HomeMy WebLinkAboutPROSPECT HEIGHTS #2 BLK 8 LT 4Prospect Heights #2 Block 8 Lot 4 015-134-73 EXPIRED 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 WATER SUPPLY PERMIT Initial Permit Number: SW040102 Legal Descriptions. PROSPECT HEIGHTS #2 BLK 81-T 4 Design Engineer: 0003 S & S Engineering V Owner Name: David and Susanna Powers Owner Address: P.O. Box 110497 Anchorage , AK 99511 - Date Issued: May 05, 2004 Expiration Date: May 05, 2005 Parcel ID: 015-134-73 Site Address: 008091 OMALLEY RD Lot Size: 100465 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By. Date: Issued By —( mf` Date: S S o 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 99519-66 gt �W t f A 1, v www.ci.anchorage.ak.0 �� L (907) 343-7904 �oM ON-SITE SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. /3y- 73 Permit Number SWbyolaZ d d Vj Da phone Sln 1 '<io41 Qrs Property owner(s) L. Unci SoSabnt.t /'�- Mailing address Mailing address (2) Zip Code 5 Legal description (Lot, Block & Sub'd.) /-0/- H r (3 t 8 r PRoc 2r -c i E/fs *2— Legal description (Section, Township & Range) Lot Size /b0 "/&E Acres THIS APPLICATION IS FOR: Number of Bedrooms Sewer Only ❑ Well Only Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application is being made for a Single Family-DwellMg and is in accordance with applicable Municipal Codes. (Signature of pro er ner or authorized agent) Permit Fees: /74;-• Waiver Fees: Date of Payment: �21/3610r-1 Date of Payment: Receipt Number: Receipt Number: (Rev. 12/00) �T— Municipality of Anchorage :. Mark Begich, Mayor _ err Bttilding Safety Diiision SA, P.O. Box 196650.4700 Bragaw Strcct Anchorage, Alaska 99519.6650 • (907) 31:3.8301 • Fax (907) 353.800 September 24, 2003 http://ui%w.muni.org Harvey Prickett 405 E. Fireweed Lane Ste 203 Anchorage, AK 99503 Subject: On -Site Water and/or Wastewater Permit. Permit Number. SWO20397 Legal Description: prospect Heights #2 Block 8 Lot 4 r Dear Mr. Prickett: An On -Site Water/Wastewater Permit, number SW020397, issued by this office for a single-family system, will expire on October 8, 2003. 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 anew permit, the fees are: $400.00 for a wastewater permit and $150.00 for a well permit. If you have any questions, please call this office at 343-7904. Sinc ely, W &W J tes Cross, P.E. Manager 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 j-2-©3 Jt'3C 2: 3C_ ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW020397 Legal Description: PROSPECT HEIGHTS #2 BLK 8 LT 4 Design Engineer: 0003 S & S Engineering Owner Name: Harvey Prickett Owner Address: 405 E. Fireweed Lane - Suite #203 Anchorage , AK 99503 - Date Issued: Oct 08, 2002 Expiration Date: Oct 08, 2003 Parcel ID: 015-134-73 Site Address: 008091 OMALLEY RD Lot Size: 100465 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy All construction must be in accordance with: 1. The attached approved design. Private Well ❑ Water Storage 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: % a � k>/ o Z— Date: 1 U q aZ Wilicilpaiity of AillCliorage • bevefopment Setvices bepartment ° r ? Building Safety Division 4 ; h On -Site Water and Wastewater Program $ a E T Y 4700 South bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchotage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION POR A SINGLE (=AMILY DWELLING Parcel I.D. 015-- 1-3q — -73 Permit Number SWO20321 Property owner(s)W ARyEy P Rlcy1 g-.