The URL can be used to link to this page

Home My WebLink AboutWEBER LT 112AWeber Lot 112A #051-144-63 Municipality of Anchorage Development Services Department Building Safety Division Onsite Water and Wastewater Program, 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 Page of www.cLanchorege.ak.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW060217 PID Number: 051-144-63 Mame DONALD WEBER Wastewater System: i] New ❑ Upgrade A"m PO BOX 671196 CHUGIAK AK 99567 ABSORPTION FIELD Phoro 688-0485 NvW w a aeboaaa 3 12 Deep Tench O Shalxaa Trwxh 0 aea O MaaM O Dmw SW Raep Taal Dean hen arynM Oraoe LEGAL DESCRIPTION 0.8 GpoFe 10 FI. Bbac La112A Smclnrm. Depth W P" eonan eom W90111 areae Grant depth awran PVe' WEBER 5.5 Fl. 4.5 Fl To imp RsigeSeam. Fix aerie above orlparl Oracle Gravel L*Vh: <3.0 Fl. 63 Fl. Well: ❑ New ❑ Upgrade Graysi wean Nwl1 w a tors 1 Dmsicton o Not~ r NIA Y.5 Fl. FI Crsaarmm (Pmsie. A S. CI Taal DOPM Casa ro- Taal aowgm siva. Pp wit" EXISTING PRIVATE FI. I Fl 567 Fig IASTM 03034/17810 Draw Dau Dnitod Sw< Waw Leve lnwlw One emeira Fl OWNER 10113/06 Yea Pure six a "" Napa Mow c aaW TAN K GPM Fl. SEPARATION DISTANCES 0 Septic ❑ Holding ❑ S.T.E.P. O Other. To Septic Absorption Lift Holding ubliarPmate i10ww a ty From Tank Field Station Tank Sewer Line GREER 1000 G.I. Mnwm Number a Canpwwwas. Won -107' -102.5 25'+ HDPE 2 su,.a.wwor 100•• 100« LIFT STATION <a w aauw La Lm p -3' Gal 'Pune ori leve a 'Poop or tova w ho waw awm a Foviaelm NIA NCA /_ n n in - Pune Matra a Motel Etocarw WPeclgrr peaamecl by Cuun Don NONE KNOWN Remarks BENCH MARK ABSORPTION FIELD OVER LOT LINE. INGRESS EGRESS Loulm wa Dewpm. AGREEMENT SIGNED & RECORDED 1/22!2007. SEPTIC BOTTOM OF CORNER SIDING AT POINT -A' evalm SYSTEM IS NOT IN USE AT THIS TIME. 100 FL . • . - 11 Engineer's Stamp Inspections performed by:W1 III LIL21_ Dates: s: 1� 10/Bros� ,� %%Ikv chalakkils" "W 20d 10/16/06 ai� .e•......;.is�f,: Development Services Department Approval aeiti9 �j ; R Conditional Approval Date: •» N' tion A. Acfoa fv.. unaf r Reviewed and approved by: K/ Date: -2 R -0 S (Rev 04%) YZ, PERMIT No. SW060217 PAGE 2 OF 3 Municipal It of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.D. Box 196650 *Anchorage, Aloskn 99519-6650 • Telephone 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 112A, WEBER S/D P.I.D. No. 051-144-63 PROPOSED' 3 BEDROOM HOUSE LOT 112B q SEPTIC SYSTEM IS NOT IN USE AT THIS TIME 'I I ST I NEW ,DDD CALLON _HDPE SLPM1C IANK TBu .' • II= N A L �PO w`D n \C z �\N\ SCALE. 1• 40' EIj�A.R� � 6 A p� ........ qS fl — — — — — — — — — — — — — — — — — — — — — — -- -- or * rfi�%i 4* 30' UTILITY EASEMENT I •� • ~ + A. uDa.E 140.9 KAREN AVENUE PERMIT NO.SWO60217 PACE 3 OF 3 Municipatit of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 •Anchorage, Alaska 99519-6650 • Teleahone= 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 112A, WEBER S/D P.I.U. NO. 051-144-63 FINAL 97.1' FINAL GRADE--' 11 11 /--2" INSULATION 93.5' NEW 1000 V 93.3' GALLON HDPE SEPTIC TANK Al l z=00.3 00.1 101.5' 11 INSULATION 1=93.0' ?=92.9' WATER FOUND @ £34.3 82.3' B.O.H. N. T. S. 11 `Cl. L� A 2008-040597-0 ARecording Dist: 301 - Anchorage S 7/14/2008 3:10 PM Pages: 1 of 1 K A all''��Illlllllllllillllllilll!lillllilllilllllllllllillialallllllllll EASEMENT AGREEMENT The undersigned, in consideration of mutual agreement set forth below, grant, convey and affirm the following easement, effective this IIH day of;T f 2008, and agree to the conditions and restrictions as follows: 1, Donald Weber, hereinafter referred to as grantor, owners of certain real property herein after referred to as "Lot 1128; Weber Subdivision". According to the official plat thereof filed in the records of ANCHORAGE RECORDING DISTRICT, Third Judicial District, State of Alaska, do hereby grant to Donald Weber, hereinafter referred to as the grantee, as owner of certain real property hereinafter referred to as "Lot 112A: Weber Subdivision" according to the official plat thereof filed in the records of ANCHORAGE RECORDING DISTRICT, Third Judicial District, State of Alaska. An easement for an on-site wastewater disposal system to be located on Lot 11213; Weber Subdivision, together with right to maintain the on-site wastewater disposal system to include reasonable egress and ingress for pumping the septic tank and maintenance of the absorption area. The easement to be effective upon the signing of this agreement by the parties. 