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Home My WebLink AboutHIGHLAND TERRACE #5 LT 2Highland T trace Lot 2 #050-312-30 Municipality of Anchorage ..':," Development Services Department .~]~. B uild'axj Safety Division On-Site Water and Waste, water Pm~rara. 4700 S. Eragaw St. p.O. eoxlS6650Anchorage. AK Sg51~-S6ti0 Page J of..~ www.ci, anchorage.ak, us (907) 343-?$04 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELl. INSPECTION REPORT SEPARATION DISTANCES [] septic [] Holding [] S.T,E.P. [] Other. From'~ Septic Absorption Litt Holding p¢:rcJP~ale ~ac-~. ~ Tank Field Station Tank Se...~' I.~e tr'~'¢ t/''' ',,,. Reviewed and approved by: ~~U Date: P£R~IIT NO. SW020105 PACE 2 OF' 5 Municip. (flit oF' Anchoroge DEPARTMENT OF HE~[TH SERVICES AND HUMAN ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 eAnchorage, Alasko 99519-6650® Telephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LECAL LOT 2, HIGHLAND TERRACE //5 P.I.D. NO. 050-512-30 I,OT 1 ALL PIPES LOCATED FROM AS-BUlL! SURVEY DONE WILLIAM D. FLEMING NEW 1500 GALLON SEPTIC ST1 PROPOSED sT2l 4 BEDROOM HOUSE DBLI & C02 ALT. SITE ~ THI~2 LOT h cICUTTA WA y PERMIT No. SW020105 PAGE 3 OF 3 Municip. cIityy_oF Anchorage DEPARTMENT OF HEALTHAND HUHAN SERVICES ENVIRONMENTAL SERVICES DIVISION p.n. Box 196650 oAnchor~ge, Al~sk~ 99519-66500Telephone~ 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL ~NSPECTION REPORT LEGAL LOT 2, HIGHLAND TERRACE #5 P.LD. NO. 050-312-30 ST1 FINAL GRADEj S T_~....,... 95.9' 89.0'/ NEW 1 500 GALLON SEPTIC TANK FINAL GRADE-~ MT1 = 82.0' C01=92.8' _._/C02=91.4' CO1 =87.9' C02=87.8' · NO WATER FOUND 73.5' B.O.H. A B !~'CO~': ] 33.5' 194.0' 'ST1 154.5' 192.0' iST2"-'I 6~ .0' ' 186.0' DBL1 176.0' 172.0' DBL2 178.0' 171,0' C01 175.0' 146.0' C02' 201.0'' 183.5' .MT1 . 174.0' 147.0' ALL PIPES LOCATED FROM AN AS-BUILT SURVEY DONE BY: WILLIAM D. FLEMING 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 WATER SUPPLY PERMIT Renewal Date Issued: May 10, 2002 Expiration Date: May 10, 2003 Permit Number: SW020105 Legal Description: HIGHLAND TERRACE #5 LT 2 Design Engineer: 0003 S & S Engineering Owner Name: Tom & Corinne Rollman Owner Address: 6628 Cimarron Circle Anchorage, AK 99504- Parcel ID: 050-312-30 Site Address: 019541 ClCU'FTA WAY Lot Size: 43369 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 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: IssuedB,: ~/~--~~ ~' ~ Date:.~"/'O/O'~. 907 343 8250 ~u~:lclpa]tt~ of Anchorage 6~'Hdtng Safety Olllslon ?~[05 019384 05/08/02 08:23~4 034 ~ell/Septfc Systems $150.00 Total Cue:. $150.00 Check: $150.00 Change: $0.00 Keep re:elpt for your records Parcel I.D. · nicipality of Anchorage =pment Services Department Building Safety Division -Site Water and Wastewater Program 4700 South Bragaw St. lox 196650 Anchorage, AK 99519-6650 www.ci, anchorage.ak.us (907) 343-7904 EWEPJVVELL PERMIT APPLICATION A SINGLE FAMILY DWELLING -3o Property owner(s) '~e '~' ~- Mailing address (1) ~ ~' ~ ~' Mailing address (2) Legal description (Lot, Block & Sub'd.) J-~ ~ I Legal description (Section, Township & Range) Lot Size q J ~(~ ~ Acres/Sq. Ft. P.O1 THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade., THi~ROPERIY CONTAIN~I: Hot Tub Swimming Pool Therapy Pool Permit Number YW02 ~.el[~. Day phone Zip Code Number of Bedrooms Well Only J~ Water Storage I--~ Jacuzzi Water Softening Unit I 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. (Signature