-tI Day phone Mailing address (1) �'i a pelma C-0 -- 40 5 lc Z03 Mailing address (2) A t3 e.lkoI,A 6sr A)?, Zip Code I `1S o 3 Legal description (Lot, Block & Sub'd.) j.r,^4 ByK-9, YLOSP4cl NW(V'A SI -A "� Z Legal description (Section, Township & Range) Lot Size LO -4--(•-6' :FT ,Ccxas/Sq.P . Number of Bedrooms to `!& This APPLIcATioN IS Poll: Sewer Only ❑ Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade [] THIS PROPBRTY CONTAINS: Not Tub d Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool 0 I certify that the above information is correct. I further certify that this application is being made for a Single Family bwelling and is in accordance with applicable Municipal Codes. lff&% C_ $ & S ENGINEERING (Signature of property owner or authorized agent) 17034 Eagle River Loop Road, a Eagle River, Alaska 99577 Permit Fees: If S75 -eq, `'� Waiver Fees: bate of Payment: I D I a-1 o '- bate of Payment: Receipt Number: s a 'i 6 S' 7 i receipt Number: (Rev. 12/00) Yr iginCEKing ROBERT C. COWAN, P.E. 7 7 CIVIL ENGINEERS (907) 6942979 FAX (907) 694-1211 September 30, 2002 4 AP RO A SHORITY MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK. 99519 SEWER&WATER MAIN EXTENSIONS REFERENCE: Lot 4, Block 8, Prospect Heights S/D #2 SEWER & WATER INSPECTION It is requested that you issue a permit to. install a septic system to serve the proposed four bedroom dwelling on the referenced property. A test hole was excavated and a percolation test was performed. The approximate location ENGINEERING STUDIES AND REPORTS of the test hole is located on the attached site plan. At the time of excavation on 8/13/02 water was found at 19 feet. After seven days of ground water monitoring water was found at 18 & % feet. WELL INSPECTION &FLOW TEST 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 SITE PLANS properties. If you require additional information, please contact us. ROAD DESIGN , SincerelyZowan, SOILTEST Ro ert P.E. RCC/jhm PERCOLATION TEST Enclosure STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP + SUITE 204 + EAGLE RIVER, ALASKA 99577 To, �° \ ✓I rNI� I00 , c \ A�;11H 16 0 MT 16 kAT \ \ CONTAINS \ \ \ NO WATER \ AS OF \ \ 9/16/02 Pring M INSTALL DOUBLE J J CLEANOUTS I J CD NEW 1300 HDPE J J SEPTIC TANK I J Np wf<<J IvIrHIN Sear10 x_20 J 64' 1p0"* s e Anch 111' j 44 INSTALL% FCO TS ACHMENTS b �40/+ SHOWN ONSTHIISSSITENPLAN ARE ASO SHOWN ON DESIGN CRITERIA: b b AN AS -BUILT SURVEY DRAWN BY: 4 BORM = 600 GPD O � WILLIAM D. FLEMING SOILS = 0.3 GPD/SQ.FT. d IT IS THE RESPONSIBILTY OF THE CONTRACTOR 600/0.8 = 750 SQ.FT. REQ'D. TO VERIFY EASEMENTS, REQUIRED SEPARATION DISTANCES, AND PROPERTY LINES PRIOR TO TRENCH CRITERIA: CONSTRUCTION. 12' DEEP CONTRACTOR IS REQUIRED TO 7' EFFECTIVE 3' WIDEOBTAIi LOCATES 54' LONG PRIORNTOTILITY ANY EXCAVATION WORK. J J J ALL PORTIONS OF SYSTEMWITH J COVER E EQUIRESS NINSULATION. J J 1 S�Qax 0 J J W 110' PROPOSED TRENCH J J To, �° \ ✓I rNI� I00 , c \ A�;11H 16 0 MT 16 kAT \ \ CONTAINS \ \ \ NO WATER \ AS OF \ \ 9/16/02 Pring M INSTALL DOUBLE J J CLEANOUTS I J CD NEW 1300 HDPE J J SEPTIC TANK I J Np wf<<J IvIrHIN Sear10 x_20 J 64' 1p0"* s e Anch 111' j 44 INSTALL% FCO 17034 EAGLE RIVER LOOP ROAD EAGLE RIVER, ALASKA 99577 LOT 4, BLOCK 8, PROSPECT PHONE# (907)694-2979 DRAWN BY: CHECKED BY: DATE: FAX# (907)694-1211 J.H.M. R.C.C. 9-30-07_ 0 0 HTS