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Home My WebLink AboutSLEEPY HOLLOW #1 BLK 2 LT 8I epy Hollow Block 2 Lot' 8 #051-501-09 Municipality of Anchorage ~;;~'~' Development Sen/lees Department.~· *'. Building Safety Division On-Site Water and Wastewater Program, 4700 S. Bragaw SL-- P,O, Box 196650 A~chcrage, AK 99519-6650 Page of w~w,ci,anchorage,ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number:. SW000382 PID Number:. 051-501-09 Name: Jay Sacks Wastewater System: [] New [] Upgrade 18929 1st street Eaale River. AK, 99577 ABSORPTION FIELD 696.8943 3 aDed~?r~nch r'lSha~owTre~x~ DBod I'lMoued LEGAL DESCRIPTION 1.2 ~ 10.87 2 8 Sleepy Hollow #1 4.95 Ir~. 5,90 Irt 1 +1- Ir,. 34 Well: []New [] Upgrade c.~,,,~:2 Ir,. '~'~1 Public ~,. Irt408 F~ D3034 & F810 ~t L & N Ventures 614/2001 IrA ~t TANK SEPARATION DISTANCES [] septic [] Holding [] S.T.E.P. [] Other. ~ Septic /~bsoq:)tion Lift Holding ~ublk;/Pti~ate M~lac~; Tank Field Station Tank Sewer L~e Anchorage Tank 1000 wa 200'+ 200'+ NA NA 25'* Steel 2 c,,~ch~s'~'w" 100'+ 100'+ NA NA ~ LIFTSTATIO.~...~~i ~, 5'+ 10'+ NA NA ~*~ NA '50'+ NA NA ~ *none known BENCH MARK Garage slab 100 Irt. £ngineer'a Stamp ,, ~... ~ Inspections performed by: KND En.qlneerinq Dates: 1" 614/2001 JPJ'* [~9~..~'~ '~" " ~e */'~...,.~....~d,~o 2'~ 615/2001 ~ Development Services Department Approval =~,d 0'//0¥/0~ Reviewed and approved by://J.~,,..3/ ~..~::)~ Date: ?-/~r, O ~ RECEIVED sE? I 1 ~ool AS-BUILT SYSTEM DETAILS/SITE PLAN Per.it s~/00038e SLEEPY HDLLFI~/ S/D ~1, BLK 2, LOT 8 PID#051-501-09 ---,, / SEPTIC } A-D=SI.~' ~ A-E:84.5' . i A-F:82.0' r ~ ~ ORIGINAL GRADE C-O:ll3.0' = ~ M~O00 GAL C-H:124.3, SE~ER ROCK ~-H:Ta.a' ~ ~ m ~ ~ [AGC[ RIVER. AK. 99577 ~ LANUARK ~ ~O ENGINEERING ~': ~ANUA~K ~ 9/~/01 EAG~ RIVER, AK 99577-8736 ~~ ~ ~ ~ 2635 ""'""'""'""'"'"'"'"'"'"'"'"'"'"'"'"'"'""'"" ............................ Municipality ,of And orage Bttddmg Safety Dxxuszon P.O. Box 10GCC0 · -~700 S. Bmgaw Street Anchorage, Alaska 99519-(;651) · (907) 8-'t3-8801 August 10, 2001 ~epartment o~ Public Works KND Engineering 20441 Ptarmigan Blvd. Eagle River AK 99577 Subject: On-Site Water and/or Wastewater Permit. Permit Number: SW000382 Legal Description: Sleepy Hollow #1 Block 2 Lot 8 Dear KND Engineering: An On-Site Water/Wastewater Permit, number SW000382, issued by this office for a single-family system, will expire on September 18, 2001. 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 ofthe 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 ~igned 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 new permit may be issued.pee of charge for a second year if the application for the renewal is received on or before the date of expiration ofthe original permit. 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~ , On-Site Water and Wastewater Program enc: Copy ofpermit 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: Sep 18, 2000 Expiration Date: Sep 18. 2001 Permit Number: SW000382 Legal Description: SLEEPY HOLLOW #1 BLK 2 LT 8 Design Engineer: 0070 KND Engineering Owner Name: KND Engineering Owner Address: 20441 Ptarmigan Blvd. Eagle River. AK 99577- Parcel ID: 051-501-09 Site Address: Lot Size: 142842 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 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. Ail 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: Date: ..~ ""'/~ issued By: ~ Date: - ' I~'xxx~ D ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111/FAX (907)6968111 September 7, 2000 Municipality of Anchorage Dept. of Health & Human Services On-Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 Subject: New sewer permit - Sleepy Hollow S/D #1, Block 2, Lot 8 Gentlemen: The owner has requested we proceed forward to obtain a septic permit on the subject lot. On May 25, 2000 we dug one testhole for the proposed system. The result of the test is attached. The general slope of this lot is from northeast to southwest at a grade of approximately 5 - 10% for the majority of the property, with varying slopes elsewhere. We have designed our system utilizing the testhole we excavated for the 3-bedroom house, which is proposed for this lot. The lot will be served by a community well. We propose to install a 2' wide deep trench. Water was not encountered during the excavation or monitoring. 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 696-6111/FAX 696-8111. Respectfully submitted, II(Ii 11~ Engineering Kenneth M. Duffus, P.E. attachments: On-Site Well and Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/Percolation Test V/ELL & V/ASTEV/ATER DISPBSAL SYSTEM DETAILS/SITE PLAh SLEEPY HBLLBV/ S/D #1, BLK 2, LBT 8 D VACANT 8 10 2 VACANT 9 DESIGN DETAILS 14 :3 DORM X 1SO GPO = 450 GPO 450 GPD/I.2 GPO PER SQ. IrT. (1.98 MIN/IN.)= 375 SQ. IrT 37S/(6'¢D) X E'(~/)) (6.0' GRAVEL) = ::3L~'5 FT, TRENCH Totc~t depth of' system Is lO.O' f'ron orlglnc~[ ore, de. Toter depth o? or,vel beiGe distribution pipe Is 6.0' . Use 1%tenth 2' (V) x G' (D) x 32' (L) NDTESI 1. USE 1000 GALLON SEPTIC TANK. INSULATE TANK IF (4' COVER. 2. INSULATE TRENCHES ~/ITH E' HD I~URIAL FOAM.. 4 CONTRACTOR VILL ENSURE MAXIMUM 27. SLOPE INTO SEPTIC TANK. i ADDITIONAL FILL ~/ILL DE ADDED OVER SYSTEM TD ACHIEVE MIN. 3' COVER IF REQUIRED. PREPARED FOR, JAY SACKS 18929 1ST. STREET EAGLE RIVER, AK. 99577 RELDBOOKS ~ ~'SEWARD I~.*.~ V~O ~ S~ARD ~ KMD ~ SEWARD DA~ 8/29/00 ~ NWi160 ~O0024.DWG ~ 00024 Sccde, I'= 100' PAGE 1 DF 2 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 ~,/ASTE~/ATER I)ISPrlSAL SYSTEM I)ETAILS SLEEPY HrlLLI]~/ S/l) #I, BLK 2, LnT 8 K D TH ~0~ PRUPUSE9 SYSTEM RESERVE n 1000 GAL, S.T. PREPARED FOR~ JAY SACKS 18929 IST. STREET EAGLE RIVER, AK, FIELD BOOKS ccupu,~o: se,~e,~.., SEWARD oe*~ee 9t30 ~o: SEWARD ~ KUD ~ ~WARD ~ 8/~9/00 ~ ~ ~ N~160 ~ ~ O0024.DWG ~ ~ 00024 Scare, 1'= ~0' ENGINEERING I~0441 PTARMIGAN BLVD. EAGLE RIVER, ~ 99577-8736 (gO?)Sgs-e I 1 I/FAX (907)696-811 ! PAGE 2 OF 2 qDEN E Ne 20,t41 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 Performed fort lay Sacks SOILS PERCOLATION TEST Date Performed: Project: Sleepy Hollow #1 B2, L8 TEST HOLE # 00-01 11 14 Depth (Feet) ORG - black rootmat SM-W/SAND - redish brown GP/SP- layer grey med. density B.O.H. SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Ground water encountered? NO Depth to water after monitoring? NONE What depth? NA Date? 6/2/00 Reading Date Gross Net Depth to Net Time Time Water Drop 1 5125/00 1:00 9" 2 1:10 10 rain 3 1/16" 5 15/16" 3 * 1:11 9" 4 1'.21 10 rain 3 7/16' 5 3/16" 5 * 1:22 9,, _ 6 1'.32 10 min 3 7/16" S 9/16" 7 * 1.23 9# 8 1:43 10 min 3 15/16" 5 1/16" 9 1:44 9" 10 1'.54 10min 3 15/16" 51/16" 11 1'.55 9" 12 2:05 10 rain 3 15/16' 5 1/16" · Water Added 19- 20- HOLE PRESOAKED PRIOR TO TEST JPercolation Rate 1.98 (rain/in) Perc Hole Diameter . Test Run Between 4 feet and ~ feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on fffls date.