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SOUTHPARK #2 BLK 3 LT 34
Onsite File A Municipality of Anchorage Community Development Department Page 1 of 2 On-Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite• (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number' OSP171301 PID Number 020-502-32 ❑ New ❑✓ Upgrade Name: MARTIN & MAKELLIE HANOFEE ABSORPTION FIELD Address ❑ Deep Trench Shallow Trench ✓ Bed El Mound 15711 STANWOOD CIRCLE,ANCHORAGE,AK ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 0..4GPDISF 6.6 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot 6.1 Ft. 0•5Ft. SOUTHPARK#2 3 34 Fill added above original grade Gravel length Township Range Section 0.0 Ft 50 H. Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 30Ft. 5 5Ft. To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field Tank ' Line 1500 Ft2 Ft. Well 100+ 100+ N/A N/A 25+ TANK El Septic ❑S.T.E.P ❑ Holding ❑Other Manufacturer Capacity Surface water 100+ 100+ N/A N/A Anchorage Tank 1250Gal. Material Number of compartments Lot Line 11.7 11.9 N/A ' N/A STEEL 2 — NA Foundation 10.5 24.8 N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ 50+ N/A N/A Gal. Remarks Pump on level at Pump off level at High water alarm at in. in. in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank 3034 Tank to 3034 Installer drainfield A+ HOME SERVICES Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 436.5ft Ins ectio 1' 11/8/17 2..a Location and description 1119117 3' 4,,, House Trim near foundation cleanout COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp � Conditional Approval: Date 4A�• cNX.tt,41 *,• - • i /l •.*�� #11 411A114•9 • 4 ••t even .F. 0annorie ihrf 7 --a _,______,_-,7;__.e.Lrc Approved ►t -�, Date I I` ( 7 _ ��`;R`bHgO g, Inspection Report_1-1-12.doc 11 } \ \ ' I \ I 1 \ \ � - � ` • ` \ 1 \. * .r\ \ • ** I t, \ \"----....\ 14481 SUBDIVISION ON PUBLIC ***CAUTION - UGE & UTC \ H2O I O FROM LOT CORNER TO HOUSE • \ \ ' -O INSTALLED 1250G SEPTIC, \ \\ TRUE NORTH ONSCALE TANK N W DCO AFTER \ aaa ii Z DRIVEWAY \ \ TM- 16 200 N I I I I \ P1 \ ® \\ \.\ N I CO I I / 34 \\ \\ �_ \ / \• I / \ / \ 46R \ .. I // SFD • ++, �.. / ` 1 --------___, ,__ I / / REMOVED 1250G SEPTIC,-----'4,t,• , �'-1• . 1-.4 ♦\ �, TANK(E) PER MOA CODE•••--...,.. 'Alf / \� \ ♦\ INSTALLED/ liABSORPTION BED(N) � � • •� \ SUBDIVISION ON PUBLIC 50LFx30.0'Wx0.5'E.D.,6.0'T.D. o, \ H2O & SEWER REMOVED BIOMATTED MATERIAL AND REPLACED W/Eigy_ - ) 753 \ / -1.0' SAND. INSTALLED COs Sc MTs IN CORNERS /] \ �\ ' t r REMOVED EXISTING FIELD. REMOVED BIOMATTED As. B / MATERIAL BENEATH EXISTING SYSTEM Ti 12.5 46.8 \ \ DESIGN PARAMETERS \ t AN CO1 30.4 57.1 PRIMARY SEPTIC SYSTEM \ \ —w w WATER LINE / NO. BEDROOM: 4(600 gpd) \ TANK SIZE: 1250g \ \ / N \ WELL RADIUS PERC RATE: 23.6 MPI \ \ \ \ —ss \ss — • EW SEPTIC SOIL RATING: 0.4 GPD/SF \ \ \ `��'� ABBREVIATIONS AREA ROD: 1500 SF \ \ \ �� / TH TEST HOLE SYS. TYPE: BED 0.5'ED \ \ Q MIN SIZE: 15.OWx100.OLF \\ \ \ (P) PROPOSED \ ♦ / ii (E) EXISTING USED: \ \ ♦ CO CLEAN OUT NO. 5OLFx30.0'Wx0.5' E.D., 6.0' TD \ \ N \ MT MONITOR TUBE NO. TOTAL AREA: 1500 SF \ \ � TYP TYPICAL 0 m W 0 f i 8 0 ,,0 0 Cr DRAIN ROCK 6" ABOVE PIPE INV ff� Ed g ., o 4" 0 DRAIN PIPE o _ __ u x El R FA:RI " OG/FG(1.435.5 __II—. TM 5. -us GM _8 c� 429.9 4}1.1/ 12509 SEPTIC 4^— l TANK(N) 429.9 I 45.0 -I \429.4 _ w 50.0 PROFILE -10.5_ SCALE 1'=10• NO GROUNONNTER NOTES: PANNONE J LLC \\ Dote RECORD DRAWING PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 1St°F Y'317 ty PHONE (907) 272-8218 FAX (907) 272-8211 • * 49 i • 1" = 50' P.I.D. NO SOUTHPARK #2 B3 L34 , . . -020-502-32 DRAWN JRL MARTIN & MAKELLIE HANOFEE 8149"O"°PERMIT NO. 15711 STANWOOD CIRCLE `•••.REv-11/20/17.•,"U OSP171301 SITE PLAN ANCHORAGE, AK 99516 I '.vi .' Sheet 2 OF 2 H«PA4rr> MUNICIPALITY OF ANCHORAGE On-Site Water&Wastewater Program air`} PO Box 196650 4700 Elmore Road • Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 http://www.muni.org/onsite : Dc parttuk.nt 44.CH°P PCO On-Site Wastewater Disposal System Permit Permit Number: OSP171301 Effective Date: 10/23/2017 Work Type: Septic Upgrade Expiration Date: 10/23/2018 Tax Code Number: 02050232000 Site Legal Address: SOUTHPARK#2 BLK 3 LT 34 G:3236 Site Mailing Address: 15711 STANWOOD CIR, Anchorage Owner: HANOFEE MARTIN J Lot Size in Sq Ft: 22080 Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 4 This permit is for the construction of: Q 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� y. (� Date: )0 17 ♦ Issued By: • Date: 10 .2 -201 7 YYY CII( •S. Mull c pa�hty offf chonwe • e_AI • - ),•paritli P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On-Site Water and Wastewater Program **** VARI.ANCE/WAIVER REVIEW **** Waiver#: OSV171135 COSA#: Permit#: OSP171301 PID#: 020-502-32 Legal Description: Southpark#2 Block 3 Lot 34 Engineer: Pannone Engineering Services Applicant: Martin & Makellie Hanofee Your request for a waiver of the maximum 15 feet bed width has been approved. The approved width is 30.0 feet. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all code requirements be met or another approval from this department. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. ® Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: e=�.�' ��� 3/��� � Approved by: � �"C('� �y�.*c-� . Name of Reviewer **** VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE ( )Community Development Department \ . tior Phone: 907-343-7904 Development Services Division '_� Fax: 907-343-7997 On-Site Water& Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 020-502-32 Property owner(s) MARTIN & MAKELLIE HANOFEE Day phone Mailing address 15711 STANWOOD CIRCLE, ANCHORAGE, AK Site address 15711 STANWOOD CIRCLE Legal description (Sub'd., Block & Lot) SOUTHPARK #2 B3 L34 Legal description (Township, Range & Section) Lot Size 22,080 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) ❑X (w/wo ADU) Septic Tank ® Upgrade ❑X Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage (I THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR: Bed dimensions Distance: 3owx5OL I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) qi Permit/Rush Fees: 5 I Waiver Fees: 2-145Date of Payment: 1O f( f 11 Date of Payment: ‘O/24.51(7 45 Receipt Number: 055114 CZ Receipt Number: 006 Permit No. P 1 11301 Waiver No. O5Vt I(35 Permit App__- ..,c Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail:steve@panengak.com September 21, 2017 Subject: SOUTH PARK #2 B3 L34 Upgrade Septic System Permit Request Design Narrative This is a design narrative for a permit to install an upgrade septic system to be issued for this property. The proposed system will serve an existing four (4) bedroom house. The system will utilize a new 1250g septic tank and an upgrade drain field. This lot and the surrounding lots are served by public water service. There are no wells within 100' of the proposed septic system. 1. Soils. Two test holes were performed in the vicinity of this system in 1984 and in 2000. Ground water was not observed to a depth of 10' below the surface in 1984 and 13.5' below the surface in 2000 and no groundwater was observed following the 7 day water monitoring period in the 2000 test hole. Bedrock was not encountered in either test hole. Based on the results of the percolation tests and overall soils appearance, an application rate of 0.4 gallons/day/square was used for a conventional wastewater system in the area of the test hole. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The existing topography on the lot generally slopes from east to west, with a slope of approximately 5%-10% in the area of the proposed drainfield. There are no steep slopes within 50' of this system. The proposed drain field will maintain 50' separation all steep slopes. 5. Waivers: We are requesting a waiver to the prescribed dimensions for a septic bed. Due to the soils present on the property and available space a 15'W bed is not possible. The proposed 30'Wx50'L bed will be installed using standard construction practices to ensure installation complies with MoA standards. 6. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On-Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 \ \ � I i 1 1 ` � ` s 1 \ I ` 11 '1 1 \ II - - � 11 \ \ I I y1 , — — _ •,11"'.,x► \ \\ 1 �� \ \ \ 1 / — -`I �. *� �� \ 1 \\_\ \ \ \ I I -fi \ \ \ \ I ` � \ \ \ \ ��C.1 TRE NORTH .CCLE : 1"= 50' N \ o \ \ \ \ \ \ I 1 \\ \ \ I \ I Q \ \ \ \ \ ` I N � I \ \. \ \ `\ �\ I \ \\ \ N I t. , \ \ V \ ` 14481 I *** AUTION - UGE & UTC \ , 1 I I FROM LOT CORNER TO HOUSE • \\ \\ I \ N I INSTALL 1250G SEPTIC\ \ 1 I I TANK(P) W/ DCO AFTER & \ 444 I I / I FC BEFORE IF NEEDED \ \ • TH-T/16/2o0q N.I l I \ , " \ \ \. SUBDIVISION ON PUBLIC I \ \ \ Jam} ) H2O 1, 34 `\ \\ , N \ /�\• / ) ---1,, ///I /� / BR \ /\ // 14321 SFD / n•\ �` \ \ /// \pC�/ �► -10 19;4 N/ ABANDON 1250G SEPTIC 1 I / / TANK E PER MOA CODE I���I \ / \ 7f I • \ / \ \ / \\ 1/ 1 / X14\61 `;a \ / v SUBDIVISION ON PUBLI I I ( , � / \ H2O & SEWER -- \ /,C 331 I F �, \ \ \/ \ / \ 5OLFx30.0'Wx0.5'E.D.,6.0'E.D. / , / \ / \ \ / • REMOVE BIOMATTED MATERIAL AND REPLACE W/ / / A \ \ ,-1.0' SAND. INSTALL COs & MTs IN CORNERS / /\ / / \ 10 \ \ \ \ , ' \ \ / / / \ \ Y \ ` \• / /\ / \ N REMOVE EXISTING FIELD. REMOVE BIOMATTED 6-/ / \ / MATERIAL BENEATH EXISTI SYSTEMS / / / DESIGN PARAMETERS '\\ \ N ` ` Q;// / / N N\ PRIMARY SEPTIC SYSTEM \\ \ \ \\ -.C.; �Q- // / / / \ NO. BEDROOM: 4(600 gpd) \ \ \ \ ��� 9&i / / N \ / TANK SIZE: 1250g \ \ / / / \ PERC RATE: 23.6 MPI \ \ \ LJ"\ / / , SOIL RATING: 0.4 GPD/SF \ \ \� / / / // ABBREVIATIONS AREA RQD: 1500 SF \ N N w w�/ WA7R LINE / / TH TEST HOLE \ SYS. TYPE: BED 0.5'ED \ \ \ \\ / \SWLL RADIUS / (P) PROPOSED MIN SIZE: 15.OWx100.OLF \ N \ \ / �� / (E) EXISTING USE: \ ss-�– — NEW S'EPTZ\/ CO CLEAN OUT NO. 5OLFx30.0'Wx0.5' E.D., 6.0' TD � / \ MT MONITOR TUBE NO. TOTAL AREA: 1500\SF .52 \ ,TYP TYPICAL / NOTES: PANNONE ENG SVC, LLC Dote FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 P,�G••oF ;4k 10/05/17 PHONE (907) 272-8218 FAX (907) 272-8211 Scale •••• s�7...• i •• P.I.D. NO SOUTHPARK #2 B3 L34 �� 020-502-32 MARTIN & MAKELLIE HANOFEE ,•• }even•It: -annore - -.ERMIT NO. DRAWN JRL E 8149 :. OSP1 71301 15711 STANWOOD CIRCLE ^„•••REV:10/23/1.•r-• ANCHORAGE, AK 99516 '-v1s;r:,;, ,' Sheet SITE PLAN '�t„>n,�'- \ 1 OF 2 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 2. SCOPE OF WORK: INSTALL UPGRADE SOIL ABSORPTION SYSTEM. 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 13.5 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 13.5 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 4. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. 6. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. 7. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 9. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED—LINE AS—BUILT DRAWINGS TO THE ENGINEER. THE RED—LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. 10. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN—OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 11. THE CONTRACTOR PROVIDED DATA (UPON WHICH THIS RECORD DRAWING IS BASED) APPEARS TO REPRESENT THE PROJECT AS CONSTRUCTED. THIS DATA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER (OR HIS DESIGNEE) AS REQUIRED BY AMC 15.65 DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THE CONTRACTOR. 12. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS—BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR: BY: . TITLE: DATE: NOTES: PANNONE ENG SVC, LLC Dote FOR CONSTRUCTION 10/05/17 P.O. BOX 102954 ANCHORAGE, AK 99510 P ' ' PHONE (907) 272-8218 FAX (907) 272-8211 c. 1 Scale *.. . • 1.. 0\ NTS •••• � . ••;a0 •• •• P-6Zb" NO 32 SOUTHPARK #2 B3 L34 ;; < DRAWN JRL MARTIN & MAKELLIE HANOFEE t}even A. 'annope PERMIT NO. 15711 STANWOOD CIRCLE `�'•REv:1 o/1 49 8149 0SP171301 DESIGN NOTES ANCHORAGE, AK 99516 ••, •••• Sheet 20F2 July 3, 2002 Municipality of Anchorage George P. Wuerch, Mayor Building S,M'eB' Division P.O. Box 196650 · 4700 S.. Bragaw Street Anchora. gc, Alaslm 99519-6650 · (907) 3~3-8301 htti)://~x~x~v.ci.anchoragc.alz.us David Martin 15711 Stanwood Cir Anchorage AK 99516 Subject: On-Site Water and/or Wastewater Permit. Permit Number: SW010338 ~'~hi D'~'t:il~ti°n::s0~thpark'Additiml 2 B10ck 3' £'°'t -34. Dear David Martin: An On-Site Water/Wastewater Permit, number SW010338, issued by this office for a single-family system, will expire on August 27, 2002. 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 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 new permit for a second year may be issued for a fee of $100.00 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: $400.i)0 fOr a wastewater permit and $150.00 for a well permit. If you have any questions, please call this office at 343-7904. .Ji.~/Cross, P.E. tvmnager On-Site Water and Wastewater Program Enc: Copy of permit 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 Renewal Date Issued: Aug 27, 2001 Expiration Date: Aug 27, 2002 Permit Number: SW010338 DesCriptio~n:i~0UTHPARK ADDN 2 BEE 3 LT 34 Legal Design Engineer: 0003 S & S Engineering Owner Name: David Martin Owner Address: 15711 STANWOOD CIRCLE ANCHORAGE, AK 99516- Parcel ID: 020-052-41 Site Address: 015711 STANWOOD CIR Lot Size: 22080 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] Septic Tank [--] Holding Tank [] Privy I~ 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. Date: ~t'--~'7 -d ( ate: 6- Z 7-01 Municipality of Anchorage Development serVices Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWEPJVVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLi'NG Parcel I.D. Mai~ing address ¢) /5"~1) Mailing address (2) Legal description (Section, Township & Range) Zip Code Lot Size Acres/Sq. Ft.. Number of Bedrooms ,z./ THIS APPLICATION iS FOR: Sewer Only [~ Well Only ['-I Sewer and Well [--'1 Water Storage Sewer Upgrade I-"] THIS PROPERTY CONTAINS: Hot Tub [] Jacuzzi [] Swimming Pool ['"1 Water Softening Unit Therapy Pool I certify that the above information is correct. I fudher certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of prol~erty owner or authorized agent) Permit Fees: r~ ~¢~ Date of Payment: Receipt Number: (Rev. 12/00) Waiver Fees: Date of Payment: Receipt Number: MUNICIPALITY OF ANCHORA GE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Bo× 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Aug 24, 2000 Expiration Date: Aug 24, 2001 Permit Number; SW000328 Legal Description: SOUTHPARK ADDN 2 BLK 3 LT 34 ~ Design Engineer: 0003 S & S Engineering Owner Name: David Martin Owner Address: 5664 Cherry Lane Medford, OR 97504- Parcel ID: 020-052-41 Site Address: 015711 STANWOOD ClR Lot Size: 22080 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 Ail 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 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: Issued By: ROBERT C. COWAN, P.E. August 10, 2000 CML ENGINEERS (907) 694-2979 FAX (907) 694-1211 SEWER&WATER MNN EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELl. INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL & MECHANICAL tNSPECTIONS ON SiTE WA.~TEWATER DISPOSAL SYSTEM DESIGN MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 34, Block 3, Southpark Terrace S/D #2 It is requested that you issue a permit to upgrade a septic system with a new 1300 gallon septic tank, a lift station in a 550 gallon "Fat Albert" tank, and an Intermittant Dosing Sand Filter bed to serve the four bedroom dwelling on the referenced property. A test hole was excavated and a percolation test was performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation 7/16/00 water was not found. After ground water monitoring until 7/26/00 the test hole was still found to 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. RCC/jhm Enclosure 17034 NORTH EAGLE RIVER LOOP . SUITE 204 . EAGLE RIVER. ALASKA 99577 '11¥13C] NOIS3a 0 E-~ 0 'S'I'N PERFORMED FOR: p - Lor3q LEGAL DESCRI TION: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 20 (ENGINEER'S SEAL) DATE PERFORM ~ //~T~O...<,~ v ~P4a~Township, Range, Section: k%%~=~ SLOPE SITE PLAN Municipality of Anchorage. DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage, Alaska 99502-0650 SOILS LOG m PERCOLATION TEST WAS GROUND WATER NO ENCOUNTERED? S ~ L IF YES, AT WHAT O DEPTH? p E Depth to Water After '~/~-/" (,/1o Monitoring? .8FL¥ Date: Gross Net Depth to Net Reading Date Time Time Water Drop ~i~ ~o ;,,,,,, 10" ¥"/t'" _ PERCOLATIO~,I RATE (~' ~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ ///3... FT AND ~'~ '/'2.. FT COMMENTS 17034 Eagle River Loop koad ~io, -} CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITI~d~Ijle~I4r~E,A~. B~I~I ..~ GUIDELINES IN EFFJ=CT ON THIS DATE. -DATE: 72-008 (Rev. 4/85) FOR: DEPARTMrNT OF HEALTrt ~J'.,ID ENVIROI~MENTAL PROTECTION SOILS LOG - PERCOLATION TEST 1 2 3 4 5 .6 · :¸7 SLOPE I 4-- PERCOLATION TEST SITE PLAN ;¸il ' ECEI VED .,~O.O..OWAT,. [ IF */ES. AT WHA" DEPTH ~ eERCOLAT~O~ RATE ~3,, ~ _l~;~) TE~ RUN BE~EEN ~ FT AND ~ FT ROBERT C. COWAN, P.E. CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 HEALTH AUTHORITY APPROVALS SEWER&WATER MAiN EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUOIES AND REPORTS WELl. INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN 8OIL TEST F~COL~TION TEST STRUCTURAL & UEC~CAL INSPECTIONS ON SITE WASTE'WATER (::)ISPC~AL SYSTEM DESIGN INTERMITTANT DOSING SAND FILTER SPECIFICATIONS Lot 34, Block 3, Southpark Terrace Subdivision #2 August 10, 2000 GENERAL STATEMENT OF WORK The work and plans covered by these specifications consist of furnishing all labor, materials, tools, transportation, and equipment necessary to complete an Intermittent Dosing Sand Filter system as described herein and on the attached drawings. All work under this project shall comply with current Municipality of Anchorage (MOA) Regulations. 4 Bedroom House 600 GPD Use 10' x 36' Bottomless Sand Filter and absorption area (360 S.F. required) Sand filter to be constructed on accepting soil with all organic, s removed. (bottomless only.) SITE INVESTIGATION The Contractor must carefully examine the project documents, have full knowledge thereof, have investigaied the site, and be satisfied with the conditions affecting the work. Conditions include, but are not limited to those bearing upon transportation, disposal, handling and storage of materials, availability of labor, water, electric power, roads, and uncertainties of weather, physical conditions at the site including all underground utilities, the conformation and condition of the ground, the character of equipment and facilities needed preliminary to and during prosecution of the work. The ContractOr must be satisfied with the character, quality and quantity of surface and subsurface materials or obstacles to be encountered. Any failure by the Contractor to become acquainted with the available information will not relieve him/her fi.om responsibility of performing the work as stated in these specifications and drawings. Location of utilities will be the contractor's responsibility. 17034 NORTH EAGLE RIVER LOOP; SUITE 20~ ~ EAGLE RIVER, N_.ASKA 99577 Page 2 Lot 34, Block 3, Southpark Terrace S/D #2 August 10, 2000 Ae Be SEPTIC TANK ! LIFT STATION ! AIR COMPRESSOR General The work under this section consists of the performance of all operations pertaining to furnishing and installing the septic tank/lift station, air compressor and piping to the sand filter. Materials 1. Tank a. Septic tank shall be a two compartment tank of at least the minimum size indicated on the drawings and MOA approved. b. First compartment shall have a separate 4" pump-out riser. The second compartment shall have a separate 4" pump-out riser. e Manhole Riser or Lift Station Tank a. An additional second compartment manhole riser shall be capable of being equipped with the following: 1. A junction (Nema 4x) box or equal, bonded or attached to the pump basin. UL listed electrical cord grips, installed in the J-box. b. An additional tank 0Vi.O.A. approved) may be provided for the effluent pumping assembly and the items in (a.) above. Effluent Pumping Assembly, Controls, Alarm & Piping a. Effluent pumping assembly shall be of approved materials, including the following: 1. A 110 volt or equal U.L. Listed effluent pump. 2. High-density PVC cylinder housing the pump, with level controls and screen, serving as a baffle to prevent the screen from clogging. Page 3 Lot 34, Block 3, Southpark Terrace SID #2 August 10, 2000 3. All piping' shall be PVC or other non-corroding material. Pump controls and alarm system shall be an approved system with the following options consisting off 1. Event counter 2. Elapsed time meter 3. Program timer 4. 10 watt heater Remote alarm panel option with a minimum of 80 DB sound pressure at 24", operating temperature 30AC to 65AC, continuous sound to be located in the home. 6. Oil-tight visual alarm with push-to-silence feature. Automatic audio-alarm reset. e 15 amp motor rated toggle switch, double pole, double throw with three positions; manual (man), automatic (auto) and center (off) (H.O.A.). 8. Nema 4x-rated, fiberglass, or equal, enclosure with hinged cover. 9. All controls to be installed as per manufacturer's recommendations. 10. Control panel to be installed on outside wall of home within sight of septic tank/lift station. Piping from the septic tank to the sand filter is to be 1 1/4" PVC schedule 40 solvent weld piping properly bedded as described in Materials Specifications and sloped to drain back to the lift station· Insulation board 2" thick and 2' wide centered over pipe is to be placed where soil cover is less than 4' depth over pipe. The air line from the house to the filter is to be HDPE arctic insulated pipe 3/4"-2" SDR- 11. The compressor will have a gauge (0-10 psi) and be installed in a heated area, crawl space, or garage. Page 4 Lot 34, Block 3, Southpark Terrace SID #2 August 10, 2000 Air Compressor a. Air compressor shall be a THOMAS LINEAR SERIES model number $060-A or $070V-A or M.O.A. approved equal. CONSTRUCTION SEQUENCE In order to insure proper installation, the system is recommended to be installed in the following order: I. Sewer line from house to tank II. Septic tank/lift station III. Sand filter IV. Leachfield bed (ifrequired) V. Final grading CONSTRUCTION 1. Construction Instruments Contractor shall provide instruments such as transits, or levels, for establishing proper elevations and levelness ofpipe or materials. 2. Pipe Laying All pipe shall be laid with material free of large or sharp rocks and organic matter. Each section of pipe shall be handled carefully and placed accurately. The spigot end shall be fully inserted pointing in the direction of flow and glued in place to make a water tight seal. Each section of pipe shall be properly supported to insure true alignment and an invert which is smooth and free from roughness or irregularity. At all times, when work is not in progress, open ends of pipe and fittings shall be closed so that no undesirable substance will enter the end of the pipe or fittings. Page 5 Lot 34, Block 3, Southpark Terrace SID #2 August 10, 2000 3. Bedding of Pipe for Sewer Lines The pipe should be bedded with materials free of large or sharp rocks and organic matter, compacted. Native materials may be used as back fill material above the pipe, provided it is free of large rocks and organic matter. All lift stations shall be installed in accordance with the manufacturer's recommendations and standards. Electrical installation is to be in accordance with the National Electric Code (latest adopted edition) by a licensed electrical contractor, with M.O.A. inspection where required. If MOA inspection is not required, a licensed electrician is to provide a letter to the Engineer stating that the system meets or exceeds all applicable codes. 4. Excavation Excavate to proper depth to allow gravity flow, install tank level, tolerance 0.05 foot, on undisturbed or compacted classified sand fill material. Create a level sand surface over the tank and add 2" burial foam +35 PSI directly over tank. Mound unclassified soil over tank with a minimum of 2 feet of cover and anti-flotation weights that may be required in areas &shallow ground water. 5. Connections All connections to be as per MOA requirements, PVC 3034 piping with Caulder or equivalent couplings for inlet riser pipes. All tank connections are to be completely water tight. SAND FILTER The work under this section consists of the performance of all operations pertaining to furnishing and installing the sand filter. A. Materials 1. Sand Filter a. Liner (if required - not required for bottomless sand filter) - OSI Model LI or equivalent. 30 mil PVC cut and fabricated to provide water tight enclosure of filter sand volume. Seams to be permanent as per Manufacturer's recommendations. All connections, such as boot flanges, through sand filter to be permanently bonded to the liner. Page 6 Lot 34, Block 3, Southpark Terrace SID fi2 August 10, 2000 b. The Contractor shall provide a washed sand to meet ASTM C-33 Concrete Sand Specifications with the additional requirement that all but 1% of the materials passing the #100 sieve be removed. All aand shall be approved for use by the Municipality of Anchorage (M.O.A.). If the sample does not meet specifications, all sand will be removed and replaced. c. The Contractor shall be responsible for providing pea gravel that shall be a washed material containing no fines (0% passing the #100 sieve) and a maximum size of 1/4" diameter. d. The Contractor shall provide the manifold assembly. The manifold assembly shall be of approved materials with orifice shields and flushing assembly. All drilled holes to be cleaned of burrs and pipes flushed, prior to assembly. Flushing valve to include riser to finish grade. Lateral distribution piping is to be laid level (@+0.053. e. Side walls and top of the filter box to be insulated with 2" direct burial polystyrene insulation. f. The Contractor shall be responsible for providing filter fabric. g. Air coil in sand filter to be geoflow