S 2 OF 2 1 1 " = 20' U A�O >f�BERT C. COWAN�Q la�v�. CE -8801 4 b �40/+ O b b t� O � 40%+ d 17034 EAGLE RIVER LOOP ROAD EAGLE RIVER, ALASKA 99577 LOT 4, BLOCK 8, PROSPECT PHONE# (907)694-2979 DRAWN BY: CHECKED BY: DATE: FAX# (907)694-1211 J.H.M. R.C.C. 9-30-07_ 0 0 HTS S 2 OF 2 1 1 " = 20' U A�O >f�BERT C. COWAN�Q la�v�. CE -8801 STRUCTURES, EASEMENTS, OR ENCROACHMENTS SHOWN ON THIS SITE PLAN ARE AS SHOWN ON AN AS—BUILT SURVEY DRAWN BY: WILLIAM D. FLEMING IT IS THE RESPONSIBILTY OF THE CONTRACTOR TO VERIFY EASEMENTS, REQUIRED SEPARATION DISTANCES, AND PROPERTY LINES PRIOR TO CONSTRUCTION. rrinig O'MALLEY ROAD 17034 EAGLE RIVER LOOP RO EAGLE RIVER, ALASKA 99577AD LOT 4, BLOCK 8, PROSPECT HEIGHTS S PHONE# (907)694-2979 DRAWN BY: CHECKED BY: OATS: SHEET: FAX# (907)694-1211 J.H.M. R.C.C. 1 9-30-02 1 OF 2 CONTRACTOR IS REQUIRED TO OBTAIN UTILITY LOCATES PRIOR TO ANY EXCAVATION WORK. DESIGN CRITERIA: 4 BDRM = 600 GPD SOILS = 0.8 GPD/SQ.FT. 600/0.8 = 750 SQ.FT. REQ'D. TRENCH CRITERIA: 12' DEEP 7' EFFECTIVE 3' WIDE 54' LONG 2 1 l're, ROBERT C. COWANw CE .8801 }lam' al 50' \ ALL PORTIONSOF SYSTEM / WITH LESS THAN 3.5' OF COVER REQUIRE INSULATION. i 1 1 r 1 Anch Lem1 3 11 11 1. I 1 1. 11 61 1, II 11 1. I I, II .I I I / 1. 7 1 J5� 1 I A 1 I y c S W uo' PROPOSED TRENCH I i INSTALL DOUBLE PQ CLEANOUTS I Io ,C O{ 5�v NEW 1300 HOPE 1 I V b M SEPTIC TANK I I M 4All" Nkh 1: CO MT `12t CONTAINS INSTALL \ FCO NO AS OF \ \ ,p b 9/16/03 CD - , 0 \ O I 5 rrinig O'MALLEY ROAD 17034 EAGLE RIVER LOOP RO EAGLE RIVER, ALASKA 99577AD LOT 4, BLOCK 8, PROSPECT HEIGHTS S PHONE# (907)694-2979 DRAWN BY: CHECKED BY: OATS: SHEET: FAX# (907)694-1211 J.H.M. R.C.C. 1 9-30-02 1 OF 2 CONTRACTOR IS REQUIRED TO OBTAIN UTILITY LOCATES PRIOR TO ANY EXCAVATION WORK. DESIGN CRITERIA: 4 BDRM = 600 GPD SOILS = 0.8 GPD/SQ.FT. 600/0.8 = 750 SQ.FT. REQ'D. TRENCH CRITERIA: 12' DEEP 7' EFFECTIVE 3' WIDE 54' LONG 2 1 l're, ROBERT C. COWANw CE .8801 }lam' al 50' Municipality of Anchorage ]NEER' Development Services Department Building Safety Division •• .»«« .:. .9, y� on -Site Water and Wastewater Program ,,r,r«•<�••._...., p 4700 South Bragaw SL ? kOBERT C. COWAN� P.O. Box 196650 Anchorage, AK 99519-6650 f i„ vnvw.a.anchorace.ak.us IPA CE 8801 � (907) 343-7904 • ' ��r`',! Soils Log - Percolation Test / Performed For: k +4 w C 0 M/3 /3n r/ / ^' C Date Performed: l 3 / 0 Legal Description: L07- V Township. Range, Section: tAr5 # Slope Depth 6- 7-1 r - V COMMENTS M6 WAS GROUND WATER S ENCOUNTERED? 7 q � S IF YES, AT WHAT DEPTH? r L Cr M Depth to Water After r p Monitoring? % O �. E oats: $%ao%cx 3,®,q . Reading Date Gross Time Net Time Depth to Water Net Drop 3o 30 60 3 a 11, ,� ( r1 3/4 3 siy ., PERCOLATION RATE !• S (minulesinch) PERO HOLE DIAMETER TEST RUN BETWEEN �(r-j FT AND_Fi S & S ENGINEERING PERFORMED BY: 17034 Lvb River ,wry Q4� No«/_ CERTIFY THAT THIS TEST WAS PERFORMED IN ��€AjTktM-WE AND MUNICIPAL UI LINES IN EFFECT ON THIS DATE. DATE: 1,-0 0 S& ROBERT C. COWAN, P CIVIL ENGINEERS (907) 694-2979 FAX(907)694-1211 ON-SITE WASTEWATER DISPOSAL SYSTEM ROVA HORITr APPCONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS SEWER&WATER MAIN EXTENSIONS REFERENCE: Lot 4, Block 8, Prospect Heights S/D #2 September 30, 2002 SEWER&WATER INSPECTION GENERAL: 1. The scope of this project includes the installation of a 1300 gallon HDPE ENGINEERING STUDIES septic tank and a new trench to serve the proposed four bedroom residence AND REPORTS located on the referenced property. 