of prope~[Fy owner or authorized agent) Permit Fees: Date of Payment: Receipt N~Jmber: {Rev. 12/00) Waiver Fees: Date of Payment: Receipl Number: Date: rtoDEIll'C, cOWA~I. EE. ROBERT A. S! IAFEfl. RE. CML ENCIIHEERg (907) 694-2979 FAX (907) 694-J2 J J Hunicipality of Anchorage DEPARTMENT OF NEALTI! AND NUMAN SERVICES 825 L Etreet P.O, Box 196650 Ancllorage, Alaska 99519-6650 REFERENCE Tile septic inspections for tile referenced property were performed on %0-E-~( and J0-3-0~ · Prior to submitting the On-.its Wastewater DispoSal System and~or Well Illspectlon Report we are waiting for tile M~-~,~[~zV~W to be completed. If we may be of further service, please contact ~s. Sincerely, 17034 I'iOflTII EAGLE r,'v~n LOOP & SUIIE 204 * EAGLE I'I~VEI'L ALASKA 99577 MUNICIPALITY OF ANCHORAGE Department of Health and Human Se/vices On-Site Se/vices Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WAS?EWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Renewal Date Issued: Nov 15, 2000 Expiration Date: Nov 15, 2001 Permit Number: SW000481 Legal Description: HIGHLAND TERRACE #5 LT 2 Design Engineer: 0003 S & S Engineering Owner Name: Tom & Corinne Rollman Owner Address: 6628 Cimarron Circle Anchorage, AK 99504- Parcel ID: 050-312-30 Site Address: 019541 ClCUTrAWAY Lot Size: 43369 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] SepticTank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design· 2..NI 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: MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Sen/ices Program 825 L Street, Room 502 P.O. Box 196650. Anchorage. AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Nov 01, 1999 Expiration Date: Oct 31, 2000 Permit Number: SW990405 Legal Description: HIGHLAND TERRACE #5 LT 2 Design Engineer. 0003 S & S Engineering Owner Name: Tom & Corinne Rollman Owner Address: 6628 Cimarron Circle Anchorage, AK 99504- Pamel ID: 050-312-30 Site Address: 019541 ClCUTTA WAY Lot Size: 43369 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 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 subsur[ace 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: ~~' ~ ~~~~//October 17, 1999 ROBERT C. COWAN, P.E. CIVIL ENGINEEF~ (907) 694-2979 FAX (907) 694-1211 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 1915650 Anchorage, AIC 99519 REFERENCE: Lot 2, Hiland Terrace S/D #5 SO~.TEST It is requested that you issue a permit to drill a well & install a septic system to serve the proposed four bedroom dwelling on the referenced property. A waiver of 35 feet to an existing cut bank is also requested. A test hole was excavated and a pemolation test was performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation on 10/5/99 water was not found, and after seven days of monitoring the excavation was found to be dry. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. If you require additional information, please contact us. Sincerely, Robert C. Cowan, P.E. CC/jhm Enclosure RECEIVED OCT 26 '%999 FAUt*4IC,.tPAL%T'f O~ ANCHO~JkGF- tt4Vt~Ot, U~t"TTA~ Sr,.9,V tC~ S I::)tVtSION 17034 NORTH EAGLE RIVER LOOP · SUITE 204 "EAGLE FUVER. N-ASKA 90577 DRAINFIELD 10.0' DEEP 6.0' EFFECTIVE 2.5' WIDE 42' LONG ALT. SITE 10.0' DEEP 6.0' EFFECTIVE 2.5' WIDE 6.3' LONG (2 , I I , ,::, j ~ 0 ~'~" LOT ~, IIIGIIIANI) B.J.J. R.C.C. DESIGN CRITERIA: 4 BDRM = 600 GPO SOILS = 600/1.2 CRITERIA: SEPT[~ CRITERIA: IERRACE S/D ~-18-01 ~5 1 OF 1 ONTRACTOR IS REQUIRED 10 PRtOR TO ANY EXCAVATION WORK. 1.2 GPD/SQ.FT. ~ ~ = 500 SO.FT. REO'D. ~.