1. It is understood and agreed that setter service to Lot 112A; Weber Subdivision is to be provided by connection beginning on Lot 112A and extending onto Lot 112D. It is further agreed that the cost of maintenance of the in-place sewer lines shall be born by the grantee. 2. There shall be no charge for the use of the on-site wastewater disposal facilities so long as this easement is in affect unless a charge is arranged between the parties of their heirs or assigns or successors in interest by separate written at recment. 3. Grantor makes no warranty as to the adequacy of the wastewater disposal system and shall not be liable for any damages caused by the system failing to work adequately. 4. The grantor further agrees that the grantee shall have full, free and uninterrupted use of said easement for reasonable domestic use as long as such use does not create an unreasonable, adverse impact upon the grantor. 5. Failure to make use of the on-site wastewater disposal system herein described shall not be deemed abandonment of the said easement. 6. The grantee further agrees to bear all cost, if any, for the operation, maintenance andlor abandonment of the on-site wastewater disposal system andlor easement. 7. This easement from grantor to grantee shall be binding upon and inure to the benefit of the parties hereto, their heirs, legal representative, successors and assigns, and shall run with the land. Grantor: JJ Donald Weber(Lot 11213) Grantee: l .i f Donald Weber (Lot 112A) Subscribed and sworn to before me this / y+6'"day of 2008 for Donald Weber. My commission expires I Ttl ezo tT k te+'ri� tx+srll KAPV ,�n v`ctZ }yi�rf h^n r^• M.A w t+ v^^^ „� 7!r rrr't ♦ I'Tfl"tJ OT F' 2"(T bnna \•ter t:, r.,,..,.,,. . ...� 'I r ttl Return to: S"& S Enjineering 17034 N. Eagle River Loop Ste. 204 Eagle River, AK 99577 lAdsd states of^?wlp 11ateim~3 a J_ THIS 13 To CERTIFY that the foregoing Is a full, true snd Correa soPy of the document as It appears In the records and files of my of kAL IN THE WITNESS VMFHFOF, I have hereunto set my hand and /have mixed my official seal at Anchorago, Alaska, th'S nf 1i�.:�..1..r o ,voy -s9 yyrE ism � O 0 V V PXVN Av cn 0 jPr5�,. ` Pro T IS THE RESPONSIBILITY'OF THE OWNER OR BUILDER dRIOR TO CONSTRUCTION TO VERIFY PROPOSED BUILDING GRADE RELATIVE TO FINISM) GRADE AND UTILITY CONNECTIONS.•AND.TOIDFTERMINE THE.EXISTENCE OF ANY EASED MI •COtNANI•S.7'W- 2ESTRICTIO`1S WtRCH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT.- NOTE:ELEVATIONS ARE ASSUMED DATUM ASBUILT SEWARD & ASSOCIATES LAND SURVEYING 694-0829 1 HEREBY CERTIFY THAT I HAVE SURVEYED THE SCALE, FOLLOWING DESCRIBED PROPERTY•��_��%% lv�E7F'fUB, DATE, %L��.•��q�� AND THAT NO Et'JCROACHMENTS EXIST EXCEPT AS �I�f//> ,rA,P,. ,S� 44 INDICATED. IT IS THE RESPONS131LITY OF THE; 4c�TH�j Y d OWNER TO DETERMINE THS EXISTENCE OF ANY GRID ' •••=•••d_ / EASEMENTS, COVENANTS, OR RESTRICTIONS�irs� i.l� �Y WHICH DO NOT APPEAR ON THE RECORDED SUBDI- d VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD FB' d/ • .LS 169 8 no Mark •.e i ANY DATA HEREON BE USED FOR CONSTRUCTION //� .. z y�l OF FENCE LINES, OR FOR ESTABLISHING BOUND- DRAWN ARY LINES. • MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water& Wastewater Program ,� �11� 4700 South Bragaw Street \ YL P.O. Box 196650, Anchorage, AK 99519-6650 101 o �� (907) 343-7904 10113 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Jul 24, 2006 Expiration Date: Jul 24, 2007 Permit Number: SW060217 Parcel ID: 051-144-63 Legal Description: WEBER LOT 112A Design Engineer: 0003 S & S Engineering Site Address: 21715 KAREN AVENUE Owner Name: DONALD WEBER Lot Size: 47580 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 3 Owner Address: PO BOX 671196 CHUGIAK . AK 99567 - This permit is for the construction of: private Well ❑Water Storage F✓ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 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. pMW g129106 aes chQ�9e. %e�c� 2' wri)e, �I Vz' eSfui vc, 10� TD, 621 IPA 2 Received By: Date: Date: �2# - Municipality of Anchorage �. Development Services Department Building Safely Division Ori -Site % Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsite (907)343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. n5 I- I ULA_ (a 5 Property owner(s) DOVI Wzbe r Day phone 3.5/-5003 Mailing address e ,o C � Ak- Zip Code CI, 9_,S - Site address _2J7/5 %/5 Jarv.l Auent4e Zip Code Legal description (Sub'd, Block & Lot) Legal description (Township, Section & Range) Lot Size L4q , 5%l) Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field 9 Septic Tank IR Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 3 THIS APPLICATION IS AN: Initial q Upgrade ❑ Renewal ❑ 1 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. 2.S S b S ENGINEERING - s/ 17034 Epl# River Loop Road No. 204 (Signature of property owner or authorized agent) Receipt Number: C CC T J Receipt Number: O 5f 11 q r�tJ (Rev. 11/05) June 23, 2006 ROBERTC. COWAN, P.E. ROBERTA. SHAFER. P.E. CML ENGINEERS (907) 694-2979 FAX(907)694.1211 WALTHALRHOWTY MUNICIPALITY OF ANCHORAGE APPfOV"3 Development Services Department P.O. Box 196650 Anchorage, AK 99519 SEWER& WATER & WNDRENSKM REFERENCE: Lot 112A, Weber Subdivision SEWER&WATER It is requested that you issue a permit to install a new septic system to serve the "SPECi1ON proposed three bedroom dwelling on the referenced property. A test hole was excavated and a percolation test performed. The approximate location of ENGINEERWGST"S the test hole is located on the attached site plan. At the time of excavation 6/16/06, ground ANDREPOITTS water was found at 14 feet. After monitoring,Rtol�nd water was found at 14 feet. R Ler �.t r� w A}TV�R t' I S REC2ur s rpi-o, We do not anticipate any adverse effects on neighboring wells, septic systems, reserve WELLINSPECTION areas or drainage patterns by the installation of the proposed septic system. The &FLOWTEST construction of this system will not prevent any future development on any of the adjacent properties. SIrePLAM If you require additional information, please contact us. Sincerely, ROAD DESIGN 76&wan- SOILTEST RCM Enclosure PERCOLATION TEST STRUCTURAL & MECl MOM INSPECTIONS ON SITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER ALASKA 99577 1" = 30' DESIGN SITE—PLAN i U1 OomC�7 i <5F cn Ln w (D C7 G a .O(n0 n k r-1 C) ` r C �o Zv-nrr'i Z n wuN O m A p\� �] M Z /m �`•�,-••JI W O C r. --I m D N m K m Z --I i .001 F / A O / / ,IJ e > O r ff co O C) 0 N W TI ;0A0OM U1 OomC�7 f Z -u m M- 'O Oo II •3• n k m rlf l OCI �O ` r C �o coLn A M O Ln > I- F•.. x O p\� �] C ZO ~ �> :q O r M > O m O Z ff co O C) 0 N W TI pp U1 OomC�7 f O .'O rr 'O Oo II •3• O A11011 Z ` -3 coLn A M O Ln I- F•.. W p\� �] :q O M > m O A n 1 iA ff co O C) 0 Municipality of Anchorage Development Services Department Building Safety Division y 4 onsite Water and Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage. AK 99519-6650 www.cl.anchoraneak.us ak.us (907) 3437904 Performed For. Legal Description: Soils Log - Percolation Test Qf)er` DatePedc �OfJQAJ 54) Township, Range, Section: Slone F1 It Sr��d�9rav� I i3p j4►1iL5 WAS GROUND WATER Sa n d4 j9/ i�AVC({I.. ENCOUNTD WATER. s {,)If(rt I.