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HomeMy WebLinkAboutSAND LAKE #2 BLK 2 LT 8and Lake #2 Block 2 Lot 8 #011-133-41 Municipality of Anchorage Page of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: t, (aa: PID Number: ())I - t 3 .?-�. - 141 Name: `` L L vu P. =N -L �. � K�L�Y -J . /ivd�L=itce Wastewater System: ❑ New 0 Upgrade Address: �t 81101 SCA141 W �7. 41,_14 !+k ABSORPTION FIELD Phone: No. of Bedrooms: Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION Soil Rating: 0 Total Depth from original grade: ` I GPD/Sq. . Ft. 1 Lot: Block: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe �Rt taA Lp�� �-� ��, s Ft. .� ,.5I Ft. Township: Range: Section: Fill added above original grade: Gravel length: _ WELL: ❑New ❑Upgrade Gravel width: 1 '13 Number of lines: Distance between lines: L- )S IS-T 1 r5 C: Ft. Ft. Classification (Private, A,B,C): Total Depth: Case Total absorption area: Pipe material: Cj_A S °Ctl Ft. .� SQ. Ft. ASTM 0"-3,%44 /F16iv Driller: rilled: Static Water Level: Installer: Date installed: Ft.I ltij � I� 0 E,)C G •- 1 Z — 1 1 - `) Yield: Pump Set at: Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES IN Septic ❑ Holding ❑ S.T.E.P. To Septic Absorption Lift Holding Public/Private Manufacturer:Capacity in gallons: From Tank Field Station Tank Sewer Lines Art e.t}" C,9 TMY - Icc) C7 Welh I loz` Material: Number of Compartments: 166' 7- -5 2 SurfaceLIFT STATION Water I cx)1 ¢- (oci Lot1 Size in gallons: Manufacturer: Line 1 1) Foundation ) i "Pump on" level at: "Pu "If'—level at: High water alarm at: Curtain Pump Mak el I Electrical Inspections performed by: Drain 1�3n1e A1c u' BENCH MARK Remarks:` iJ Ji ro-Grn Location and Description: LLA SS "C11 Lv6LL -n fAPiIL -jg-A — 13C,irrnpN ©F 51i)10e, "A" Assumed Elevation: 116 FX IS 7rnC,. T1 C- /A.YK %j,I tPt0 C- fie AC,V�/)_.'`l tG' .S`i14 'JS/l44 Inspections performed by: S & S ENGINEERING Dates: 1st i z i y Z+1 f„ z✓ o 17034 Eagle River Loo Road, No. 204 g p 2nd I -Z' 1 ri " 1{, O�1 z ROBERT C. CO'NAN p 4 Eagle River, Alaska 99577 CE iso �Qa� Department of Healt H man S rvices approval ;;.., ...,' ,and Reviewed and approved by: Date: 72-013 (Rev. 9/91) MOA 25 Permit No. Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report LOT 8. BLOCK 2. SAND LAKE S/D W2 _._ .. 011-133-41 72-013 A (Rev. 9/91) MOA 25 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW960368 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:LAWRENCE LAWRENCE J & KELLY J OWNER ADDRESS:8119 SEAVIEW ST ANCHORAGE, ALASKA 99502 PARCEL ID:01113341 LEGAL DESCRIPTION: SAND LAKE #2 BLK 2 LT 8 LOT SIZE: 6750 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED:11/27/96 EXPIRATION DATE:11/27/97 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 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED E ISSUED BY: DATE• DATE:- �/-2 7-& ® u ° ci of Anchorage Department of health and Human Services 825 "L" Street Rick Mystrom, MayorP.O. Box 196650 Anchorage, Alaska 99519-6650 December 91 1996 Robert C. Cowan, P.E. S & S Engineering 17034 Eagle River Loop Road Suite 204 Eagle River, Alaska 99577 Subject: Waiver Request for Lot 8 Block 2 Sand Lake Subdivision #2 Waiver Request #W11960044, PID #011-133-42 Dear MT. Cowan.- Your owan: Your request for a waiver of the required 10 foot separation between an on-site wastewater disposal system and a lot line has been approved. The waived distance(s) are the lot line of a proposed trench to the east property line of 1 foot and proposed trench to the north property line of 4 feet. This approval applies to the existing on-site wastewater disposal system lot line separation only. Any future upgrade to the on-site wastewater disposal system will require all separations be met or another approval from this department. If there are any further questions or concerns regarding this waiver, please call our office at 343-4744. Sincerely, w �� jv Daniel J. Roth Civil Engineer On-site Services DJR;Ijm: Lawrence MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-site Services Section Waiver Review Worksheet WR960044 PID# 011-133-42 HA# Permit # Jate Received: August 21, 1996 Legal Description: Lot 8 Block 2 Sand Lake X12 Engineer: Robert C. Cowan, P.E., S & S 17034 Eagle River Loop Road, Suite 204, Eagle River, Alaska 99577 Applicant: Lawrence J. Lawrence Waiver Requested: Lot line waiver of proposed trench to the east lot line of 1 foot; Proposed trenche to the north property line of 4 feet Criteria: 1. Geology: Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: 2. Special Conditions: 3. Other: Waiver is Granted: X Waiver is NOT Granted: List Conditions or Reasons for above: 5FE tv61A1EE1?S Aj-rfi,,,GED LE'7_R OF ,74 5-TiF164TiyN Date: By: VAA/ Name of Reviewer Rec #: \ x'6011 Amount: $ Date Paid: DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE WESTERN PUBLIC SERVICE OFFICE 555 CORDOVA STREET ANCHORAGE, ALASKA 99501 October 31, 1996 TONY KNOWLES, GOVERNOR (907)269-7505 RECEIVED �Jov 11996 Mr. Robert C. Cowan, P.E. Nl Engineering un Health & or r ca In' a e S & S En g S r Dept. Health Human Services 17034 North Eagle River Loop, Suite 204 Eagle River, Alaska 99577 SUBJECT: Lot 8, Block 2, Sand Lake S/D #2, Separation Distance Waiver AWPSA Project Number 9721 -WV -233-011, Review Dear Mr. Cowan: This letter is in response to the submittal received on August 26, and October 7, 1996, regarding separation distance waiver of 100 ft from the proposed septic system upgrade on Lot 8, Block 2, Sand Lake subdivision #2 to Class "C" public water system source well on Lot 6, Block 2, Sand Lake subdivision #2. This Department has completed its review on the submittal which include a cover letter, soils log, site plan, well log and water quality analysis of the source well on Lot 6. From our review, it appears the lesser separation distance could provide the need treatment of the wastewater which is need to protect public health and the environment. Therefore, in accordance with the provisions of 18 AAC 80.030, the following separation distances are granted: Between the existing Class C Public Water System Source Well located on Lot 6, Block 2, Sand Lake Subdivision #2 and the wastewater disposal system (septic tank and soil absorption system) located on Lot 8, Block 2, Sand Lake Subdivision #2, from 150 to 100 feet. The following are requirements of the above granted waiver: Verification that the vertical separation distance of four (4)feet between the lowest part of the soil absorption system and the seasonal high ground water has been meet. In addition, verification of the in-situ soils will need to be submitted to this office. A Mr. Cowan 2 October 31, 1996 As -built drawings, under the stamp of a Professional Engineer (P.E.), needs to be submitted to this office within 90 days of completion of the project. The as -built drawings will need to include a cross section of the soil absorption system. This waiver will remain valid until the wastewater disposal system on Lot 8, Block 2 again requires upgrading. If upgrading or replacement is necessary, due to the small lot size and the high density of wastewater disposal systems, additional treatment to the waste stream will be a requirement of any future waiver requests for this property. This approval to construct does not imply the granting of additional authorizations, nor obligate any federal, state, or local regulatory agency to grant the required authorizations. Thank you for your cooperation and coordination with this Department. If you have any questions, please do not hesitate to contact me. Sincerely, even K1[��eweno, .E. Environmental Engineer cc: Jim Cross, P.E., MOA/DHHS KKK/ph HEALTHAUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTEWATER DISPOSALSYSTEM DESIGN s&S� �in��nrnG August 7, 1996 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. CIVIL ENGINEERS (907)694-2979 FAX(907)694-1211 REFERENCE: Lot 8, Block 2, Sand Lake Subdivision #2 Request you issue a permit to upgrade the septic system serving the existing three bedroom house on the referenced