~ ~ 0 52' EACH) LOT 1 22' (lO' MIhI.I-- IN. GALLON H.D.P.[. PROPOSED $£PtlC TANK 4 BEDROOM DOUBLE L HOUSE MIN.' F ALT. SITE I00' WELL RADIUS ^[.x. po.,o, o~' · ,t. ,zss 'm,,,. 3~,' o~' /' LOT 3 DEVEL~P~E Legal Desc~pti0n: Municipality of Anchorage · On.ire Water and Wast~ter P~mm - ~ P O Box 19~ ~ge. ~ ~51~650 Sods Log - Poraolabon Tost ~ ~ ~ O T~ship. Depth (Feet) 1- 2-,.."..e.. 3- 0 6- '~ 10- 11- 12- 13- 14- 15- 16- 'O' 17- 18- 19- 20- WAS GROUND WATER ENCOUNTERED? /'~O $ IF YES, AT WHAT DEPTH? ~ L O Depth to Water AEer [~ ~ p Monitoring? ~ E ..,.: Ci-lq-O~ CO.MENTS -r'~/,~l Reading Date Gross 'lqme :(9 A 6'- ,0 PERCOLATION RATE '~.,~ TEST RUN BE'I~VEEN ~' FT AND C. FT Net'l~me Depth to Water Net Drop /0 /o' 4'" IO Io" 4" I0 /,~"4-" /o /o" ,~-,, I 0 /0" /o /o" PERC HOLE DIAMETER ~j ~' S & S ENGINEERING PERFORMED BY: 17034 Eagle River Leap Read No. 20~ CERTIFY THAT THIS TEST WAS PERFORMED IN AC~tb,~E~'~R~aL~B~T~ AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: rd' --~ ~/- e I ~-~ ~,: I:~ ~ J.H.[L I erin~ DESIGN CRITERIA: '~~ / SOILS = 600 GPD/SQ.~. ' x ~/ ~oo/o.~ = ~5o s~.~. ~D.~ .... 6S' LONG~ ~ Z pTJC~ '~ ALL PORTIONS OF SYSTEM SE '~ ii[TH LESS THAN 3.5' OF A .~ ". *' ~ COVER REQUIRE INSULATION.'~. INSTALl ' % - LOT 1 Fco ~-~.~ PROPOSED ~ROPOSED ~. -. 1250 GALLON BDRM "-- ,~. SEPTIC TANK PROPOSED CLEANOUT ~ ut ATH MT ~, NDEVE / L~~s'' -~--- ~---~ ~c'U~ PERFORMED FOR: Municipality o! Anchorage. DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG .-- PERCOLATION TEST 17- 18- N WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? ~eph t~ Water Alter JqoAiloring? Readin9 Date L 0 P E Gross Nat Depth to Net Time Time Water Drop ~:'*H -7 ~/~'" ~ '-,1 ~,0 I~/~'' -~" ~:¥~ '50 ~oTq" 19- 20- ' 6 " PERCOLATION RATE ']'.~.~ (minutes/tach) PERC HOLE DIAMETER TEST RUN BETWEEN ~" FT AND ~o FT COMMENTS $ & S ENGINE£RING / ~'/~/ ACCORDANCEWI~E~ALGUIDELINESIN EFFECTONTHISDATE. DAT~ JO /Iff / ~ ~ 72~ (R~. 4/~) ON.SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS ROBERT C. COWAN. P.E. C~qL ENGINEERS (907) 694-2979 FAX (907) 694-1211 REFERENCE: Lot 2, Hiland Terrace S/D #5 October 17, 1999 GENERAL: The scope of this project includes the installation of a 1250 gallon septic, tank and leachfield trench for the proposed four bedroom house located on the referenced property. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval bom the Municipal Health Department. SEPTIC TANK INSTALLATION: A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RNER. ALASKA 99517 Page 2 Lot 2, Hiland Ten'ace $/D $5 October 17, lg99 Septic tanks installed with less than 4 ft. of cover shall be insulated. A foundation eleanout shall be installed one to four feet from the building foundation. In the line between the tank and the ieachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DR) INFIELD INSTALLATION: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed-up) before gravel (sewer rock) placement. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. Page 4 Lot 2, Hlland Terrace 8/0 #5 October 17, 1999 The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. The second inspection must be conducted atter the placement ofthe silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the o~vner and the M.O.A. S & $ Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER