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HomeMy WebLinkAboutVERN HAIK LT 12Vern Hal*k Lot 12 #051-061-90 Municipality of Anchorage , �� _��.:•, Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 3 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. -5W0_70_-)-_73 PID Number: Name: �E�i �E na. t USS MA R2o ut Wastewater System: ] New ❑ Upgrade Address: AtrCN06ZN(, 100 <m, act 'Kw Ei, tc 4,15 ABSORPTION FIELD Phone: Number of Bedrooms: D Deep Trench D Shallow Trench O Bed D Mound D other: LEGAL DESCRIPTION Soil Rating: (� `+ Total Depth from original grade f. (\S_I Block: Lot: Subdivision: C� GPD/F1' t' Deplh to pipe bottom from original grade,' FI. Gravel depth beneath pipe C Township: Range: Section: Fill added above original grade: Gravel Length: A rJ FI. �{- -------- New Upgrade ' ❑❑ Gravel vddlh: Number of lines: Distance betwen elines. � � Claaalflcaltoe (Pelvo , 8, C); Total o*plh; G*aad to: • FI. FI. � Total *bampllnn pre*; Mnledel• Ft. FL /flips �7 q yi 1 f F1' /�S'C (� Q 3�� D.B. 0 Driller. D e Drilled: SIBtic Waler Level: Installer: ,to Inslallod: Yield: Pump Sal al: ca'sing'Heigli Above Ground: GPM Ft. Fl. TANK SEPARATION DISTANCES A Septic ❑ Holding ❑ S.T.E.P. ❑ Other: 7o From Septic Tank Absorption Field Lift Station Holding Tank ubfidiP ivafe Sewer Line Manufacturer: Capacity: (SCS Gal Well 0 .� l Qfl! f� Material: Number of Compartinenls Surface Waler I°� �- I o0 `I' ---, -- LIFT STATION Lot Line GJ. f {d .�••, •�. ¢e: lecturer: Gal. Foundation ;> -Pump on' level at: -Pump off level at: Nigh water alarm at: Curtain Drain n v N R� Pump Make & Model Electrical Inspections performed by: Remarks: _ ['lTl ©Juu! �9D5 3.75 i r BENCH MARK f ( m F� 5 •a 1 "To Location and Description: 7o i) _ 6!i- SU �do� a- 'g F LL6 Assumed Elevation I Ll ! ! 4eAv �UQ FI yy�� 6f/� / `� Engineer's Stamp OF S&S Engin ` `' , -� r.=Y. st Inspections performed by:16861 S. Birc Dates: 1►4 -( 7- a ,.'"y: �• 4,° Chugtak, Alaska 99567 2nd j G -t� . p �' ' '' • '"°°„�>... Developme t ervices aper ant Approval i3 •.•. 10 4 ROBERT C. COWAN Reviewed and approved by: 4 Date: 3 a5 o2t��� lacv. 12/00) � �/ '` CE'8eat�'�' See SCa4VVC t Ck 1A M C1_t S` "I `ry ••........... ” �� + N Cb rn �e rrt r e+�v r o Y� �t huh Municipality of Anchorage P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 ® (907) 343-7904 ® Fax (907) 343-7997 http://www.muni.orq/Onsite Development Services Department On -Site Water and Wastewater Program ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Bob Shafer Legal description: Vern Haik Lot 12 Permit C.O.S.A. ®inspection Report ent Department The attached paperwork has been reviewed and is being returned for the following reasons: Permit requires an additional perk test. M1160 ce;��, 2. Alternate site not shown. ou.(d Cmc { be �« � - mJ<_ 3. Test hole not shown. Lo A Total depth. — c_iVY_ww 4o D 9, . 61'7 We. reviewer: Jeff Date: 2-19-10 G= 9 S . 1__( 5 r 6�, `ice w. 2 - Please Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK FA F I E E NNNa� 0 N I k k CR O Zvy_� o 4 6 I Z��cu ¢ nN- ❑a NZmLd ai — r` a' ❑ p v a�wmo LO m N �ZLL p N o T I � f 2ZC7 a 2 I G o w K 3 N N=vcm 3 � O !