2. Construction shall be in accordance with the approved site plan and design WELL INSPECTION drawings, Municipal permit with any special provisions or conditions, and all &FLOWTEST applicable State and Municipal Wastewater Disposal Regulations. 3. The contractor shall be responsible for obtaining any necessary underground SITE PLANS 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 Health Department for system installations. Owners installing SOIL TEST their own systems must also receive prior approval from the Municipal Health Department. PERCOLATION SEPTIC TANK INSTALLATION: TEST 1. A septic tank is to be constructed by a certified septic tank manufacturer. STRUCTURAL& Construction shall include two 4" cleanouts for pumping access. MECHANICAL INSPECTIONS 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. ON SITE WASTEWATER DISPOSAL SYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER, ALASKA 99577 Page 2 Lot 4, Block 8, Prospect Heights S/D #2 September 30, 2002 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. 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: 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. 3. 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. 6. A subsurface disposal field may not be located on a slope greater than 25 percent unless there is an approved exception documented. Page 3 Lot 4, Block 8, Prospect Heights S/D #2 September 30, 2002 MINIMUM MATERIAL SPECIFICATIONS: 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. 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: Page 4 Lot 4, Block 8, prospect Heights SID #2 September 30, 2002 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 cavy 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 January 10, 1986 F.O. BUX 6650 A^JCHORAGE, ALASKA (99502-0650 (907)) 284-4111 IO,NY KN n'LES. "IA YGR DEPARTMENT OF HEALTH & HUMAN SERVICES TO: Permit Applicant Subject: Permit # 850222 Lot 4 Block 8 Prospect Heights Subdivision #2 A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1985. 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(three part form) must be sent to this office for review and approval,and for documentation. If there are any further questions, please call this office at 264-4720. Sincerely; Susan E. Oswalt Program Manager On-site Services SEO/ljw enc: Copy of Permit r� �Wd I U. DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L STREET, ANCHORAGE, 0K 99501 — 264~4720 ^ 1: -w-M M 112W@to: 971 too lot Ell A.. U Fo17 17 0 H -1 T: -7 PERMIT NO: 850222 DATE ISSUED: 05/24/85 APPLICANT: KURT STENEHJEM ADDRE�S: 406 W FIREWEED LN #203 ANCHORAGE� AK 99503 CONTACT PHONE: 248 074 LEGAL DESCRIP: SUBDIVISION: PROSPECT HEIGHTS 4*2 LOT: 4 SECTION: 13 TOWNS!.;IP: 12N RANGE: 3W LOT SIZE: 2.5A (SM .FT. OR WRES) MAX BEDROOMS: 5 S/4 G "- w MUNICIPALITY OF ANCHORAGE ae DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERFORMED FOR: �C/� !� DATE PERFORMED: LEGAL DESCRIPTION:/J; ✓� CSI-- -U/,) or d1j1u�j (J /17/ / SLOPE SITE PLAN COMM PERFORMED BY: SOI LS LOG 0 7,�, PERCOLATION TEST WAS GROUND WATER �/� L ENCOUNTERED? /!, O P E IF YES, AT WHAT DEPTH? Reading Date Gross Time Net Time Depth to Water Net Drop lag v '3z 1)7 1 /5 zog /D S Z� /0 PER OLATION RAT `/ l'•'y (minutes/inch i TEST RUN EjWEEN FT AND FT