►/k 5114E YES, AT WHAT DEPTM E O Depth to Water After I�r p Monitoring? E Date: 6 X3-06 p >� ROBERT C— COWAN CE -8801 tilt ,iZZZ� 4t` 1 ew `7, TISA Site Plan t Reading Date Gross Time Net Time Depth to Water Net Drop +,r e 5ock k e 6-19- 30 30 a011" S% >So - S 90 0 :30s N" s " $ " 157 15'0 30 /"10.3 $A aD 5 y" Qtvo S't PERCOLATION RATE b (MmWe✓erh) PERC HOLE DIAMETER (i " TEST RUN BETWEEN -7-5 FT AND "5 FT COMMENTS S& PERFORMED BY:17034 Eagle River Loop Road No. 204 1 CERTIFY THAT THIS TES WAS PERFORMED IN `ltFLVMATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: CIX310C S& ROBERT C. COWAN. P.E. ROBERT A. SHAFER, P.E. CML ENGINEERS (907)694-2979 FAX(907)694-1211 ON-SITE WASTEWATER DISPOSAL SYSTEM "E&TH&ITH R7Y APPROV&S CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS SEWER& WATER &WNEXTENSKM REFERENCE: Lot 112A, Weber Subdivision June 23, 2006 &FNE INSPECTION C710N GENERAL: 1. The scope of this project includes the installation of a new 1000 gallon HDPE septic tank a septic trench to serve the proposed three bedroom residence ENGIAA RE� ST10 ES located on the referencedro e P P ►tY• 2. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all IM T&"rwWTEST applicable State and Municipal Wastewater Disposal Regulations. 3. The contractor shall be responsible for obtaining any necessary underground utility locates. SITE PLANS 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. RDADDESIGN 5. Contractors installing wastewater disposal systems must be certified by the Municipal Development Services Department or ADEC if required, for system installations. Owners installing their own systems must also receive SOLTEST prior approval from the respective agency. PERcaATION SEPTIC TANK INSTALLATION: TEST 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. STRUCTURAL& MECKANCAL 14SPECTwTs 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. ONSITE WASTEWATER DISPG6ALSYSTEM DESIGN 17034 NOM EAGLE RNER LOOP • SURE 204 • EAGLE RIVER ALASKA 99577 Page 2 Lot 112A, Weber Subdivision June 23, 2006 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 TRENCII/DRAINFIELD INSTALLATION: 1. Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed -up) before gravel (sewer rock) placement. 2. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. 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. Pogue 9 Lot 112A, Weber subdivision June 23, 2006 / MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type ofPine 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 4200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever requirement applies. Page 4 Lot 112A, Weber Subdivision June 23, 2006 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: 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 anyway the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR / INSTALLER � J J t J N E r To: S&S ENG Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 198850 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET �Pe, V '<11 Legal description: WEBER LOT 112A The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on _ ❑ Calculation error in design. ❑ Additional soils information needed. ❑ Water monitoring results inadequate. _ ❑ Discrepancy in information submitted. _ ❑ Topographic information missing or inadequate. _ ❑ Incomplete; missing _ ❑ Incomplete; missing ❑ Additional adequacy test information needed. _ ❑ Water sample unacceptable. _ ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils Information submitted. _ ❑ Well log required. ❑ Omission In narrative. ❑ Insufficient fill over tank or field._ ® Other. NEED AN ENGINEERING STATEMENT WHY A LOT LINE WANER I$ REQUIRED, ARE THERE NO OTHER LOCATION TO PUT SEPTIC FIELD? THE PROPOSED SUBSURFACE DISPOSAL FIELD IS LOCATED IN AREA OF FILL NEED TO DETERMINE THE SURABILITY OF THE FILL FOR ITS INTENDED USE, IS THE BOTTOM OF SEPTIC FIELD 4' ABOVE THE SEASONAL HIGH GROUNDWATER? Name of reviewer: JOE GOODALL Date: 5/30/2006 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK