5\07070.O.D l/if'3��11�11 �ar•Xa�Av 4p '* 9g51141tx' WASTEWATER DISP❑SAL SYSTEM DETAILS STUCKAGAIN HEIGHTS, LOT 5, BLOCK 3 P.I.D. 041-021-18 .., 111 11 . 1 1 Per.mit - ----- SWING-TIE CHART A -C=15.16 B -C=61.99 A -D=47.42 B -D=81.08 A -E=40.86 B -E=67.50 ka� \1/ )(jI oo. OF. AZ Id *�� 4- ri ,+ 6 6 NIFES81 GAL ST ASORM SFR PIPE AT RADE ALL � 'oo. \ /S9, RgOi N�F�( Gy. / PROPOSED D/W MAX PREPARED FOR: LEE'S CUSTOM DESIGN 11517 OLD GLENN HWY EAGLE RIVER. AK 99577 (907)694-8565 FlELD BDOKS ea mr.. JLS/A{ STu Q' NA ASWAt NA D.c nr: Am "E 07030. S:N.Eu • SEVDC - r, ur wonSt-k" ., wgm.\ft c Jua S\07=0" COwTED DRAM KMD aEam KMD DATE: 7/8 /0 C". 2043 'DD ` 07030 'Wx2'D 'TRENCHES AWAY -FM \\ 4 J f R � `Y IINE /� �Q) AP) C Scale: 1'= 30' PAGE 2 OF 2 '1. AR( -TERRA ERING AND SURVEYING, SOILS PERCOLATION TEST f,.OF.44gs�aJ '• 9 /9G Performed for: Kevin Dolata Date Performed: 05/11/2007 Project: Stuckagain Heights 113.1,5 TEST HOLE i T1107-2 Depth (Fca1) SEE ATTACHED SITE PLAN Org/SA1 FOR HOLE LOCATION Was Groundwater encountered? YES What depth? 7.0 (seasonal seeps) Depth to water after monitoring? NO Date? 5/18107 SA1•A1L 2-3' SP/gp 1.2 gpd/sf seeps SAI - w/ GP/SP layers increasing w/ depth HOLE PRESOAKED 20- PRIORTOTEST Reading Date Gross Time Net Time Depth to Water Net Dro 1 5/2/07 1:00 6" 2 1:30 30 min 39/16" 27/16" 3 * 1:31 6• 4 2:01 30 min 311/16' 25/16- 5 * 2:02 G. 6 232 30 min 3 11/16" 1 2 5/16" 7 8 9 10 1 12 * Water Added Percolation Rate 13 (min/in) Perc Hole Diameter 6• Test Run Betwcen 7 feet and _ 8 feet I, Kenneth M. Duffus, certify that this test Was performed in accordance with all State and Municipal guidelines in effect on this date. ARCIERRA EKING AND SURVEYING, SOILS PERCOLATION TI Performed for: Kevin Dolata Date Performed: 05/11/2007 Project: Stuckagain Heights 113- L5 TEST HOLE r T1107-1 Depth (Feet) SEE ATTACHED SITE PLAN Org/S,%I —brown, sandy gravelly silt w/organics, moist SP/gp damp gravelly sand 1.2 gpd/sr SSI w/ sw/gp lenses GW — w/ boulders to P B.O.H. 17- I8- 19- IIOLE PRESOAKED 20- PRIOR TO TEST FOR HOLE LOCATION Was Groundwater encountered? NO What depth? NA Depth to water after monitoring? DRY Date? 5/18/07 Reading Date Gross Time Net Time Depth to Water Net Dro 1 5/18/07 1:00 6" 2 1:30 30 min 42/16" 114/16" 3 1:30 42/16" - 4 2:00 30 min 26/16" 112/16" 5 2:00 2 6/16" 6 2:30 30 min 11/16" 1111161 7 8 9 10 I 12 • Water Added Percolation Rate IS (min/in) Perc Hole Diameter 61 Test Run Between 7 feet and _ 6 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date.