WF16-4-24 150 LF placed 6" above bottom of sand. Construction of Sand Filter The sand filter construction is to follow procedures as outlined below, as applicable to this design. Pea gravel and filter sand are to be hand leveled to proper depth (tolerance within 0.05 feet) in filter, taking care not to allow mud or fine soil material into the filter or gravel layer. This would include any soil material picked up by excavation machinery buckets while loading specified material. The Contractor should estimate filter material volumes such that allowance is made for wastage of material in contact with the ground at site. The area over the sand filter to be finish graded with a minimum of 2 feet of cover and to prevent ponding of surface water run off. Side slopes shall not exceed 3:1. The Engineer will reject any sand or pea gravel that does not meet specifications or is contaminated in transit or while handling. If such material is placed in the filter, all soil material may be required to be removed and replaced with new material. CONTRACTOR / INSTALLER £ ~ MUNICIPALITY OF ANCHORAGE ; ~ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION~ 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT MAILING ADDRESS 7/ LEGAL DESCRIPTION / IPHONE 41 []~NEW ,~- 4<~::-- ~'7~:~ [] UPGRADE ~il M LOCATION ! 0.,~ I DISTANCE TO: ~-Z I Manufacturer ~ ~ ~ ~ ' [Liq, capacity in gallons .......... ~ -- ~ DISTANCE TO- Well ~z ' I ~ ~ ~ Manufacturer Material Dwelling NO. OFBEDROOMS ¢ PERM'T NO ¢o p No. of compartments 7__-.- Liquid depth PERMIT NO. Material Liquid capacity in gallons Foundation ~/,- Nearest lot line //~.>~' PERMIT NO~,~4~.~ I Well DISTANCE TO: [ Length of each line No. of lines /~ Top of tile to finish grade Length Width .Total I e"~t~ ~L~v ,/,~p linesw Trench_c~, ~'~'~~.width 4r~H~s Material beneath tile ~//u'p/ ~Tz//'P~-'Z~ ~o IL ~ Depth Distance between lines Total effective absorpt~n area PERMIT NO. Type of crib Crib diameter Crib depth Total effective absorption area Well Building foundation Nearest lot line DISTANCE TO: Clas,s~t Depth Driller Distance to lot line PERMIT NO. DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE~ MATERIALS /4 SOl L TEST RATING INSTALLER R EMAR KS APPROVED 72-013 (Rev. 3/78) DATE LEGAL T/ltd ~3LO ~r..c. 5 PERMIT NO: DATE ISSUED: APPLICANT: ADDRESS: CONTACT PHONE: LEGAL DESCRIP: LOT SIZE: LOT LOCATION: MUNICIPALITY 'OF A~IC~ORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 !L STREET, ANCHORAGE, AK 99501 ,264.-4720 O~--SITE SEWER 84'0359 ENG I NEERED' DES I GN 05/14/84 DAVID'L MARTIN 5571 NOVA " ANCHORAGE~ AK 99505 2791411 SUBDIVISION: SOUTH PARK 4~2 SECTIOn: 31. i TOWNSHIP: 22080 (SQLFT. OR ACRES) STANWOOD CIRCLE LOT: 54 11N RANGE: 5W BLOCK:' 5 APPLICANT: DAVID E MARTI ISSUED BY I certi£y .that: Irequirements for on-site sewers and 'wells as 1. I am'Familiar with theI ?orth by the Municipality o~ Anchorage (MOA) and the State o£ Alaska. 2. I will instal.1 the system in accordance with all MOA codes and regulations, and in compliance withtlthe design criteria o£ this~permit~ 3. 'I will adhere to all MOA and State oF Alaska requirements for the set back distances From any exsstsng well, wast~water disposal.system or public sewerage system on thib or any adjacent or. nearby lot. IF A 'LIFT STATION IS INSTALLED IN AN AREA COVERED BY~ MOA BUILDING CODES'~ THEN ('1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE'OBTAINED; (~) AS-BUILTS WILL NOT.BE AF'PROVED WITHOU~ AN ELECTRICAL INSPECTION REPORT; AND (3) THE' ELECTRICAL WORK MUST BE DONE BY A LICENSED ELECTRICIAN. tALIN I ~--- I PAL I T"r" OF Rt~C- HOMAGE DEPARTMENT OF-HEALTH AND ENVIRONMENTAL PROTECTION 825 L STREET, ANCHORAGE, AK 99501 284-4720 PERMIT NO: 840~9- " DATE ISSUED: 05714784 !. RPPLICRNT: DAVID L MARTIN ADDRESS: ~571 NOVA " ANCHORAGE, AK CONTACTPHONE: 2791411 ~' !:LEGRL-,DESCRIP: SUBDIVISION!~ SOUTH PARK'#2 SECTION: '~ e .... TOWNSHIP: 22080 (SQ. FT. -OR ACRES> STANWOOD cIRCLE · '. J.:.OT: ,~4 RANGE ! ~W LOT SIZE' LOT'LOCATION: .. .MAX BEDROOMS' ;'~ISTED BELOW ARE THE OPTIONS'AVAILABLE TO ~OU IN DESIGNING ~OUR'$EPTI.C SYSTEM.~ ~'.'~CHOOSE 'THE OPTION THAT BEST FITS ~OUR SITE. DEPTH TO' PIPE BOTTOM (FT. > 4.0 ' 4.0 "GRAVEL DEPTH (FT.> 4.0 0.5 -TOTA~ DEPTH <FT.'>' " .. 8.0 4.5 "GRAVEL WIDTH (FT.> 2.5 26.0 ~GRRVEL LENGTH <FT. > 14~.0 *~- 52.0 ,'GRAVEL"~OLUME (CU. YDS. ) 59.5 58.0 TANK SIZE (GALS> 1,000.0 *~ i, 000.0 ~:~: '-:SOIL"RATING (SQ. FT./BM> ~80 .299 4.0 ~.5 7.5 5.0 000. 0 ~:~- ~80 ~ ~:~: GRAVEL LENGTH > 75-FT. REQUIRES MULTIPLE RUNS (NOT EXCEEDING 75 FT. EACH> "':~':".;~.~ TANK-' MUST HAVE AT 'LEAST TWO COMPARTMENTS CERTIFY THAT: "' "i; I:'AM FAMILIAR WITH THE REQUIREMENTS FOR'ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE (MOA> AND THE STATE'OF ALASKA.' · 2.""'I"WILL INSTALL THE SYSTEM IN ACCORDANCE WITH ALL MOA CODES AND-REGULATIONS," AND IN COMPLIANCE WITH THE DESIGN CRITERIA OF THIS PERMIT. 3.'"I WILL ADHERE TO ALL'MOA ANDSTRTE OF ALASKA REQUIREMENTS FOR THE-SET BACK, DISTANCES FROM AN~ EXISTING WELL, WRSTEWRTER DISPOSAL $~STEM OR PUBLIC ".SEWERAGE'SYSTEM ON THIS OR ANY ADJACENT OR NEARBY LOT. .4. I UNDERSTAND THAT THIS PERMIT IS VAL'ID FOR A MAXIMUM OF 3 BEDROOMS AND ANY:ENLARGEMENT WILL REQUIRE AN ADDITIONAL PERMIT. ' -'-APPLICANT: / ~ ' ~ ' ' ' ISSUED'.BM ' .. IF A LIFT STATION IS INSTALLED-IN AN AREA COVERED BY MOA BUILDING CODES, ':' THEN (1) AN ELECTRICAL PERMIT AND INSPECTION HUST BE OBTAIt.~D~ (2> ,AS-BUILTS WILL NOT BE APPROVED WITHOUT RN ELECTRICAL INSPECTIONREPORT~ AND <~> THE . ~ ELECTRICAL WOI~ I'iU~ ~E DONE B~' A LICENSED ELECTRICIAN. DAVID L MART~N : ' .. 0¥ Anchorage POCH 6-650 ANCHORAGE, ALASKA 99502-0650 (907) 264-4111 TONY KNOWL£S MA YOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Permit #: 840339 January 31, 1985 TO: Permit Applicant SUBJECT: Lot 34 Block 3 Southpark Subdivision #2 A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1984. Permits are issued on a calendar year basis by authority of Municipal Ordinance. A new permit must be obtained from this Department for any well and/or on-site sewer system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site sewer system, the original as-built inspection report and the yellow copy must be sent to this office f6r review and approval, and for documentation. If there are any further questions, please call this office at 264-4720. Sincerely, ~~E. ~'~and~%~sor Environmental Engineering Program KEB/ljw enc: Copy of Permit SWP/057 Applicant: 'e~par MUNICIPALITY OF ANCHORAGE ~Tg/o ~ ~ ' 825 ' - Str'eet, Anchorage, AK. ~501 /vCJ. 264-4720 * ~ ~ HANDWRITTEN PERMIT ~ ~ ~ ~/OR ON'SITE SEWER PERMIT ~ ~ e~ ~ Mailing Address: ~9~-o~ lOlL,, I..,(? EH-l,, ,Eu_ifl.. ~o Location: 7--//~ ~ 3U0 ~C_ 3 Phone Number: Type of Soil Absorption System Is: ~% 77/^/ Trench: Drainfield: ~' Seepage Bed: Holding Tank: Maximum Number of Bedrooms: ~-- Soil Rating(sq.ft/br) The Required Size of the Soil Absorption System Is: DEPTH ~ ' WIDTH' ,S- LENGTH r.7oG GRAVEL DEPTH ,~,.~! / The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel.depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE = /.S-O~ GALLONS * * Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * * * TW0(2) INSPECTIONS ARE REQUIRED * * * Backfilling of any system without final inspection.and approval by this departmel will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 fe for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper.installation. * *' * PERMIT EXPIRES DECEMBER 51~ 1 9 8 3 I certify that: (1') I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. ... (2) I will'install the system in accordance with codes. that on-site system may require enlargement if (3) .~nders.~a~ the sewer ~ res~'~E/ )is ~eled to include more that 3.bedrooms. APpiican~ Issued by: Date: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PER~6EA+ION TEST SOILS LOG PERCOLATION TEST PERFORMED FOR; ~--~R O/g ~t4 h'E LEGAL DESCRIPTION: LO'T3~-- SLOPE ! +- WAS GROUND W^TER ~ ENCOUNTERED~ _ /t/O o IF YES, AT WHAT DEPTH? SITE PLAN ~) 6(> . % ;co~ m'~uoo~ 5 ~ ~ L ~s~s o ~ S~ 6 ~.~ ~o ~ 12 13 15 OCT j 0 ~ ~ 16 ,, RECEIVED 18 19. P E Reading Date Gross Net Depth to Net Time Time Water Drop I ) ~-;~--7 I0 · ~3 ,07 · z. ~.¢~ 1 o , ~.¥ .06 ~ ~:I ~ I o ,~3~ , 72-008 (6/79) PERCOLATION RATE ~3, 6 ~ FT AND TEST RUN BETWEEN . . PERFORMED BY:~ATE~' CERTI IEDBY:,/ /, (minutes/inch) ~I- FT PERFORMED FOR: LEGAL DESCRIPTION:. 4 7 9 10 11 12 13 14 15 16 1' COMMENTS /~o4 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG -- PERCOLATION TEST SOILS LOG PERCOLATION TEST r53L SITE PLAN ENCOUNTERED? W~; ~ P IF YES. AT WHAT E DEPTH? ~,'/~", ~[,,~.~. ,u-,- ,~. '~ '~'--'1 I' I ' Reading Date Gross Net D~pth to Net Time Time - Water Drop ~ ~/'I.E-,~ ,o.3~. ~0 .47 ,~ 4waO 't /,'qa , ~5 q /~ '1o So ,7~ , t0 PERCOLATION RATE J LT/.