� t ' t o E a � � 5 m I �• v c tj K t a c I w 76 � 0 a ❑❑ ~ m t —I TTT T / I -D ! �6p g -7r i I E E NNNa� 0 N CR O Zvy_� o Z��cu ¢ nN- ❑a NZmLd ai — r` a' ❑ p v a�wmo LO m N �ZLL p N o T p m w G y o m 2ZC7 a G o w K 3 N N=vcm 3 � O E0 o QUK HQ` 0 N a E m ¢ LLoaoi�i c� m 3 ' I 3 � i t o E � 5 m v c tj K a c w 76 � 0 a ❑❑ ~ m t TTT T a g m c a° a -! > j � O O m m t LL • ? N o a u 12 t� a E o n 3 M $ S 3 ml CN CD `I to a N w p` U w LO, N co _ _, - to � � 3 I ,.._ i I i PERMIT NO. 315.1'070278 PAGE 2 OF 3 Municipality of Anchorage DEPARTMENT OF HEAL11H AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVI'SION P.O. Box 196650 0 Anchorage, Alaska 99519-6650 ® Telephone: 343-4744 On—Site Wastewater Disposal System and/or Well Inspection Report LEGAL LOT 12, VERN HAIK Sl'-,,-) P.I.D. NO. 01151-061-90 — — — — — — — — — — — — — — — — — — — — — — OT I Lo 10' DRAINAGE EASEMENT — — — — — — — — — — — — — — — — — — — — — — — — — — — - 1. (DO' O0 Col TOE OFFILL 17' MT111 57' 0,Cp 0,A TOE OF SLOPE A Ira i 52an ' 30 NEW 1000 GALLON HDPE SEPTIC TANK LOT 3 MT2 C& C213 ALL SL' RROUNDING LOTS SERVEF" B` COMMU1,11HTY SCALE: 1 30' 'S`-M� NO WATER HE WELLS Wih 1N 2W' OFF ENGINEER STAMP P'ROPOSSIED 3,YSl-Utv! OF: .. ...... .... 00 ROBERT C. COWAN CE 8801 AV PERMIT NO. SW070278 PAGE a OF Municipality of Anchorag-- DEPARTMENT OF !_ff,'_'EAL'_'PH AND HUMY61.11'N SERVICES ENVII[RONMENTAL SERTMEE3 DIVISION P.O. Box 196650 0 Anchorage, Alaska 99519-6650 a Telephone: 343-4744 On—Site Wastewater Disposal System and/or Well Inspection Report LEGAL L,0' 12, VE"'.1``'a HAIK S ST1= q(,e5 INLET=93.5' FINAL GRA MT MT2=87.9' AL GRADE ,--ST2= c14. 2; NEW 1000 GAL, POLY. TANK P.I.D. NO. 051-061-90 INSULATION ---TOP OF TANK=94.5' '101=93.2' 1'02=93.1' NO WATER FOUND B.O.H.=79.45' OUTLET= 93.7' SCALE = NTS ROBERT C. COWAN C�10 l A Q FCO—approx 53.4 23.1 ' ST 55.8' 28.0' ST2 58.2' 31.8' TMT 59.9' 37.5' DBL1 62.1' 40.9' D B L /2 63.5' 43.3' C01 63.6' 72.8' MT 64.9' 72.0' CO2 95.1' 64.3' MT2 T794.1' 63.5' SCALE = NTS ROBERT C. COWAN C�10 l 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 Initial Permit Number: SWO70278 Legal Description: VERN HAIK LOT 12 Date Issued: Oct 08, 2007 Expiration Date: Oct 07, 2008 Parcel ID: 051-061-90 Design Engineer: 0003 S & S ENGINEERING Site Address: NHN GORSUCH STREET Owner Name: JEANEE & LUIS MARROQUIN Lot Size: 31967 SQ. FT. Owner Address: 1001 BONIFACE PARKWAY 144-E1 Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99504 - This permit is for the construction of: ❑.r Disposal Field ❑Q 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. 5. The following special provisions. THE ENGINEER NEEDS TO DO AN ADDITIONAL PERCOLATION TEST PRIOR TO CONSTRUCTION OF THE SEPTIC FIELD. THE PERCOLATION TEST PROCEDURE IS TO FOLLOW TABLE 3-8 OF THE EPA DESIGN MANUAL. PLEASE SUBMIT STAMPED AND SIGNED RESULTS WITH THE AS -BUILT INSPECTION REPORT. IF THE RESULTS REQUIRE A DESIGN CHANGE, CONSTRUCTION OF THE SYSTEM WILL STOP PENDING ONSITE REVIEW AND APPROVAL. Received By: Date: D d Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsile (907) 343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 1 'I .-I; Property •T:� �s _4C�Yli� S• [iT Propertyowner(s) JeAf1eC .+r5 Aaer001.111-1 Dayphone 3_S:?— /o2i1 Mailing address I vv r art I Totct t ni r-K41 I • I[— • -� ^�[YT�r,I Site address NMN 601:stAG1-1 5 -free -f Zip Code Legal description (Sub'd, Block & Lot) Legal description (Township, Section & Range) Lot Size *Zj 9te2 Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field 0r� Septic Tank V1 Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 3 THIS APPLICATION IS AN: Code 9QS0 Initial Upgrade ❑ Renewal ❑ 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. S A- S f, n/ G.t Iv #.e /Z IAu C (Signature of property owner or authorized agent) Permit/Rush Fees: `7'fD(� Waiver Fees: _ Date of Payment: / a p Date of Payment: Receipt Number: d pis 93L) Receipt Number: (Rev. 11105) ROBERTC.COWAN. ng CIVIL ENGINEERING October 4, 2007 PH: 907-694-2979 MMUNICIPALITYOFANCIIORAGE FAX: 907.694.1211 Development Services Department NEATMA HoftTY APPROVALS P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Lot 12; Vern Ilaik Subdivision SEWERS WATER AWN EXTENSIONS It is requested that you issue a permit to install a new septic system to serve the three bedroom dwelling on the referenced property. This residence will be SEWERSWATER proposed I SPECDON served by the community hater system. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve EN GiNEERWGSIIAKS areas or drainage patterns by the installation of the proposed septic system. The ANDREPORTS construction of this system will not prevent any future development on any of the adjacent properties. WELL INSPECTION If you require a ' 'onal information, please contact us. SFLOWTEST Sinc y, WE PLANS o A. hafer, P.E. ROADDESNGN SIN' Enclosure SORIESI PERCOLATION NES) STRUCTLAILA MECKWrAL R4PECDON S ONSITE WASIEWAIER DSPGSALSYSTEM DESIGN 15861 S. Birchwood Loop Road - Chugiak, Alaska 99567 t" = 40' DESIGN SITE -PLAN O i> p.N V qF aC�n S 'O x zi''o �y a �IYA pzw O '•l rr� Lti nmra rn rri EO d < wrrl W d Now d LTJ \ N v C/) a II O Z_L ---------------------LA --- DO I+ w -up GORSUCH STREET \ V� y� I Imp a A 2 \ ` I Io n .. 1 10 to ... ti0 O' "O xN 45117 /\ m f Zm m ' a X0 0, I CIO \ �r-�<y - p i n mo \ vyr^vo F; i �D ~° L 1 1 r an d - \ m-7 VI_<0 aF I o I a O zo n \ Zrn :,ir .. AZ N mp I \ p \ \ ; \ V10. ;Z N �, .n I Z I V \ ; \ my 000 \t-�M \ 1'� KO 1 f90n Z� \ min '•1 "C VI ow o o_ \ \ xo 0- PROPOSED ^ Ate? \ \ r °=. S BEDROOHOUSE M I= I �AZ> \ 3NIl tl31VM Q7SOLTM:—• n D� \ +%r u1 I I � � � O IT, Z I I O I I O 1 ° I I CW I I 4 I I +ysi �o; •rr ; 7XI ►��E I I *���y Municipality of Anchorage Development Services Department Building Safety Division y,r On -Site Water and Wastewater Program 47DO South Bragaw Sl. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage . ek.us (907) 343-7904 Soils Log - Percolation Test Performed For: 6—VM.i Legal Description: _ L1 Z', 7- 8- 9- 10- 11- 12- 13- 14- 15 - COMMENTS -OV IOW(m (, r Sl Q 1t 15/Fll� �{VE _ ram CLT 4enY) 41t� (W EtL c+PWb !a 2*V LC (- Date Performed: Township, Range, Section: WAS GROUND WATER ENCOUNTERED] '-00 8 IF YES, AT WI1AT DEPTt17 L Depth to Warn Aftero wr,t 6-1-4eiliiy Monitoring] E Date: !DL b Reading Dale Gross Time Not Tme Depth to Water Nei Drop 1� ob $40 0 13" 0 7100 I q 1% "•1ow7 .o l 0 13' R v 1t3z a 3'r 0 7r9z 10 ! " 1:q;�5 0 PERCOLATION RATE I ()�IMrM•rMMq TESTRUNBETWEEN 11,4' FT AND PERC HOLE DIAMETER (r'. FT J6 -f/1 - /On 1, C 1007 S 5 S ENGINEERING PERFORMED BY: 120U V�gls River Loop Road No. 4041 CERTIFY THAT THIS TEST AS PERFORMED IN AC JWQ�VVAjjJ%1. SVM AND MUNICIPAL UIDELINES IN EFFECT ON TIIIS DATE. DATE: 0 ai OC S& ROBERT C. COWAN, P.E. CML ENGINEERS (907)694-2979 FAX(907)694-1211 ON-SITE WASTEWATER DISPOSAL SYSTEM HEALINAN�.R"a`TM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS 6EWERawATER MAW EXTENSIONS REFERENCE: Lot 12; Vem Haik Subdivision September 26, 2007 i SEWERAWATER ACTION 1 GENERAL: 1. The scope of this project includes the installation of a new 1000 gallon HDPE septic tank and a septic trench to serve the proposed three bedroom resldcpce ENGINEERINGSTUMS ANO REPORTS located on the referenced property. 2. Construction shall be in accordance with the approved site plan and desIgn drawings, Municipal permit with any special provisions or conditions, and all WEU INSPECTION AFLOWMST applicable State and Municipal Wastewater Disposal Regulations. 3. The contractor shall be responsible for obtaining any necessary underground SITE PUNS utility locates. 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. { ROAD DESIGN 5. Contractors installing wastewater disposal systems must be certified by the Municipal Development Services Department or ADEC if required, for SOIL TEST system installations. Owners installing their own systems must also receive prior approval from the respective agency. PERCOLATION TEST SEPTIC TANK INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. All HDPE STRUMIRua MECHANr& septic tanks arc required to have a 4" monitoring pipe installed next to the INSPECTIONS SPEC tank extending to the bottom of the tank. ONSITE WASTEWATER DSPOSAISYTEM DESIGN 15691 S. Birchwood Lp. Rd. — Chuglak, AK 99567 Page 2 Lot 12; Vem Haik Subdivision September 26, 2007 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 4. Septic tanks installed with less than 4 ft. of cover shall be insulated. All HDPE septic tanks are required to be covered with a minimum of 2" direct burial insulation, and a maximum of 4 feet of cover. 5. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield 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. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: 1. 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. 2. 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. 4. 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. 5. 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 a Lot 12; Vem Haik Subdivision September 26, 2007 MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever requirement applies. Page 4 Lot 12; Vern Halk Subdivision September 20, 2007 INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: 1. 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. 2. The second inspection must be conducted after the placement of the 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 owner and the M.O.A. S & 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 9076990704 OCT -16-07 10:07 AM L P.01 7-16 .52PhC Sysri).. -_�Vf✓ GWn �J?r prop rl.,.,&� �Un IIG:I�: Bl� lam. ell P�IQCLG urn hQJ ..:?•letvfteilel r✓nn.� `fig; .� �� oh �PLIVJ P.yp,�%juen�C�-Inorrg .Se4etC�4.DTheas rGr aitau __.. l� r� -law... � � r'_ .ltfAu2 Qx�t� QGeJiio7t 3- �• •--- 33 ' 72// s d6c- .�.