HomeMy WebLinkAboutBIRCH HILLS TERRACE BLK 2 LT 6Birch Hills Terrace Lot 6 Block 2 #050-141-15 6/oz/Zczo Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 1 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191191 PID Number: 050-141-15 Dwelling: ❑■ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New F01 Upgrade Name Scott & Kathleen Brownlee ABSORPTION FIELD El Deep Trench Wide Trench El Bed ❑ Mound Site Address 11415 Terrace Hills Dr, Eagle River t❑ her Phone Number of Bedrooms Soil Rating depth from original grade 907-694-4390 4 GPD/SF JTotal Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot Birch Hills Terrace 2 6 Fill added above original grade Ft. Gravel length Ft. Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line Ft2 Ft. Well 100'+* TANK X Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1250 Gal. Surface Water 100'+ Material Steel*** Number of compartments 2 Lot Line 51+ NA Foundation 5,7'** LIFT STATION Manufacturer Capacity Gal. Remarks *House is served by Public Water **no in the foundation soil bearing prism, see profile 2 Alarm location Electrical installed by ***deep burial, epoxy coated PIPE MATERIAL House to tank 3034 drainfield Tank to 3034 Installer Martin Construction Drainfield CO/MT3034 Inspector Crewdson Engineering BENCH MARK (Assumed elevation)100 It Inspection9/13/2019 v 9/12/2019 Location and description Znd Bottom of siding at "BM" on the record drawing 3rd 4,„ ON -SITE WATER AND WASTEWATER SECTION APPROVAL OF A t�s�-��t Conditional Approval: Date low AY' 49 amen . Crewdson ;:,��';'o Septic System C1152i,: Approved Date 3 1�tFpPOfESS1�NP�F, _. `��\'t\�•'`�' Note: this approval does not include well permit requirements. (Rev 05/02/18) Lot 6, Block 2, Birch Hills Terrace Subdivision As Built Land Surveying Land Development Consultants Subdivision Specialists Construction Surveying AEC# 173042 S4 Group 124 E 7th Avenue Anchorage, Alaska 99501 (907) 306-8104 mail@S4AK.com 03/05/2025 WATER SERVICE PROFILE 1 NOT TO SCALE —.BENCH MARK ELEV BOTTOM OF SIDING EG 99.2' ASSUMED ELEV 100' FG 99.5' FC MH n S2 DC SEPTIC TANK AT-1250 ELEV: TOT 95.5' INLET INV 94.9' OUTLET INV 94.7' Crewdson Engineering, LLC Civil Engineering Box 671389 Chugiak AK 99567 • ce11c.1 @outic Cell/Text:907-280-9493 • Fax:907-688-2295 PROFILE 2 SCALE: 1" = 10' - HOUSE CORNER AT "A" ON THE PLAN VIEW BOTTOM OF SIDING -J\5.7'— 4+5, S2 1� MH} ° 1 \ 4.+ 3' Note: The septic tank is not perpendicular to house corner "A", and due to it's cylindrical shape is not in the foundation soil bearing prism. Birch Hills Terrace , Block 2, Lot 6 Septic System RECORD DRAWING Prepared for: 0-2025 Scott & Kathleen Brownlee Pate 1 of 1 Permit: OSP191191 Page: 1 of 1 ALL INFORMATION SHOWN ON THIS DOCUMENT IS THE PROPERTY OF CREWDSON ENGINEERING, LLC AND SHALL NOT BE USED FOR ENGINEERING OR CONSTRUCTION PURPOSES WITHOUT WRITTEN PERMISSION FROM CREWDSON ENGINEERING, LLC SWING TIES (feet) A B FC 5.8 14.9 MH 7.9 18.1 S1 14.6 22.7 DC 18.8 25.9 LEGEND BM - bench mark BR - bedroom DC - double cleanout EG - existing ground ELEV - elevation FC - foundation cleanout FG - finish grade INV - invert MH - 24" O manhole S# - septic tank cleanout SFH - single family home TOT - top of tank °FAW A�gsllir * : TFi W •. J es A. Crewdson C11527 A AIIW lil►`opROFESSIONP�� ALLC #112279 MUNICIPALITY OF ANCHORAGE On-Site Water&Wastewater Program •.`:-<«'S PO Box 196650 4700 Elmore Road Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax: (907)343-7997 s i' http://www.muni.org/onsite7 Department N�,CN OR PGF' On-Site Wastewater Disposal System Permit Permit Number: OSP191191 Effective Date: 6/3/2019 Work Type: SepticTank Upgrade Expiration Date: 6/2/2020 Tax Code Number: 05014115000 Site Legal Address: BIRCH HILLS TERRACE BLK 2 LT 6 G:0153 Site Mailing Address: 11415 TERRACE HILLS DR, Eagle River Owner: BROWNLEE SCOTT & KATHLEEN Lot Size in Sq Ft: 43996 Design Engineer: CREWDSON ENGINEERING, LLC Total Bedrooms: 4 This permit is for the construction of: ❑ Disposal Field Q Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: ����/p''7- Date: Issued By: ��i / Date: EPLAIVS MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section w,::,;�; .� w: ;��G „ ; ;,,, :,., Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-141-15 Property owner(s) Scott & Kathleen Brownlee Day phone b9'- Mailing address 11415 Terrace Hills Dr., Eagle River, AK 99577 Site address same Legal description (Sub'd., Block & Lot) Birch Hills Terrace, (311 Z L Legal description (Township, Range & Section) Lot Size 43996 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) E Septic Tank Upgrade x (w/wo ADU) ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings n Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that he above information is correct. I further certify that this is in accordance with applicable ,unicipal Codes. (S'• :ture of property owner or authorized agent) Permit/Rush Fees: ,,22.5 Waiver Fees: Date of Payment: 522179 Date of Payment: Receipt Number: COO 36 Receipt Number: Permit No. ©S 12(61 I/9/ Waiver No. G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191191, Deb Wockenfuss, 06/03/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191191, Deb Wockenfuss, 06/03/19 Municipality of Anchorage Page / of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection RePort Township: WELL: Permit Numberi .3'~, ~ ~' 0 ~ ~'~,~.. Phone:)~ '~ ~ IN°'°'e~ms:. ~D~pTrench OShallowTmnch LEGAL DESCRIPTION ~.... ~ New ~ Upgrade SEPARATION PID Number: ~ C-o - ;/~,//- ,/~- Wastewater System: :E~.New I-I Upgrade Well Surface Water Lot Line Foundation Curtain Drain ABSORPTION FIELD Bed [3 Mound [3 Other Numbe¢ of lines: / /1.5'' io,-.;-;,, TANK ~;~Septic [3 Holding [3 S.T.E.P. LI~ STATION BENCH MARK Remarks: -- ENGINEER'S SEAL DepaAment of H~~uman Seduces approval Reviewed and approved by:/ Date: ~- / -~ Permit No. · ~'~0-;5-''~- Page ~ of ~, Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Ancharage, Alaska 99519-6650 Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: LOT6, BLOCK 2, BIRCH HILLS TERRACE: PID No.: · c'O-'-¢)-lq/-/.¢" ~7/ ~0° NO wE:tL / LOT 6 c~ -........ ~ LOT PUBUC WATER S[PTIC C-A m 114.5' C-B - 181.5 ~ D-A "~ 181.4 "~ D-B - 1,39.6 DATE ELEVATIDNS (NI3T TO SCALE) MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Sire Senecas Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK {~9519-6650 (907) 343-4744 ON-SITE WASTEWA?ER DISPOSAL SYSTEM PERMIT Initial Date Issued: Sap22, 1999 Expiration Date: Sap 21, 2000 Permit Number:. SW990352 Legal Description: BIRCH HILLS TERRACE BLK 2 LT 6 Design Engineer:. 0024 Eagle River Engineering Services Owner Name: Scott Bmwnlee Owner Address: 8624 Blackberry Street Anchorage, AK 99502- Parcel ID; 050-141-15 Site Address: 011415 TERRACE HILLS DR Lot Size: 43996 SQ. FT. Total Bedrooms: 5 Permit Bedrooms: 5 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 Chaptem 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 houm pdor to each Inspection. Provide notification by calling (907) 343-4744 ( 24 houm ). ( Not required for a Water Supply Permit only ). 4. From October 15 to Apd115, a subsudace 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. Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax September 15, 1999 Jim Cross, P.E. Manager, On-Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Lot 6, Block 2, Birch tlills Terrace Subdivision Narrative & Permit Application Dear Mr. Cross: The proposed well and septic system will have very limited impact on adjacent properties for the following reasons: 1. The sm'rounding lots are large parcels, allowing sufficient room for septic sites if wells are placed in the North portion of the lots. 2. Immediate neighboring septic systems are all +30' distance. 3. Reserve space is adequate, due to absorption capacity of the gravel soil in this area and public water supply. 4. Drainage will not be affected and is not a major consideration in our design. We are placing the ~eptic system in line with the slope as this ~'the most convenient place to locate it. This should not be a problem as the system is short and there is allowed an adequate soil cover to compensate for the slight change without getting too deep with the system. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. RECEIVED 8EP 1 6 1999 /~IJNICJP~&I~Y OF ANCHORAGE EHVIROHhkhNTAL SE RV~:,~ DIVISION \ 199'~99.-028-N^R J 3.0' NO WELL ~/ SEPTIC +`30' / I / APPROX SEPTIC o 5 BEDROOM - 750 CPD LOT 6 PUBLIC WATER LOT 7 WELL +100' PROPosE~ . HOMer u LOT 5 PUBUC WATER SEPTIC +.30' TEST HOLE SOIL RATE = 1.2 GPD/SF · · -~ MONITOR TUBE ABSORPTION AREA ,- 750 -;- 1.2 = 625 SF o ' - SEWER CLEAN OUT TRENCH - 8' GRAVEL DEPTH, `39' LONG -~- - WELL NO SURFACE WATER M ~_ EASEMENT ~- PROPOSED LEACH FIELD NO KNOWN CURTAIN DRAINS ~- EXISTING LEACH FIELD W E k k / S E P T I C S I T E P k A N *~'~'~'~"~OF LEGAL: LOT 6, BLOCK 2, B RCH HILLS TERRACE OWNER: SCOTT BROWNLEE _,~x,,.~' ..'""j,'-'..~,,9,¢.~oo, CONTRACTOR: HAMANN , . , '~' ....'..',~., .--_.,,...~.,..'. JOB# 99-028 I DATE: 9/17/99 I SCALE 1 = 50 ~....~~ ~ EAGLE RIVER ENGINEER[NC SERWCES ~., '-.,ou~s^.eu~,^..'~ ~t P.O. Boz ?73294 ~ EAGLE RIVER, AK. 99577 ~'~ .~... ~. / k (90?.) 694-5195 FAX: (907) 694-329?' Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage. Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: Township. Range, Section: SLOPE SITE PLAN N 12- ~:~ ! 13-' 19 V WAS GROUND WATER ~ O ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? p - E Cross Net Depth to Reading Date Time Time Water I ~-?-~ ///o/~. 7-- ?a'~4° Net DtOD 20- COMMENTS PERCOLATION RATE TEST RUN BETWEEN . .. '~'; (m~nutes,'inch) PERC HOLE DIAMETER ~ ~'FT AND '~ FT PERFORMED BY: ~' ~"-'~ I ~ '/'~%'~'CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE; -~ '/~["'~ ~/~ 72-008 IRev. 4/85) Eagle River Engineering Services Louis Butern, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax LEGAL: SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM Birch Hills Terrace Lot 6 BIk 2 10115/99 A. GENERAL I. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet thc Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi-family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. g. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. 9. Any remaining open test hole excavations shall be filled. B. SEPTIC TANK 1. Septic tank shall be 1500 gallon MOA approved tank. C. TRENCH 1. The trench is to follow the natural land contour to maintain uniform total depth of the trench bottom. 2. Thc bottom of the trench shall be level, plus or minus 1.$% 3. Thc total depth of the trench excavation is not to exceed 13', referencing the ground surface at the uphill side and East end of thc trench, or deepest point. Thc effluent line within the trench shall bc lald level within 0.03'. The trench gravel is to be covered with typar fabric material ........ ,,~. ,~,.~ Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the leachfield. Mound if necessary 7. The area over tbe trench is to be finish graded to prevent ponding of surface water runoff. 8. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH -- 13' GRAVEL DEPTH = 8' under pipe, 2~ over pipe TRENCH LENGTH = 39' TRENCH WIDTH -- bucket width SOIL RATING -- 1.2 GPD/ft2 BEDROOM CAPACITY = 5 SEPTIC TANK -- 1500 gallons Twenty.four (24) hours notice required for all inspections. \1999\99-02g-spec