The URL can be used to link to this page

Home My WebLink AboutRAVEN MOUNTAIN ESTATES #1 BLK 1 LT 10s USE c:s ��es ;� � �-' :. �,�n�„e �.. d'�� s; � s � a I.R.�ermit Expired, Vault Privy built bul--!,;," in ir Mayor31ark Begich June 13, 2005 Municipality of Anchorage a P.O. Iklx EX67W • .tnchoragc,.11aAa 99.519-66N) • Telephone (9)7) 343.8301 • I'Am CN17) 343.82(NI 47(X) Br g,,Mv tilrccl • Anehomgc, Alaska 99M7 ilmrg Buildin(I SafAv DhHslon Dustin Huff P.O. Box 1152 Girdwood, AK 99587-1152 Subject: On -Site Water and/or Wastewater Permit. Permit Number: SW040287 Legal Description: Raven Mountain Estates #I Block 1 Lot 10 Dear Mr. Huff: An On -Site Water/Wastewater Permit, number SW040287, issued by this office for a single-family system, will expire on July 23 2005. The permit is 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 $115.00 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: $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, y &C9 Daniel J. Roth Program Manager On -Site Water and Wastewater Program Enc: Copy of permit Community, Security, Prosperity MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Jul 23, 2004 Expiration Date: Jul 23, 2005 Permit Number: SWO40287 Parcel ID: 076-032-09 Legal Description: SAVEN MOUNTAI ESTATES *I, SU BD IVISIO14 BLOCK 1 LOT 10 Design Engineer: 0019 Flattop Technical Services Site Address: NHN CROW CREEK ROAD Owner Name: DUSTIN HUFF Lot Size: 50431 SO. FT. Owner Address: NHN CROW CREEK ROAD Total Bedrooms: 2 Permit Bedrooms: 2 GIRDWOOD , AK 99587 - This permit is for the construction of: ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank E 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 dosed ori the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By. M Date: -7/Z-7 lc Z Date: 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 SEWERMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. I)r4LP -D3 -nq _Permit Number SW Property owner(s) liu r in /4u64 Day phone B ?ry — 7199 Mailing address (1) P o Box I I S z NH i I YDLi Ore P y- Rad - Mailing address (2) Crr �dGuaad� AAt Zip Code 99SS 7 Legal description (Lot, Block & Sub'd.) uf /0leek' f, RQ'^W^ P0" —'Xk #i Legal description (Section, Township & Range) Lot Size 5o. 03t Acres/Sq.Ft. THIS APPLICATION IS FOR: Number of Bedrooms P Sewer Only ® Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: H60 =- Waiver Fees: _ Date of Payment: q1%) /6� Date of Payment: Receipt Number: 554�a Receipt Number: (Rev. 12/00) ,FLTOP.:TEG`HIIAL SERVICS. CINU & ENYatOtiNffNTAL ENGLYEERLNG • ENERGY CONSERVATION 6 ANALYSIS THEODORE F. MOORE, P.E. 14530 ECHO ST. Pit: (907) 345-1355 ANCHORAGE, ALASKA 99516 July 20, 2004 M.O.A. DSD P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: The purpose of this letter is to provide the required design narrative in support of our application for a permit to install a vault privy on Lot 10, Block 1, Raven Mountain Estates, Unit #l, located on Crow Creek Road in Girdwood. A site plan, design drawings and specifications are enclosed for your review. The owner of this lot is in the process of applying for a land use permit allowing use of a cabin as a dwelling on this lot. After consultation with Municipal officials he has elected to install a vault privy to avoid the disturbance associated with test hole excavation, as well as to save the cost of the soils analysis. He is aware that this permit will not allow him to drill a well on this lot and he plans to utilize water transported in plastic jugs for eating, drinking and washing. The owner is also aware that his gray water will have to be collected and disposed of properly off-site. The topography of much of the lot slopes steeply down towards the north and east; however the area where the vault privy will be installed is on a relatively level abandoned roadway. The proposed vault privy will be situated a minimum of 100 feet from a small stream that traverses the lot. The proposed project, if operated in accordance with Municipal requirements, will have no significant impact on present or future water supply and wastewater disposal systems serving adjacent properties, nor will it have any significant impact on reserved space -surface and subsurface, or on drainage. Please give me a call at 345-1355 if you have any questions on this submittal. Sincerely, <.W/' Ted Moore, P.E. cc: Dustin Huff Mail address: P.O. Box 1152, Girdwood, AK 99587 Ph. 830-7199 U) W m 0 LL J z 0 z x a x U \ LOT 11 (VACANT) LOT 10, BLOCK 1 RAVEN MOUNTAIN ESTATES UNIT #1 \ \ ,�--------------- v .000, ------- 5/ / / / 000 PROPOSED �/� 18'x24'CABIN; .10R 100' / V SURFACE WATER CONSTRUCT VAULT PRIVY PER APPROVED DESIGN LOT 9 (VACANT) LOT 10 E jr ir !' 070 �• •...... FLATTOP 1! f .THE ORE F. AEOOR! ; 1F 14530 ECI '•P r ANCI IOW . .' Ra NOTE: T ALL LOC/ CONSTRUCT VAULT PRIVY PER APPROVED DESIGN 500—GALLON SEPTIC TANK 4" VENT PIPE _MANHOLE O RISER D] — SEAT 4'x4' PRIVY STRUCTURE PLAN VIEW 4'V NT PIPE 4'x4' PRIVY STRUCTURE SEAT ri k, FINAL GRADE OVER TANK MANHOLE RISER c5MGALLON: 'SEPTIC TANK r Q� c.,.tl� 47 ;•.r"^�0 CROSS-SECTION VIEW *�. �9TM �� i.••..•.••1•••••••••..•11f,I Y LOT 10, BLOCK 1, RAVEN MOUNTAIN EST. 41 •••••;• •c o THEODORE VAULT PRIVY :. F. YOORE `; r„_•.,. CE -3589 erg PLAN AND CROSS-SECTION FLATTOP TECI INICAL SERVICES i SCALE: 1” - 5' 14530 ECHO STREET DRAWN BY: TFM ANCI IORAGE, AK 99516 JULY. 2004 •a VENT PIPE— SPRING _ DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION :JUN ECEIVED —SCREENED VENT 4 -CONCRETE 2-V REM cI ea ROO CONSTRUCTION NOTES I. SIDES 8 DOOR CAN BE TONGUE 8 GROVE WOOD OR EXTERIOR PLYWOOD 2. DIMENSION LUMBER CAN BE 2x3.OR 2'x4' 3. RROOOFAN BE STRENGTH TIGHT MATERIALOF ' �G TI, CG Fr, 77 A, A Li. SPACE1 I Section A•A WOODEN CRIBBED PIT w/ OPEN BOTTOM Tl; ! � I t` 3- A i t Section A -A `--3-CCNC.WALLS 8 BOTTOM SCREENE2j VENT NOTES I. THE PRIVY MUST BE'LOCATED AT LEAST 100 FEET FROM ANY DOMESTIC WATER SUPPLY 0r wZTt bodTZ ^. CA -mak c,p)tl�Gceic r.as.�:••r�.s ;-:. 2. THE BOTTOM OF AN OPEN PIT CANNOT LEGALLY BE CLOSER THAN 4 FEET TO THE WATER TABLE. A WATER TIGHT CONC. TANK CAN BE INSTALLED INTO THE WATER TABLE. IF NECESSARY. 3 THE PIT SHOULD HAVE AT LEAST 50 CUBIC FEET OF STORAGE CAPACITY AND BE CONSTRUCTED OF MATERIALS THAT DO NOT DETERIORATE RAPIDLY. 4 VENT THE PIT THROUGH THE SEAT BOARD WITH A FLUE OF AT LEAST 7 $0. IN OF AREA. INSTALL THE FLUE FLUSH WITH THE UNDERSIDE OF THE SEAT BOARD AND EXTEND IT AT LEAST 12 IN. ABOVE ROOF LEVEL. INSTALL VENTS TO ALLOW ENTRANCE OF AIR INTO THE PIT. 5. PROVIDE A SCREENED VENT NEAR THE TOP OF THE BUILDING TO PREVENT TRAPPED ODORS. 6 THE PRIVY SHOULD BE INSECT -TIGHT WITH A SELF- CLOSING DOOR (SPRING OR COUNTER WEIGHT), ALL VENTS SHOULD BE COVERED WITH 16 MESH SCREEN. 7 HINGE THE SEAT COVER IN SUCH A MANNER THAT IT WILL FALL SHUT. THE SEAT COVER SHOULD FIT TIGHTLY OVER THE SEAT OPENING TO KEEP OUT PIT ODORS. 8. USE POLYURETHANE PAINT ON ALL INSIDE WOOD SURFACES CC%CIETE PIT ( WATER T:GHT TANK) inYattop 7echnica[Services 14530 Echo Street, Anchorage, JIX99516 Thone (907) 345-1355 Lot 10, Block 1, Raven Mountain Estates N1 Crow Creek Road, Girdwood, Alaska Vault privy installation Specifications 1.0 General: 1.1 The scope of the project consists of installation of a vault privy utilizing an approved 500 -gallon septic tank to contain excreta, which will then be pumped and transported to an approved disposal facility. 1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor deviations from these drawings may be allowed or required by the engineer conducting the inspection. All construction procedures and material specifications shall conform to Municipal and State requirements. All separation distances shall be in conformance with Municipal requirements, unless specifically waived. 2.0 Vault Privy Tank: 2.1 The new 500 -gallon single -compartment septic tank shall be Municipally approved and have a bituminous coating. The manhole shall be fitted with a waterproof manhole riser extending to just below the level of the seat in the privy. An uncapped vent pipe made of ASTM D-3034 PVC shall be plumbed into the side of the manhole riser and from there extended up through the roof of the privy structure. 2.2 The aboveground privy structure shall be fabricated to the owner's design in accordance with all of the requirements of the latest edition of the Sanitarian's Handbook or as illustrated on the Municipal handout. 3.0 Inspection: 3.1 One (1) engineering inspection will be necessary after the privy is constructed to document conformance with these specifications and Municipal requirements. The owner shall provide a receipt documenting that the tank is an approved coated septic tank.