~ (minutes/inch) ! ~ . 3 7;~ FT AND e' FT TEST RUN BETWEEN PERFORMED BY: 72-008 ((',/7 9) CERTIFIED BY: Q 9 7 (7.", ' ' op !1.1 . Municipality of Anchorage 1 � On-Site Water and Wastewater Program Nal - ;'LA U Fj' (907) 343-7904 10' '7` �E T i ;,. ,,.,_10: c\ Certificate of On-Site Systems Approval `` c . � r9 Parcel I.D. 020-502-32 Expiration Date: I I - - i 9 1. GENERAL INFORMATION Complete legal description Southpark #2 Block 3 Lot 34 Location (site address) 15711 Stanwood Circle Current Property owner(s) Martin & Makellie Hanofee Day phone Mailing address 15711 Stanwood Circle Anchorage, AK 99516 Real Estate Agent Day phone 2. TYPE OF DWELLING: D Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual 0 Individual Water Storage ❑ Holding Tank 0 Community Class Well ❑ Community 0 Public Water System E Public Sewer ❑ WaiverNariance request for: Distance: Received by. tA\,C!(/ J `' 1�; AC( L t-cDate: r'� ��rl '`/ COSA to be released to the engineer,unless otherwise requested by thaiengineer. COSA COSA Fee $ M's' 15b Waiver Fee $ Date of Payment 0511.6"I J511.6" Date of Payment Receipt Number ,0}rnl��1�� Receipt Number COSA# CS -7-1535 Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application. shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are)in compliance with all applicable Municipal and State codes, ordinances.and regulations in effect at the time of installation. In conducting an adequacy test, I attempt to provide a thorough,conscientious engineering analysis of the system in accordance with MOA COSA guidelines and regulations.The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition,ground water levels that may fluctuate during the year,and the water usage of the family being served by the system.These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system,nor do they guarantee that there are no hidden defects or encroachments.Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218 Address P.O. Box 100217, Anchorage Ak. 99510 Engineer's Printed Name Steven R Pannone Date 11/15/2017 �.� of AC, kI t� • i*�qs TM, 1� •9 6. DSD SIGNATUREI41 �.' System #1 Approved for 14 bedrooms even -_' •�annone• ` CE-6149 System #2 Approved for bedrooms ���9 �e Disapproved OFE-tiOy+ Conditional approval for bedrooms, with the following stipulations: \Qp �G -�` ON-SITE WATER AND c WASTEWATER oz PROGRAM <5 -ivr SERA- -. By: 1 �` Original Certificate Date: 1 f — / The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet! - ' c If more than 1 septic system is on the lot: COSA Checklist # • of • Structure served by this system Certificate of On-Site Systems Approval Checklist Legal Description: Southpark #2 Block 3 Lot 34 Parcel ID: 020-502-32 A. WELL DATA Well type Public If A, B. or C provide PWSID# Well Log (Y/N) Date completed Sanitary seal (Y/N) Wires properly protected (Y/N) Total depth ft. Cased to ft. Casing height (above ground) in. FROM WELL LOG AT INSPECTION Date of test Static water level ft ft. Well production g.p.m g p.m WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate mg/L Arsenic ug/L Date of sample: Collected by. B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 11/9/2017 Tank size 1250 gal Number of Compartments 2 Cleanouts (YIN) Y Foundation cleanout (YIN) Y Depression over tank (Y/N) N High water alarm (Y/N) N/A Date of pumping NEW Pumper N/A C. ABSORPTION FIELD DATA Date installed 11/9/2017 Soil rating (g p d./ft` or ft2/bdrm) 0.4 GPD/SF System type BED Length 50 ft. Width 30 ft Gravel below pipe 0.5 ft. Total depth 6.6 ft. Eff. absorption area 1500 ft` Monitoring tube Y Depression over field N Date of adequacy test NEW Results (Pass/Fail) NEW For 4 bedrooms Fluid depth in absorption field before test in. Water added_ gal New depth in. Elapsed Time min. Final fluid depth in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N &type) If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/Access (YIN) "Pump on" level at in. "Pump off' level at in. High water alarm level at in. Datum Cycles tested Meets alarm&circuit requirements'? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot On adjacent lots Absorption field on lot On adjacent lots Public sewer main Public sewer manhole/cleanout Sewer/septic service line Holding tank Animal containment areas _ Manure/animal excrete storage areas SEPTIC/HOLDING TANK ON LOT TO- Building foundation 5+ Property line 5+ Absorption field 5+ Water main 10+ Water service line 10+ Surface water 100+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Water main 10+ Water Service line 10+ Surface water 100+ Driveway, parking/vehicle storage 10+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS G. ENGINEER'S CERTIFICATION i�P�•��4fi'o1 I certify that t have determined through field inspections and 4. review of Municipal records that the above systems are in 1 * • I. %\ *T conformance with MOA COSA guidelines in effect on this date. - • .�� Engineer's Printed Name Steven Pannone .Steven R. !none. Date 11115/2017 Ts, CE-8149 k‘‘,ktOZENtt.g.?" COSA canary sheet_2-6-15.doc N Z 111111, Frontier Surveys, LLC Project No: 17-344 Date: November 14th, 2017 O Ordered By:Carol Marvel PIat:83-213 Grid:N/A ii o N. oN ——fit STANWOOD CIRCLE Fa L=106.19 w PI R=200.00 RETAIN.WALL 1 ' 1 °� Southpark Add. No.2 6, i¢ Lot 34,Block 3 0 22,080 sq.ft.+/- LOT 33 15711 Stanwood Circle I 3 Story Wood Frame Home w/Attached 2 Car Garage 0.8' ' 1' !1 0 7.0' l RETAIN.WALL Na' en 9.5' 36 3 l.Gl s3 ry �'�;1.8 r 10.0' ^+ 's 0.5' ro %: • 5.4' P% sr." i e°:: to 6.0 '_r/ le 36 ' j 3�3 LOT 34 fl,,„,r`,i,;,r '3 d 3 ts . 41 n 0 ®gyp ^o (s)(pa 2 ro. \ �r'<e.SMT\ +-...),,w., CI ‘dei tij,0y\ \ Ion - - , J — Legend: n Electric Meter/Outside Power Gas Meter i i Deck 020 40 80 OSeptic Water Valve ��� Feet General Notes: 1.This document is created for the purpose of a single property transaction and is subject to Federal Copyright Law. 2.Excepting for gross negligence,the liability for this survey shall not exceed the cost of preparing this survey. 3.All measurements/setbacks are to the visual/apparent building footprint. 4.Dimensions to property lines are plus/minus 0.1ft. `'��0»\;111111 t This survey complies with ASPLS Mortgage Location Standards.The survey represents visiole improvements and tions me of the survey.This document does te a ary 'S 0 F q CQ I t�!1 inaccuracies estthat al subsequent boundary survey may reveal.tIt is thetresponosibilliity of the Owner to determiney and is subject to �. P•-' s4- ip) the existence of any easements,covenants,or restrictions which do not appear on the record plat.Under no . ,_ •'. 9• rr circumstances should this document be used for construction or for establishing a boundary or fence line. r*: 49TH ink .* i As-Built Survey of: r Lot 34, Block 3 Southpark Subdivision Add. No. 2 FREDERICK W. •NER I, Frederic Wagner,hereby certify that this Mortgage Inspection Survey was performed by me,or • NO.L.5.-99-45 �/I'G" _ under my direct supervision on November 14th,2017. `rj• •. 11/15/2017 rf rte '•'.''"��P Frontier Surveys, LLC FRONTIER. i 1 t t 1ESSIONA `,. 650 W.58th Ave.Suite E Anchorage,Alaska 99518 i t B.I. 1,11,,,„„,,,,, 907.460.1686-info@frontiersurveys.com ;► ,; . .. ~-. .. !. !,'.',,.~.~.,~'.t,~,.:,,~'~t~.: ~....t~,~...~,Ol~,.,ij:.~.,~:i~.? ~.d~.F,,i~..~ ..~ Mad~ng address Real Estate Agent -.. . ~o~ ..~e~k~s .' ,:. , ......; .... ' , .... Da, y phone"2r 58,~0 :.':.':~' ~' ri'n-'~ , ~ ~, ..... 2. ,' NUMBER.'O~. BEDROOMS: 3..TYPE OF WATER SUPPLY: ~E 0~.WASTEWATER DISPOSAL: Individual Well Individual w. ater Storage Community Class Public Water System Well D Individual On-site ~ Individual Holdin'g tank ............ [] -' Community On-site .. [] _ Public Sewer .............. D The Municipality of Anchorag~ Developm~'ni'sei'vi'ces Depadment (DSD) Issues ~edifi~i'e§ '0f:'l:-Ie'alth' Auth'0rity Approval (HAA) based only 'upon 'the representations gi~)en' in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. Cedificates of Health Authority Approval are required'for the transfer of title (except between spouses) for propedies Served by a single family on-site wast~ier disp0~al '~r~d/or Water supply system. DSD also issues HAAs upon request to homeowners. Cedificates of Health Authority Approval are valid for 90 days from the date of issue for propedies served by a private or Class C well and may be reissued with new water sample results less than 30 days old. (Cedificates may be reissued for a period of up to one'year With valid water samples.) Certificates are valid for one year for properties served by Class A or .B wells or a public water system. The Municipality of Anchorage~' is not responsible for errors or omissions in the professional engineer's work. '4'-i~STATEMENT. OF INSPECTION:BY EN~INE,.E,,R,,.?~;:..? ??..' ;I;':~' 'L ~ :. ,.' ..::.,,i': i~.', !-:."! ; ." ' ,-~-~..-~,~. .. -." .-.'~ ...... ; '*'~ x~.~;";;'~-"~q::~' "~?.~'.'.':3".,% ~'-'"!.:' ; '?:',~'~;,'~",:;".:~J: ~ '" ~' ' ;~.'-: ;" ~"~."~. · ?~'~';.'~i~" ~'"-'~;: ;·' ~'~ ~ .::'~.*; "~,!. ~'~ ;*~'~-~-'~'~vq';:~ :''','~' ;' "~' ~'-~ '~'¥'~".' ~ ~.'~'~'"'~.'~ ~ ..... .' ' - .' :;~ '~'"'~ '~ .... - ' .~i~;~'~;'~mJ~ ~k, ~b~'~&~ ~ he~6to'and r~s~of ~e val dar on date shown below,. I ven~ that my myes~lgation,7.¥~h~ ~ '~ ~,~,L~J,~?~.~?J~'J~&~;-:~i(;;~h?t~!H~l~Authofi~:ApprovaljGumdehnes for.~ls apph~tlon, shows that the~ ....... ' ..... ' '" 'i' 'g~"d~°~;~te~At~r~dis'po~1 ~stem'i~(are)safe, ~u~ctional and adequate for the number of ,. ~ on;site ~ater, supp y ~ .. ,.... ,... .... ...) ., ............. ;...- ........... ,, .. ·, . , .. .... ,~-;:., ~ ,... . k;~;;2~; ~Ag'A 'g~g ~Af~i~'~g'iKHi~ted Eereifi'-i fu~her, ven~ that based on the mformat~on obtained fro~ th~ ",;:'::~:,~'~','~;~'~,.*:~:L";';~:2;"'ai;;':A;'a ffO~t~b'~inves~nat~on ~an~' respect on, the on-rote water ,supply and/or ,,,;;i;~A,~;;~g;g~"~;~"iA~i~3'i~"~bli~fi~'With~'al] applicable Mummpal and State codes, ordinances, 'and regulabons m effect at the 0m~ o~ inst~llat~. ~;.,..,'.., -. :..'::..: ~..' . ' ..,.:,;;.~ ~,.. ~.~ . . ., , . i ,-~.~.~:..,.;.,';--'~-¢'_2~Z'~;~';~'~-- -~,:~. ~-~;; ;..-',,.~ .' -~ ....... · .. ~,?. '~', ,~.' ~, ,~ '~. :':., .,:.',. '~. ~..:.,~ ,~,'-. ~"'~..' '~;:~ "'~-.~,' ': ,/ ,"~ ' ~ ,,. ~i', : ~ ' ' '~ -- . /~ :.':' '~" " '" "' , ' 170~ Eagle River Loop Road No 2~ - Phone ff ~ ~ 'Name.of Firm .'~, ~ ,' .'..: ....... ': ............. ? ' ,' .., . Eagle R~ver, Alaska. 9957~ ,~ ~.., ~: ~ ,~ .,, ;, ..~, ...... · ~ ~ ~8.~,.~ .... . ...... . ....... -,.. ....... - ......... ,..t ....... , .......... .. . - c .... · - ~ .. .... - ....,, ,, . ,. : , ,~ .:...~,,~.,,,1.~ r,~;~,.~,.~ ..... ,l~ ......... ,, ,, .. ......... ,,,~GINE~..:,.~. -.. ~ v ~,..,,~ ;.l.~O'~.~'~ '~t" "'. .... ~. *'~-:~ :,,',.;~.; ....'.;~...: ...... ~,~ .............. ' ..... ' ...... '{~'-'~ .......... ~ .... : , ~ ~,~' ",~ ·.. '., .d., ~ ~..{.. ~ .... ,,~.,.~.,,..-.. ,--....-. ,,, ~..,.L-..:.: ~.:,., ....... ,'. ~,,{, ~ ,~, ...... . ......... . · ,.,,~;-",.Z,~~,;,~/ .......... ~, ..... '.,, '-~'-~ ........ r--'~-, ~' ' ~ ..... ~-.~.~ ,.~.-.., :, :- ?.-]::...-:--~ ....... ::..-?.:,-..,-~ ~.:~ ....... :.. ~,~~.~.'.~:Z~.~ .... x ' 4 bedrooms, w~th the following stipulations ~.- ~ C'onditional approval fo[ :.~: ..::. .. . . . $900.00 .tO be,, ..Placed,in es'cr6~ to locate .:..-,-and extend ..: .~.. ..... :..... :..:.:~. -..::~..;", .: .,-3:.:. ~.:' . ........ ;:':.. :....: -: '.'. .~.'..: ]-. .' -.,- . ~ .:.' . ..., · .-... Work ............ to be' ~';;' 'ieeedp '~v'. '6_-'~'5 :'O]'_- . Money '~ot. to be releasefl until .,,,,,,.w :?,,,[~_,,,t~'""- .-' this ..o f fiee '-gives .final': approval .':: ~;":'- .... '" .... ' .... '. :: .- - .~-~ ,.....,~,,~-'. · ,.~.; ..... .',-"~ · ~,~..L' ..... ......... A~muona~ ~ommems ~ ; ......... -- ,-...., :..... ... %~*~ .. .... · .~-,~, Attachments: HAA Checklist :. Septic SyStem Advisory Well Flow Advisory · By: X Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: (Rev. 12/O0) Municipality. of AnChorage Development Services Department . , .- · .. Building Safety Division ~ ' .... On-Site Water & Wastewater Program ~ 4700 South Bragaw St. : ~ i P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us !; (907) 343-7904 HEALTH AUTHORITY' APPROVAL' CHEC'KLIST we i type : Will Date'cor~pleted Total del~th · D~ie of test st:~tic ~ater level Sanitary seal (Y/N) Cased to. ft. FROM WELL LOG ~100 mi. If A, B, or C provide PWSID # :Wires .... :, Ca.~ AT INSPECTION i Well production wATER'SAMPLE RE Coliform )le: (Y/N) ground) Nitrate : :: ?mg./L ,, Collected by: ' ' Other Damena SEPTICIHOLDI*NG TANK DATA ~Tank:Type/Material .~'~..-',:r, c $ T'¢..~ L :Tank size~: } ~- ~'~ gal. ' Number of Compadment~ Foundation cleanout'~N) ~¢~ Depression over " ' .... DaCe:of pumping II Pumper .~ ABSORPTION FIELD DATA ;' ' ::J~':;' "": ' ' : : (g'.p.d./fl' D~t~'instaiJed 11/~[g ~ Soil ratin~ Length:~ :1', ~ ~ ~ ff. Width g.P.m.. Date installed H~§h watertalarm Total depth 4~ ft: Eft. absorption area~¢/(,, ft~ !.M?itOring tube 'apression over field ~ O Date'of adequacy test I , / ~ I Resulls ii) i. ~.5'.~' ' ~ bedrdoms Fluld depth ~n absorpbon field before test O ~n. ~ ! ;: :Water addedgOO~gal, i:i ' Newdepth)~ ~n'~. El~0sed Time: !~1~ min. 'Rna fluid depth~ 3'4 in. !.~, , ,~ Absorption rate >= ' GOO g.p.d. Any rejuvenabon treatment (past 12 mo.) (YIN & type) V/3r..~,,~r'; ~A, '~, ~'/L~ ilfyes, give date mtype IO"O,4 'Itu,. :1' b~low pipe ft. colonies/100 mi. Jn. LIFT STATION Date installed Size in gallons Manhole/Acces.2.~f-'~'~"'"-- "Pump on" level at in. "Pump o~ High wate.r.alarm level at Datum ..._.__.~eSted~' '" Meets alarm & circuit requirements?- SEPARATION DISTANCES ~3 ~[.~ ~. b,/~'t. T ~.-'~- SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot Public sewer main Sewe~ _ Holding tank SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation <~' / /'/-- Property line ~ ! ; ~ Water service line ! o '/-- Water main ! O Wells on adjacent lots On adjacent lots On ad. LacenHo st~ Public sewer manhole/cleanout in. SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line / {o Building foundation ! o .Water Service line ,/0 /../- Surface water ) o o/"I- .Curtain drain ,u0,,,~- ~' ,,/~ ,,, ,,~ Wells on adjacent lots Absorption field Surface water /oO / Water main JO .-.h Driveway, parking/vehicle storage 3o'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certif~ that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. Engineer's Printed Name Date HAA Fee $ Date of Payment Receipt Number (REV:' 12/00) ~ Waiver Fee $ Date of Payment Receipt Number MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF oN-SITE SEWER AND WATER FACILITY 264-4744 Application Date ,d GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legal Description (include lot, block, subdivision, section, township, range) Location '(a'(~'c[~;~s~' or. directions) .,~?' · ~,3 -.~-- (b) :' ~roped~ O~her ~.~ ' ~~ ~ Telephone: Home ,~ - '(c~,Lending.lnstitution.- ~ ' ., ..~. · .' .'-' .e ~' "?~. " .... "Zf"'~ (d) ~ · .~'.',.~ ~',:,,' .. ~ Real Estate CompaQy.add Agent Address ~.-. ~ Telephone (e) Mail the HAA to the followino address: or; Check here ri, if hold for pick up. List contact person and day phone number below. TYPE OF RESIDENCE Single-Family J~ Number of Bedrooms WATER SUPPLY Individual Well [] Community}[~ Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. SEWAGE DISPOSAL Onsite I~[ Public [] Community [] Holding Tank [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page I of 2 ~ ~o ~ oSed leUOll~puoo .. .le^oJddv leUO!l!puo0 jo SLUJO/ poAoJddes!a ~ poAoJddv lYAOblddV SHHa '9 .g ~ MUNICIPALITY OF ANCHORAGE ~ DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROvAL,~ ~'~.., OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, seCtion, township, range) (b) Location .(aa~d~e~.~ff .dfl-~ect ion s) · . · ,- ~ ~..~ ,.... A~pli~nt Name" ~ ~p~licant Address' ,V~//' Telephone: Home Business ~'?? -/5/'// (c) ,Applicant is (checkone};Lending Institution D; Owner/builder'S; Buyer []; Other [] (explain); · ,,, , · .. · (d) Lending Institution · Address '~" ~'£t~' {e) Real Estate company and Agent Address Telephone Telephone (f) Mail the HAA to the'following address: TYPE OF RESIDENCE Single-Family~ Multi-Family [] Number of Bedrooms Other WATER SUPPLY Individual Well [] Community"~' Public [] ;" -. Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. "o', " ~ SEWAGE DISPOSAL Onsite~ Public [] Community [] Holding Tank [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 ~ : ,. 72-025 O1/84) '9 .g Ac Well Classification ~--~;~f~/Y~/;;~ Well esent (Y/N) Total Depth Cased to Static Water Level Casing Height Above Electrical Wiring in Conduit (Y/N) Separation Distances from Welli"' To Septic/Holding Tank on Lot To Nearest Edge of Absorption 'Field on Lot To Nearest Public Sewer Line Cleanout/Manhole Water Sample Collected by Water Sample Test Results Comments ~.~tC.~c~[~;~IUNICIPALITY OF. ~NCHORAGE (MOA) _.,~ 0~_~'.,-~ l~ _.ISEALTH AUTHORITY APPROVAL (HAA) t~ ~,~: _~ ~gO CHECKLIST- FEBRUARY 1984 ~~'~*' ' 264-4720 \~ ~ ~Oj~'~ Legal Description: If A, B, C, D.E.C. Approved~(Y/N) Date Completed Yield Depth of Grouting Pump Set At Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) ; On Adjoining Lots , Adjoining Lots To Nearest Sewer To Nearest ; Date on Lot B. SEPTIC/HOLDING TANK DATA 'Size Date Installed Standpipes ~)N) Air-tight Caps ~N) Depression over Tank (YN~ Pumping/Maintenance Contract on File (Y/N) Holding Tank High-Water Alarm (Y/N) /J'/~ Separation Distances from Septic/Holding Tank: To Water-Supply Well ~ / ''/'' o ~r~e~y..Lme .To. Water Main/Se~[be~ne Comments No. of Compartments Foundation Cleanout~l~) Date Last Pumped ;for Temporary Holding' Tank Permit (Y/N) To Building Foundation To Disposal Field " To Stream, Pond, Lake, or Major Drainage 72-026(11/84) z.3'-/' gJ .y,,,7-zg P,,~.~ C. ABSORPTION FIELD DATA. Soils I~lting !~' AbsOr Date Installed ~ Widthl~f Field : :! )tion Strata : Type of System Design Length of Field ;~ ,, Depth of Field :~ / Square Feet of Abso~Pti0n Area ": ' / Depression o~,,er Field,(Y/~l),/~: ' ~ Results of Last AdeqU~ic~, T~st ,~ i separation uistance from Ab, sOrption Field: To Water-Supp Y We ;1 h 1. , ~ -/' Gravel Bed Thickness Standpipes Pre!ent Date of Last Adequ, acy T,est i To Property Line /~, To Building Fdundat on! ;_.l:, ~'__L ~ 2 ~ .' To Existing'o~ Abandoned SYStem on : LOt t'' ' /,,'/ir,, ' ~ ' ;:on Adjoining Lots ~,,,~ "t" · itl Iii ! :if ili% i:, :i To Wa!er Main/Service l'in~ ,", :'I '7'- , To Cutbank (if pr,esent) To Stream/Pond/Lake/of Major Drainage Course , r /~r'~ '-t" To Dri{,~way!!Parkihg A~'ea,'io~Vehicle Siorage Area , : , /0 't' I: i:: : ~ I ' I :~ ~'tll ii'; ~ ; ? LIFT STATION [ i : : ~ i "Pump'.On" ~evel at I; :~ ~'~:~ ~ ~' "Pump Off" Level at=~ '.. _ t~' :~ : High Water Alarm Eevel at ~;~:~' ~ '. ~ ~ Vent (YIN) L~ ~. _ ~' ~ '~ ~ Pumping Cycles during Adequacy Test. Meets'MOA: ** Check PermittedBedroom Rat ng Aga nst HAA Request ** I ce~if~ that l h~h~kbd, ]erified, Qi Conformed to all MOA and HAA guidelin~ s~n effect on the date of this inSpeCtion:. MUNICIPALITY OF ANCHORAGE CERTIFICATE OF OCCUPANCY This document issued pursuant to Section 307 of the UnifOrm Building Code certif~idg 'that this structure .or portion 'thereof, is !in compliance with the various Municipal Ordi- Authori?.,'?<'~ O, :,clal - i : (~t/t6/87 BI..I)G~ I::'ERHI'F: 84-t 569 OWNF:R: DAVID L, MARTIN CONT: DAVID I_, MAR'TI'N ARCH/ENG: SUB: 5'OUTHPAI"<I< =fi:2 LI:iGAI_: I_OT 34 BI_OCI< S Ai)f)R: .~*"i"ANWOOD CI:RCLE F'AI:;~CEL(,S') WITH AI::'F:'END'A[;ES': 02005241 MAIl.. AD'O: t¢t6 W, 6TI"I,,~'TE :57~k9 MA]:[. ADI): Ai',H314OF~AGI:', Al", 99'50t MA]:L Al)!): RI:'"SIDENTIAL & NON-REYlDENTIAL LIV. AI:~EA: GAR. AREA: AREA: AREA: I_OT AREA: I:"'E E $ i 6 6.7 5 $ t 6., 00 $79., O0 $40 ,. 6,0 -.Ii',!YF'ECT, 4 --MA'IiN MENU, UNIT,?': S*TOI"(II-Z,~:: 2 t . U,.?E: NEW/El 2~ US'Iii:: W/GARAGE LOT WIDTH: I)A'TE I::'LAN,.? CI<: 6-4'"'84 F:' & I:"': BLDL;.~ (M/t"l): 7-26-84 I:"' L I"": C ,, 9'-2~'-84 PI_ I~L;. ~ 08/22-84 M r:-" C H, 08/22-84 PF '~ -CONTINUE, DMXF'W20(') PI"IONF: 279- PHONI-i: F'HONE: FINAL 5'TR: DARD 9-'25-85 F'INAL FLE'C: 'MERIt< t i""t4-'8~ F"INAL I::'LBC;:61:i01:~: I t '"'1 FINAL F:IFdE: N/A ZONINC,: N/A 2650 WELL/,SI:"PT I C: 85O T YF'I'Z/I-IF;:: .~N DC;CUP. L;-RP: R3 U:';'E ZONli:.:: I:;,'7 FIRE ZONE: VALUATION CONTRACTOR NA DAVID L., HARTIN,TR4::41 VENTS t.57284 DAVID L. MAF;Ff'IN,'rR.~:41 I..LICH,.,EL. ECTI:;¢IC CI-IARL,[- SUN]BURZ'T I::'/I..I. , ,'g'UNBUI-'<,.~'T I::'/I..I, , 5 .-ADD, 6 --UPDATE, DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE/WESTERN DISTRICT OFFICE 437 "E" STREET, SUITE 303 ANCHORAGE, ALASKA 99501 BILL SHEFFIELD, GOVERNOR Telephone: (907) Address: 274-2533 DATE: ...."January 14, 1987 PWS I.D.# 213475 To Whom it May Concern: According to records on file in this office the SUBDIVISION Water Regulations SOUTHPARK TERRACE Water System is in compliance with the State Drinking Sincerely, ~Reai~oSnCa~ ~alnl~r~San Supervisor ALASKA ENVIRONMENTAL CONTROL SERVlC'-~ INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 SHEET NO. OF C*'CU'ATED BY ~' /W~/ OA~EI"~" /-/'~ '~'T CHECKED BY SCALE / ,'$o DATE '4 DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION - ' DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE oFINsPEcTI.ON FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application D~te /O - '2.'.'- --~".,'~ -1. .:~, (a)' 'GENERAL INFORMATION Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) , Telephone: Home (b) Applicant,Name Business ~_..';'+? .'- ApplicantAddress / ? ~1'/ ..~ ~-~ ~¢,u ~ c:,'p-,~[ ¢1'~ (c) APplicant is (ch~cI~ o'nb):: Le~di~g Institution []; Owner/bUilder'l~; Buyer []; Other [] (explain); (e) Real Estate Company and Agent /v//4' Address Telephone TYPE OF RESIDENCE Single-Family ~ Multi-Family [] Number of Bedrooms ~' Other WATER SUPPLY Individual Well [] Community~ Public Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL onsite Public [] Community [] Holding Tank [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation i', attesting to the and status. legality ;? ':-; ::;:L; page 1 'of 2 72-o25 (11/64) ENGINEERING FIRM PROVIDINg. ~ISPECTIONS, TESTS, FILE SEARCH, DA'. AND INFORMATION' As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation o! trois ,~, Authority Approwl shows tha~ the on-sRe wa~er supply ~nd/or waslewa~er disposal sysIem is safe, functional ~nd ~d~qu~ ~j'~.-~'] ~. :. for the number Of bedrooms ~nd I~pe of slruc~ure indicated herein. I luther verify ih~ based on the information obtained . from the Municipality of Anchorage files ~nd from my investigation ~nd inspection, lhe on-si~e waler supply ~nd/or was~ewaler disposal system is in complianc~ wilh ~11 Municipal ~nd ~tate codes, ordinances, ~nd regulations in effec~ on ~he da~e of lhis inspection. Name of Firm ~ c ~ Telephone 3~ J ~ Address / ~0~ ~ ~3 ~'~ ~ ~. ~ ~,~ ~ ' Date o DHEP APPROVAL Approved for Approved >" ~ ~'~Date bedrooms b Disapproved Conditional~ Terms of Conditional Approval CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certd~cates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to p~rchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 {11/84) .7 MUNICIPALITY OF ANCHORAGE rMO~.,. HEALTH AUTHORITY APPROVAL CHECKUST- FEBRUARY ~SS4 Legal Description' 72-026(11/84) Page I of 2 Date Installed //- t~£ Standpipe~/~N) Depression over Tank (Y/~ , Pumping/Maintenance Contract :on File (Y/N) Holding Tank High-Water Alar~!i(Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well To Property Line ~--,~ To Water Main/Service Line lifo r' Course ~ Comments Bo SEPTIC/HOLDING TANK DATA ~SiZe / 2 '~""~ No. of Compartments Air-tight CaPs ) Foundation Cleanout(J5 : Date Last PU ,rnPed ,- i ;!i -"--" ; for ~ Temporary Holding Tank P, ermit TO Building Foundation To D~sposa~ F~e~d ~ --~! / 0 TO Stream, Bond,. '! .~ent'~se Test Results : ~'~ i'i '!' i~ A. WELL DATA Well Classification C~I a4 (4~;~ c'Z ', If A. B, C, D.E.C. Appro~e~'~l) W~ Log Present (Y/N) ~; //'Date Completed ___ ~'~ ~ota~~ Ca~d to Depth of Grouting St~t~ .... ~ .... ~ Pump Set ~ · . ~ .~ . . Casing .e~g,, Abo~d ~' ~ San,,ary Sea, on Cas,n~ Elect~al Wir~g in Conduit ~_ : Depression Arouna :Wellhead Separation Distances from Well:~ ~ To Septic/Holding Tank on Lot ~ ; On~d~ts To Nearest Edge of Absorption Field on Lot" ~n Adjoining Eots To Nearest Public Sewer Line t~ _~ ~3~fic Sewer C. ABSORPTION FIELD DATA '~' ; ' ~"': : ~ Sqds~Rahng,~q Absorption Strata : ; ! , ~ ,',' ~ '~ ~,~ .~r iWidth of Field square Feet of Absorption Area ' Depression oVer Field (Y/~ar f: . , Results of Last AdequacyI Test i;!' -'""'-' Separation Distance from' AbsorPtion Field: To Water_Supplyl Well ~"r-: :TYpe of System Design kength of Field ~ ¥' ~/0~ '~ Y~"~:~-, Y' ~'5': ~i , Depth of Field i - ~ D. LIFT STATION Gravel Bed Thickness ! ' /I oh standpipesi present~lq) ; Date of Last AdeqUacy Test To Property Line ,/~; J T° Building Foundabon Lot , :i ~ 7-- £0 i TO Water Maih/service Line To Stream/Pond/Lake/on Majo[i Drainage Course To Driveway, Parking Area, or ~Vehicle Storage Area Comments ; On Adjoining Lots To Cutbank (if (~" 7'-' Existing or;Ab,~ndoned System1' ;To / 3rebent) /~-,/~ on Page 2 of 2 72-026 (11/84) Date~Tm~ed : ~; : Dimensions! ;',~e-in Gallons ~'~--------.~.. ,~ Manhole/Access (Y/IX, "Pump On" Level at ~! i -""--~_ : "Pump Off" Level at i High Water Alarm Level at I ~~ ~N).I _ __-- _ Tested for "'; ~~es during Adequacy Test. Meets MOA Electrical Codes ~(Y/N) I~ r ~ ~ ~ Comment I ' Check ~ermitted Bedroom ~atin~ ~ainst H~ ~equest- ~ ce~i[y that I h~vo checked verified,'or conformed to all MO~ and H~A ~uidelines m effect on tho d, to o[ this inspection. Signe ~ ' Date ~ /~-2~-~ Company "~ C~ Il MOA No. ALASKA e VIRO ITle TAL £OFITROL SE RUICeS, I C. (~nqin~rinq ~ ~nuironmcnlol Studi~s May 30, 1985 Municipality of Anchorage Department of Health and Human Services 825 L. Street Anchorage, Alaska 99501 Attn: Susan Oswalt ~ ~ Dear Susan: .. ~ : / i~) Enclosed find a response to your question~oncernlng the S5 2 System installed for David MartlU,fliL6~i ~4', !BlOCk 3'~i ~outhPark TerraCe , subdi~i~-i6-n~! Addit~i~n! N~'. 2' Hopefully ~his'wi'l'i an~We'r Your questions ~'6~6e'r~'i~g,this matter.' 'i Was at the site during most of the installation of the system and the contractor was Larry Call of Grubstake, Inc, so if you need additional information it may be better to get in contact with me. Polaroid photographs are also available should you want to take a look at them. Please call if you have any questions. Sincerely, . Cords Civil Engineer ,,,~ 1200 ~esl 33rd Auenue, Suite B · Anchorage, Alasl~a 99503 · (907) 276-1361 Questions on the David Martin SB-2 System Municipality requires 6' separation between distribution lines not between treches. The way the inspection leads one to believe that the lines are separated by 3.5'. Municipality found that two of the lines are spaced 5' apart. These are located on the south side of the property. 3. The lines forming the "L" on the east side of the property are spaced 5' apart. 4. Total depth of trenches of 6'? 5. Monitor tubes tilted during backfill. 6. Design and actual system that was installed differ from the calculations shown on the permit. ,,-,, ALASKA IiCIIROIIIll llTAL COI1TROL S I uiC S, lilt. RESPONSE TO DHEP QUESTIONS ON DAVE MARTIN SB-2 SYSTEM 1. Improper Separation between lines of SB-2 pipe. The width of the trenches was measured at the top of the trench. The dimension across the bottom of the was trench approximately 2 foot. This leaves about 5' of undisturbed soil between each trench as shown in Figure 1. This also provides 6' separation between edges of adjacent'SB-2 pipes (Fig. 1). 2. Two (2) segments at 5' separation. No experimental data is available for the SB-2 system application in Alaska. The SB-2 system works somewhat differently than a conventional on-site sewer system. It may prove worthwhile to monitor a system with two lines with a five foot separation to determine, if possible, the performance characteristics of such a format. 3. Total depth of system. The design of this system calls for a minimum 4' depth of burial below finished ground level. The 6' depth of the system is the depth after final backfill & land- scaping. 4. Tilted Standpipes. The comment concerning tilted standpipes merely addresses the fact that the nature of the soil made it difficult to install them perfectly plumb durlng backfill operations. This will not affect their usefullness in monitoring. Installation does not conform to approved length required in design. The pipe installed at this site is 10" diameter SB-2. The comments made on the design submitted to DHEP refer to the 8" diameter pipe. ~Revlewing the calculatiOns for the 10" pipe it will become evident that the installed length is 2' shorter than the design length. This is 0.4% less area than required. Usual practical engineering design error is~0~/ See last page of this report. I/~_//~ 1200 ~Ucs! 33r(l Aucnu¢. Suite B · Anchoroq¢, Alosko 99503 ,{go7] 561-5040 Further Comments: The engineer inspecting the installation of this system halted work for one day beCause~the contractor did not have the DHEP permit at the site. The owner obtained a copy of the permit for the contractor to show the inspector. As things turned out only the first page was copied and presented to the engineer. ,This in turn left'the engineer uninformed of any comments and notes by DHEP personnel concerning this matter. These notes were not brought to light until the early part of April 1985 when the inspection Papers were reviewed by DHEP. Approved by: ~~~eid J//~., phD, PE res~/~nt Sincerely, F. Cords Civil Engineer ALASKA ENVIRO.~.~ENTAL CONTROL SERVICES, INC. 1200 West 33rd Avenue. Suite B ,ANCHORAGE, ALASKA 99503 (907) 561-5040 SHEET NO. ' OF CALCULATED BY '-~'"~" ~'~:~'~'~'~ DATE CHEC,<ED ~ ~ sc~ ~d P~CI.C/~a.[ ~ I~c.. C, mm, Ya~, 0 [471. MUNICIPALITY OF ANCHORA(~?/~ DEPT. OF' HEALTH & ENVIRONMENTAL PROTECTION OCT 2 0 RECEIVED 1Z~30 NO;~THRLiF WAY ~:~NCED DR,~NAGE ~YSTEM$, It~.. MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION OCT 2 SB2 PYPE ~ST INSTALTATION. GUAP~NUf In addition to ~' s~d~d~~ty, a copy of w~ch is sZ~ch~, ~ ~s chosefi to Eu~t~e ~he,p~rfo~ce ,of .the leach field as at the residence of (homeo~er.)~,,,/~ ~5~,~ ~. ~.,r~ ' , ~s ~a~nty ~.s intenSe~ to p~tect ~operty.**mers on whose property SB2 pi~e test Lusta~ations have .~en Ins~ ~ independent contrac- tors for ~e p~ooe of obt~g s~.tm~_de SB2 approve. ~DS ~mutees, for one ye~ f~m tbS- date, t~t' SE2 ~sed ~ the ~ field specifi~ abcve,. ~hen ~s~led in acco~m;cc ~ith ~s~.zt!cn ~str~ctions provided.by .~S, ~l perf,n-m Lu. such a mm~er as to n~eet or exce~ s~te ~d loc~ leach field requirements. ~,~-s guaranty'does not cover fai]nre-caused by the following: l) Faulty ius ~t~l~ation .due to contractor error or non-ccmpliancs ~ witch installation inStructibns provided by ADS.. 2) Fs3.1ure of septic tank(s) or any component outside of the <~ s ctual leach field hrea. - · · (if ~he SB2 pipe ~ls to pe~o= as ~ar~teed; ~S ~ pay to t.e re.ruer ~f the p~pe~y the orig~ .cost of ~e pipe w~eh ze~ed, plus the )origLu~ amo~t eh~g~ for ~s~]~ug it. ~,y c!~m .of defect or ~of perfo~ce ~der .this ~ty must ~ made.~th~n 90 days ~ter s~d . If~ure or defect is ~scover~, ~d notice ~st ~ sent~,to ~o~m~ W. ~~e liab~itles .of ~ ~e li~ted s°!ely.~d exclusively ¢o pa~ent as ~stated ~ ¢}~s &~t~ ~ sha~. not ~ ~able for ~uy ~ciden~, consequ~ti~ or oth~r a~ages u~,~n theories of contact,. 'neg~ence or tort. No ~,t~muty is given by ~q for ~v se~ic t-~ or ~y oz the co~onents ~f the ~yste.~ o~.~ the aptua~,!~ch ~ie!d/area. 0 ' ~ ALASKA ENVIRON .TAL "" ~'~ *CONTROL SERVICES, INC. ~'"': '1220 West 25th Avenue Suite B ANCHORAGE, A~S~ 99503 ' CALCULATED BY CHECKED BY DATE SCALE ......... t I T = ~ T i ,. , 1 , t ~ , : ~ ~ ' , ........................................ =.-,r ~. ~ .......... : '" i' ........ ..' ......... ; .......... ' ........ ~ .---/.r" --'t' ....... · ' ' i ~--~' ...................... '" .......... ~' ......... ,,~6) ,,~--- ,,~:' ....................... .~,d~ .,r..,/~_~. i~'i **** ~ ~. I ~ ; ~. 1 ;i ................ ~ ....... ~'~- ~-- '~";""---t ......... ~...it ....... 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" i : ......... ; .......... i ........ · ~ ' ,'~ ~ ...: i ~ ' :' : ~ / ¢,~...~,,:,,~. ............. : ............ - ........... ........ ; ...................... ~, ........... .~ .................................................. : ............................................ : ......... : ~ ~:~... ~roz/D. ~y~ :...~z:f%/~/r/~x//x,~/v/~-~,~.: .......... : ......... : ............................................... ; .............. : ........ ! ....... ; ....................... ! ......... .......... i ............ ~ i i ~ " .................. i ..................... i ......... ~ .......... i ....... i ........ ~ ....................... i ......... ~ ............ i ................... ~ ......... ~ ........ i ...... --'.., ...... ~ ................. ALASKA ENVIRON ,~,'~ITAL . ,CONTROL SERVICES, liNC. .1220 West 25th Avenue Suite B ANCHORAGE. ALASKA 99503 CHECKED BY DATE · SCALE ! t i---'---~ ..... i----i .... ? i ........ t--:::.--t'--t ..... PV~~ A tmicipality Anc oraae POUCH 6-650 A~CHORAGE. ALASKA 99502-0650 {907) 263-8101 TONr KNOwLE$. MA YOR August 16, 1984 DEPARTMENT OF PUBLIC WORKS Advanced Drainage Systems, Inc. Mr. Howard W. Reagan P.O. Box 1807 Bellevue, Washington 98009 Dear Mr. Reagan~ SubJect~ Corrugated Polyethylene.Pipe Approval © Pursuant to our previous discussion, we have reviewed the docu- mentation regarding the corrugated polyethylene pipe furnished by you. We now consider this an acceptable alternative to corru- gated metal pipe and cement concrete pipe, for installation under Municipality roads, driveway approaches, sub-surface drainu and storm drains--~'~h-~--the Municipality of Anchorage. Based on our finding of acceptability, we approved corrugated polyethylene pipe and fittings for drainage ~ystems in the Municipality of Anchorage on the same basis as corrugated metal pipe, subject to the followings 1. Documented adherence to the following specificationss a. Sizes 3', 4', 5', and 6' shall m~et or exceed all requirements of ASTH F-405-82 (Heavy .Duty) or AA~HTO H-252-811. b. Size 8' shall meet or ezceed all requirements of AS~I F-667-84 o__r AASHTO M-252-811o c. Size 10' shall meet or exceed all requirements of AST~ F-667-84 and AASHTO M-252-811. d. Sizes 12', 15', 18# and 24' shall meet or exceed requirements of ASTH F-66?-84~nd AASHTO ~-294-831. 2. Usual engineering considerations. · ign Supervisor Engtneerin9 Division Department of Public Works CW~/FAT/cJk ~/1/39 Lee Browning, P.E. Frank Hut>er Lon