property. A waiver is requested from the proposed trench to the East lot line at 1 foot and to the North lot line at 4 feet. A waiver request for the Class "C" well located on Lot 6, Block 2, is being requested from A.D.E.C. concurrent with this request under seperate cover. A test hole was excavated and percolation test performed in the area of the proposed upgrade. The approximate location of the test hole is located on the attached site plan. At the time of excavation no water level was encountered and after seven day ground water monitoring, water was found to be at 16 feet. Attached is the proposed upgrade design. We do not anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic system. If you require additional information, please contact us. Sincerely, Robert C. Cowan, P.E. RCC/gk Enclosure 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 1" = 20' SITE PLAN DETAIL SCALE M D x SEAVIEW STREET IN D t-o o�� �� o �, o T- > A �yz M m � -< xl D t7 tJ D Xrp� z� C"c � �j�� �cnw z o n m Z fA '? _ '-' p O lb M L l— ��p CC-'cn"S t"�'�-Jt7� or�iat, i- o >mi)m y03 onott-A Lm] 4 W II � II o II 111 00 O p c, 'o W r o 00 CA M ro 0O-Zm)>U n z O �® � 1NJ � � � N O m D �c m f- pp��-qq o m n o m m x (7 }�{ �lJ X ••iG � 0 ) 00�, ty I {Nmm C n—i D0 C �, .. n Z o2w- �Z w �O an'O� n m-��n " D< q momma > /p ti ITl _.� rn vl 0 Z CO O 0 h ° O ° n (lr > N oor" o ° no l >ww J d co OFA0 zxA s 6) �iDA� N�cci i ��'� D co Anz-1 I z-i •„� �� O{ m'n m�cODA � j) O�zm = ( z �lr O Ocn DDm��-{�n H .Z7 -0 2 -+ C7 ?o30�ANN � p 01) rriZ o :vZ01 A�� 0N[00-<mm fr) z C / )> /rrl i- Nm 0 TI �;o��DS" — / DC7 .009 `<ZO U I fTl rC-��ZD:V mmpY. z mnZ g� C7 In o E D M An (AO v0 (,)D w Own zm c�L r9 0 OU) = �O am ,r m� ` f oo 0 pr cn= Omz n M x 1" = 60' SCALE t -ix WM cyz t.j o SITE PLAN DESIGN n o m 007 p p r 1- r r D L7 O O -I O r0 z r O Co (.0 0 N N me n SEAVIEW STREET mw v rw n LA - r p0z= 4 (7 0 ED Fj-) --1 -4 1/ M 0 ;u --1 O ® a m�z W ---) —<m�ccu �m 0 d c> � Z � w O zZNv12 O h OmrC N➢ co 11 AZON t:J<Nm O O-im®�mm � ro a V) z m � m ` p 'p "1 ➢ Z00 0 tZ rr `� rzim gC71cumm I - •^,-�, m vl o m� ➢ CZ's 61 z�v nH ro Od \N :O rOZri �C OOZS77 Nz ➢ M > O r n O wnO o iOmz O O tO r r ci OO c 0 p0r_ U0::E o ommo 0mO ocrr acO. t -i pu SN�ON vi Z 9m Am= WILCOX STREET X O M r� CDto � -O 0°--/ ➢.Ha�ooO ms < Bio K [�:J [�17 / _-_r,�_ _- Z �. !. %� ., ,,• ��i z � � 0 •y� •� Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST .~�r N - • .. "ys Es,e Vo_1_ ROBERT C. COWAN PERFORMED FOR: �'AwRErJG:j DATEPERFORMED:L1j LEGAL DESCRIPTION:Township, Range, Section: DEPTHSL��OPE------�� SITE PLAN (FEET) n I I I I I 1 n. Gtr, 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1L 51 L, COMMENTS s WAS GROUND WATER S L / r S@fPdG ENCOUNTERED? IF YES, AT WHAT ? DEPTH? Depth to Water After i Monitoring? _ /6 . Date- S- / .3 ate: Reading Date Gross Net Time Time Depth to Net Water Drop 7 r? S 0 /}-K G C: S-qP,& _ 7 71y - 0 -T— MIN t h /a :o q 4 PERCOLATION RATE a G (minutes/inch)) PERC HOLE DIAMETER 6 " TEST RUN BETWEEN I FT AND 9 FT PERFORMED BY: ppj7034RE�agle River AAlgqGOP Road NO- 2041 � `�/,r' /�>? �" CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH L-STYA Af�s.�TUTfI rP7AL GUIDELINES IN EFFECT ON THIS DATE. DATE: 7 / a ( q -- 72-008 (Rev. 4/85) WY4 HEALTHAUTHORITY APPROVALS SEWER&WATER MAIN EXTENSIONS ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS Lot 8, Block 2, Sand Lake Subdivision #2 August 7, 1996 ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 1. The scope of this project includes the installation of a 1000 gallon septic tank and a leachfeild trench to SEWER&WATER serve the three bedroom residence located on the INSPECTION referenced property. The existing septic tank is to be excavated, pumped, crushed, and abandoned in place. The existing trench is to be abandoned as such that it may be used in the future. ENGINEERING STUDIES ANDREPORTS 2, Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal WELCTION Regulations. �J WTEST &FLOW TES 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. ROAD DESIGN 5. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the SOIL TEST Municipal Health Department. EPTIC TANK INSTALLATION: PERCOLATION 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& MECHANICAL 2. The septic tank shall be sufficiently bedded to INSPECTIONS prevent settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. ONSITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 Page Two Lot 8, Block 2, Sand Lake Subdivision #2 August 7, 1996 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: 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. Page Three Lot 8, Block 2, Sand Lake Subdivision #2 August 7, 1996 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. MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipally 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, Fernco, 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. Page Four Lot 8, Block 21 Sand Lake Subdivision #2 'August 7, 1996 INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of -the wastewater disposal system. These inspections will occur as follows: 1. The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. 2. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre -construction meeting will take place on --site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall_ contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. Page Five Lot 8, Block 2, Sand Lake Subdivision #2 August 7, 1996 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 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 NAME 1 1� l- a cA rInc,� PHONE fKNEW ❑ UPGRADE MAILING ADDRESS tflLok Mar's r, LEGAL DESCRIPTION e, Nock 2, Lot LOCATION 5-e- a W / e..,..j NO. OF BEDROOMS Uy DISTANCE T0: Well - _ Absorption area ! Dwelling - PERMIT NO. Z_(D wF Manufacturer GiM} Material j_D I "�"C+ No. of compartments ur Liq. capacity in gallons IF HOMEMADE: Inside length Width Liquid depth y J 0 2 DISTANCE TO: Well Dwelling PERMIT NO. = z h Manufacturer Material Liquid capacity in gallons w = DISTANCE TO: Well , }" Foundation j Nearest lot line PERMIT NO.se, c) E z P Z w No. of lines I Length of each line a Total length of lines, f- 2 - Trench width ' g- j- inches Distance between lines per. p Top of tile to finish grade 's Material beneath the inches Total effective absorption area �- W 0 Length Width Depth PERMIT NO. Q F wa Type of crib Crib diameter Crib depth Total effective absorption area LU DISTANCE TO:, Well Building foundation Nearest lot line J Class Depth Driller Distance to lot line PERMIT NO. W DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS C C SOIL TEST RATING INSTALLER i r r REMARKS ioC 0 1 16' L. . APPROVED ` DATE LEGAL �y j 2� Y-a Lake." !.m " L 1 c' 72-013 (Rev. 3/78) ` ��P-4` 14" � Y�,­ 5._ 1: �V, 0 F", ~ ~ DEPHRTMENT � HEHLTH HN� ENVIRONME�THL �OTECTION `^ 'L/ STREET/ ANCHORAGE: HK. 99501 264-472Q ' _CE: 'X: ~T - LEE: E -EA., �_q EE FTr'-,, F:, E_ F�_-'� I~T" PERMIT NO. ( 820487 ) HPPLICANT HULTQUIST 1C-*ON5T INC 4761 MARS DR 99504 ]44�91]] LOCATION 1.8 E31: SANE) LHKE #2 LEGHL L8B2 SHND LAKE #2 LOT SIZE 8700 SQUHRE FEET TYPE OF SOIL HBSOF&TION SYSTE111 TRENCH MAXIMUM NUMBER OF BEDROOMS = ] SOIL RHTING (SQ FT/BR)= 175 THE REQUIRE!, SIZE OF THE L ABSORPTION SYSTEM IS: ED; �����-­ 11M L. EHE C -V 0-4, ­­ �� ���in" FEE � �����­ :1. KC.,; THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TREN0-1 OR DRHINFIEL.D. THE DEPTH OF H TRENCH OR PIT IS THE DISTHNCE BETWEEN THE SURFHCE OF THE GROUND HND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET NIDTH FOR TRENCHES. THE GRAV'E'L DEPTH IS THE MINIMUMI DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE HND THE BOTTOM OF THE EXCHVHTION (IN FEET). �M ������� ������ �M ���� ������� PERMIT HPPLICHNT HHS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF HNY WELLS HDJHCENT TO THIS PROPERTY HND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. _�� ��� ��� ����������- �F;". EEL FR 107 Kit RJ 1 Fit Ep� BACKFILLING OF HNY SYSTEM WITHOUT FINHL INSPECTIO51 HND HPPROVHL BY THIS DEPHRTMENT WILL BE SUBJECT TQ PROSECUTION MINIMUM DISTHNCE BETWEEN H WELL HND HNY ON—SITE SEWHGE DI�POSHL SYSTEM IS 100 FEET FOR H PRIVATE WELL OR 150 TO 200 FEET FROM H POGLIC WELL DEPENDING UPON THE TYPE QF PUBLIC WELL MINIMUM DISTANCE FROM H PRIVATE WELL TQ H PRIVATE SEWER LINE IS 25 FEET HND TO H COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MAY HPPL? SPECIFICHTIONS HND CONSTRUCTION DIHGRHMS HRE HVHILHBLE TO INSURE PROPER IPic) THLLHTION. Fz" DEE M No! 1 W ����F Q 11T 1-1 UH7 M EV EEL Fit not �� '-,E'� I CERTIFY THHT 1� I HM FHMILIHR WITH THE REQUIREMENTS FOR SEWERS HND WELLS HS SET FORTH BY THE MUNICI13HLIT9 OF ANCHORAGE. 2: I WILL INSTHLL THE SYSTEM IN ACCORDANCE WITH THE CODES. ]: I UNDERSTHND THAT THE ON—SITE SEWER SYSTEM MHY REQUIRE ENLHRGEMENT IF THEE RESIDENCE IS REMODELED TO INCLUDE MORE THAN BEDROOMS. HPPL�ICHNT HU���UIST CONST INC � / � SOILS LOG d MUNICIPALITY OF ANCHORAGE • +� DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERFORMED FOR: Z--h SeS DATE PERFORMED: LEGAL DESCRIPTION: Se, Q f� ✓!�2 � � �- L DEPTH SLOPE SITE PLAN FEE fJ ry $n i C 1 2'o 5-2,-.1?.Si /t 3 �4 72-008 (6/79) Time Time ie Date Date Date Inspector Inspector Inspector Comments Conditional Approval 73'k�'e— Date Sewer Installed Permit No. Septic Tank Size Holding Tank Size Soils Rating Well To Absorption Area Well Log Received Well to Tank APPLICANT FILLS OUT LOWER HALF ONLY Property Owner elrPhone Mailing Address 1176 t TCS f)r Buyer Address Lending Institution Phone Address Realty Co. & Agent Phone hh �j ;9y-6st)( Address Legal Description t -ape Street Location se'tji?J, Type,pf Residence t7 Single Family ❑ Multiple Family No. of Bedrooms ❑ Other Water Supply Individual ATTACH WELL LOG. A well log is required for all wells drilled since June 18 Community 1975. For wells drilled prior to that date, give well depth (attach log if ❑ Public Utility available. Sewage Disposal ❑ Individual Year Individual Installed: ❑ Public Utility When Connected to Public Utility: ❑ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. �C o sc�)4 2Q% Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 9951M650 www.ci.anchorage.ak.us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcell.D. 011-133-41 HAA #_ Expiration Date: / .2 — O — O S 1. GENERAL INFORMATION Complete legal description Lot 8 Bk 2 Sand Lake #2 Location (site address or directions) 8119 Seaview, Anchorage, AK Current Property owner(s) _Tony & Kathleen Friel Day phone 240-0515 Mailing address 12721 Mariner Drive, Anchoraae, AK 99515 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, HAA will be held by DHHS for pickup. HAA picked up by: 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual On-site Individual Water Storage ❑ Individual Holding tank ❑ Community Class C Well ® Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an Independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) on properties served by a single family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to home owners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results less than 30 days old. 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 engineers work. (R. X199) 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, t verify that my investigation based on procedures outlined in the Health Authority Approval Guidelines for this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm _Pannone Ena. Svc. Phone 272-8218 Address P.O. Box 102954, Anch, AK 99510 Engineer's Printed Name Steven R. Pannone, P.E. Date Engineers Comments: In conducting an adequacy test. I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MOA DSD Guidelines & Regulations. The reported results describe the performance of the system under the conditions encountered at the time of e�xP' the test, and separation distances measured to readily identifiable features. The operational life of all 1441 • wells and septic systems depend on the local soil condition, ground water levels that may fluctuate {z ,•• 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. PBS can therefore not provide any warranty for future performance nor give any how long Ste estimate of the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon by r or use of this report any other person or party is not authorized nor will it confer any legal right 1� whatsoever. 6. DSD SIGNATURE ✓ Approved for bedrooms. Disapproved. R. CE — ES5t Conditional approval for bedrooms, with the following stipulations: Additional Comments Attachments: HAA Checklist X Septic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineer's Report Other Expiration Date: (Rw, 11199) \k Original Certificate Date: 9 " 2 a - 0 .5 Reissue Date: Ij Municipality of Anchorage ' Development Services Department Building Safety Division On -Site Water and Wastewater Program 47W South Bragaw Street P.O. Box 196650 Anchorage, AK 99519.6650 www.d. anchorage.ak. us '.i (907) 3437904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: _ lot 8 Block 2 Sand Lake 92 Parcel I.D.:_ 011-133.41 A. WELL DATA Well type P Date completed Total depth ft If A. B, or C provide PWSID # 216156 Sanitary seal _._ / FROM WELL LOG Data of test _ Static water level Well production _ WATER SAMPLE RESUL Coliform _Q_oolonies/100 ml ft 9 -p.m Nitrate NO mg/I Well Log _ Wires properly protected Casing height (above ground) in. AT INSPECTION ft 9 -p.m Other bacteria 0 colonies/100 ml Date of sample: _91812005 Collected by: Laura Pannone Arsenic NIA mgA B. SEPTICIHOLDING TANK DATA Tank Type/Material _ Anchorage Tank Steel Date installed 12119M996 Tank size 1000 gal Number of Compartments g Cleanouts Y Foundation cleanout Y Depression over tank High water alarm NIA Date of pumping _$1158005 Pumper _Chugach Pumolna C. ABSORPTION FIELD DATA Date installed 12MOM996 Soil rating (g.p.d./fe or fe/bdrm) a& System type Deep Trench Length _0 ft Width.; ft Gravel below pipe 7.6 ft Total depth La ft Effective absorption area zmfe Monitoring tube Y Depression over field N Date of adequacy test 91=005 Results (Pass/Fail) Pass For I bedrooms Fluid depth in absorption field before test P_DI in Water added4n gal. New depthj0 in. Elapsed Time: 4q min Final fluid depth.Q in Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N 8 type) No If yes, give date (Rev. 1 IM) D. UFT STATION w\ Date installed Sae it 'Pump on' level at _ in'Pump ofr Datum E. SEPARATION DISTANCES SEPARATION DISTANCES I Septic tankAlR station on lot _ Absorption field on lot Public sewer main WELL ON LOT TO: Manhole/Access in High water alarm level at _ in Meets alarm b circuit requirements? 'On adjacent lots Public sewer manhole/cleanout Sewer /septic service line � golfing tank SEPARATION DISTANCES FROM SEPTIC/1ClCM TANK ON LOT TO: Building foundation 10+ Property fine 10+ Absorption field 6+ Water main 26+ Water service line 26+ Surface water 100+ Drainage 100+ Wells on adjacent lots 100+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 1 A 4 *' Building foundation 10+ Water main 26+ Water Service line 26+ Surface water 100+ Driveway, parkinglvehide storage 30+ Curtain drain None Observed WeAs on adjacentk)ts 100, F. COMMENTS G. ENGINEER'S CERTIFICATION 1 car* 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 Steven R. Pannone. P.E. Date HAA Fee E Q4Sb 10 Date of Payment j • / mac. Receipt Number 14671 SAM (Rev. 11199) Waiver Fee $ _ Date of Payment Receipt Number S.Cver R Fc,n( No C. 8149 >r Municipality of Anchorage Development Services Department Building Safety Division a• rrr On -Site Water 8 Wastewater Program 4700 South Bragaw St. . P.O. Box 196650 Anchorage, AK 99519-6650 "www.ci.anchorage.ak.us > ti 19 07) 343.7904 CERTIFICATE,OF HEALTH AUTHORITY APPROVAL' FOR 'A' SINGLE FAMILY DWELLING Parcel- I.D. 011-133-41 H ^�•A ' Q I'3,6 L7'•; R ; .: ',t • :1. • GENERAL INFORMATION = Expiration Complete legal description SAND LAKE SUBDMSION #2: LOT 8. BLOCK 2 F' = Location(site'address or directions) 8119 SEAMEW STREET t ANCHORAGE, -,'AK Current Property owner(s) JAY LAWRENCE Day phone ' 345-=7361 ' Mailing address 801 UGHTHOUSE DRIVE • ANCHORAGE. AK 99515 Lending agency _ r ..... I; Day phone ..... C: Mailing address • C,. _ �!:•t. ''../M. `.•:.• . • •. - .\`i .�i•- .. ..v. n 1.x•1"• .v.. i .. Real Estate Agent ' Day phone • ' Mailing.address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual On-site 0 Individual Water Storage ❑ Individual Holding tank ❑ Community Class "C' Well ® Community On-site ❑ Public Water System-' ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered In the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates 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. Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $ at, or prior to closing for the engineering services provided. . 4. 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 Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate xi 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 riles 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. - Name of Firm ALASKA VATER & WASTEWATER CONSULTANTS, INC. Phone 337-6179. Address 6901'DEBARR ROAD, SUITE 28 ' ANCHORAGE. AK 99504 Engineer's Printed Name y JEFFREY A. GARNESS, P.E. Date 03 Engineer's Comments: - in conducting this evaluation, `AKWWa Inc. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA QF DSD Guidelines & Regulations. The reported results described the performance of the p C'9sap system under the condilions encountered at the time of the test, and separation distances measured to readily -Identifiable features. The operational life of ap wells and co QO septic systems depend on the local soils condition, groundwater levels that may _ .. .........../1 fluctuate during the year, and the water usage of the family being served by the system. 0 These conditions are outsidethecontrol of the evaluator of the system. Satisfactory test ............. results do hot' -g'u'ar' antee 7uture performance of the system, nor do they guarantee that ] J y A. .mess: there are no hidden defects or;encroachments. AKW WC, Inc. can therefore not provide "Q CE -7953 any ivanantybrtuture estimate of how long the system Wit contiriue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for 4�0°dPr........... fess..^°ate the sole benerit of tha owner)isted above. Any reliance upon or use of this report by any ��1ppO0004 other person or party Is not authorized, nor will it confer any legal right whatsoever. 5. DS. D SIGNATURE ✓ Approved for 3 bedrooms. Disapproved.;• Conditional approval for bedrooms, with the fltowing stipulations: Septic System Advisory Well Flow Advisory Manitenance Agreements Supplemental Engineer's Reort Other By: Original Certificate Date: (Rev. 17101) P �..-...........n.....r....ry .....r......n.r..r..........r...r.......«....Yr..v«...r�..+.....ti.n�..�Al...raw.+.v..r..;-......w.«..n..................... Municipality of Anchorage Development Services Department Building Safety Oivision On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 09519-6650 www.ci.anchorage.ak.us (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: SAND LAKE SUBDIVISION 12, LOT B. BLOCK 2 Parcel ID: 011-133-41 A. WELL DATA Well type CAM 'Co If A. B, or C provide PWSID# 216156 Well Log (YM) Date completed Sanitary seal (YM roperly protected (YM) Cased to ft. Casing height (above ground) in. FROM WELL LOG Date of test Static water level fL Well production g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate 0.1 mgJL. AT INSPECTION =ft. 9.p -m. Other bacteria 0 colonies/100 ml. Arsenic: N/A mg1L. Date of sample: 4/15/2003 Collected by: AKWWC. INC. B. SEPTICIHOLDING TANK DATA Tank Type/Material STEEL Date installed 12/19/1996 Tank stxe 1000 gal. Number of Compartments 2 Cleanouts (YIN) YES Foundation cleanout (YIN) YES Depression over tank (Y/N) NO High water alarm (Y/N) N/A Date of pumping 4/14/2003 Pumper BILL McDONALD ONLYHES BELOW INVEW. C. ABSORPTION FIELD DATA ["BELOW ISnNO GRADE ,UT FOR OLID TRENCH WAS DS 68.5 NOT RESENT Date installed 1211!41996 Soil rating Ep>r ft'/bdrm) 0_6 System type DEEP TRENCH Length 50 ft. Width 3ft. Gravel below pipe •7.5 ft. Total depth *.*904 f . Eff. absorption area 750 fe Monitoring tube YES Depression over field NO Oate ofadequacy test 4/1_/2003 Results (Pass/Fatl) PASS For —3bedrooms Fluid depth in absorption field before test 13.5 in. Water added 1547gal. New depth74 in.. Elapsed. Time: 1037 min. Final fluid depth 52.5 in. Absorption rate a= 450+ g.p,d.: Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date — s VILLED TO TOP OF DISTRIBUTION LINE D. LIFT STATION Date installed "Pump on" level at in. Datum E. SEPARATION DISTANCES Size in gallons Pump off" t-�in. High water alarm level at in. Cycles tested Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot COMMUNITY WATER On adjacent On Public sewer main Public sewer manhole/cleanout Sewe rvice line Holding tank SEPARATION DISTANCES FROM 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 *1001+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line **1'/4' Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots *100' F. COMMENTS n G. ENGINEER'S CERTIFICATION I certify that 1 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. Engineers Printed ame JEFFREY A. GARNESS Date 3 HAA Fee $ _ � ` so Date of Payment J� �Q� 03 Receipt Number 34 G �,.J (Rev.1vo1) f •; Waiver Fee $ n Date of Payment Receipt Number. .......... .............. e e p Go ess.- 53*� Date of Payment Receipt Number. .ro-oW rv.s= noa C.". (AELUM) Foapam SULAINS ate) oaten Lamm DOINCT mart 8440M RTatat am PULD" ana.at ALA PAD.o ana at .300 15,990 56.301L SS90 4-6' 5011E 9 7 suRVEY CERnFlCAMON Prepare y �*.�I►.rTq�,+ .•''(E,....,, '++ og. PLOT PLAN Iw ,.W %"l....w..+.4wnntt • P.•••' ••., ♦♦ : �•,.• ' ' Professional Land Surveyors W ... w....... t.... v art ... tw . rtraatt r so W rnw • .,. MM2 P T2 AVE 842 E. ar w/ I Y I.,tl d q r www V=11 Ar ALASKA 99Mv~... 1u.r..r 462 v°a Roc. Lot S.F. Rae. Plot FIs No. ExisrlW o N Dots Stxvsyaa 46= Chocked by. .......-.t w ....� ... 01. f ....... . ...... ........ R SS90 4-6' 5011E 9 7 suRVEY CERnFlCAMON Prepare y �*.�I►.rTq�,+ .•''(E,....,, '++ Robert E. Johns, Jr. & ASSOC. PLOT PLAN Iw ,.W %"l....w..+.4wnntt • P.•••' ••., ♦♦ : �•,.• ' ' Professional Land Surveyors W ... w....... t.... v art ... tw . rtraatt r so W rnw • .,. MM2 P T2 AVE 842 E. ar w/ I Y I.,tl d q r www V=11 Ar ALASKA 99Mv~... 1u.r..r AV }h •. vo _ Sod« i MI _ 30' Roc. Lot S.F. Rae. Plot FIs No. FOUNDATION AS -BUILT L Ar.rl c ai.► +..r.p .rah ar M• �••••• ••• ••• '•'•' /' / Dots Stxvsyaa Drawn D Chocked by. .......-.t w ....� ... 01. f ....... . ...... ........ R APRIL 28r2003 R J MLJ r.tw.wSOWra r.r .r ra..trw r r.w� rrr w F., w. r a.wrawwY t•YI ,.rw1 •.� .ur'.r. : ; 013 N .Ii. fj ; •: � �'�" ; `ia �! ••., 121- p�,p�s�; A YK 1 L 28, 2003 Grid: 2224 W.O. 2 3 0 86 FINAL�F•• STRUCTURE AS-BU4T .L� • �.t/ •.•. .•••• Jt ♦Description: L ` +' �' b.. M...•.•t w MYt rr.� rl ar •+•^1 •••••�a�bnd•,•°ice•• LOT 8 BLOCK 2 SANDLAKE SUBDIVISION , «�.rw`.`+� roF �o ADDITION #2 ."' ❑ LOT SUMEY SURVEY TYPE SYMBOLS ❑ FOUNDATION AL-MJLT 0 :..:.:.:... SET ASPHALT ❑ FINAL STRUCMK Af-MILT D RE O FOUND REM � W000 FFNCE CONCRETE WOOD FENCE ❑ PLOT PUN ... As -MILT ... LOT SXWY ... TOPOWAFNT 00 ASSUMED ELEV. .µX—* METAL FENCE WOOD DECK PLOT PLANS & LOT SURVEYS NQX-, IT IS THE RESPONSIBIUTY OF THE BUILDER OR OWNER. PRIOR TO ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE CONSTRUCTION. TO VERIFY PROPOSED BUILDING GRADE RELATIVE SHOWN. FENCES. WELLS. SEPTIC CLEANOUTS. SIDEWALKS. DRIVEWAYS. TO FINISHED GRADE AND UTILITY CONNEC71ONS 'AND TO DETERMINE ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION. ONLY. SNOW THE EXISTENCE OF ANY EASEMENTS, COVICNANTS OR RESTRICTIONS MAY PREVENT SOME IMPROVEMENTS FROM DIONG SEEN AND LOCATED. WHICH 00 NOT APPEAR ON THE RECORDED SUBOMSIONUL UNDER NO CIRCUMSTANCES SHOULD AN AS -BOLT BE USED FOR CONSTRUCnON OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. THE SURVEYOR TAKES RESPONSIBILITY FOR THE INITIAL TRANSACTION ONLY ANO AMM FINANCIAL LIAMM ONLY FOR THE COSI OF THE SURVEY. LISTED DISTANCES PREVAIL OVER SCALING. REPRODUCTION MAY CAUSE ERRORS IN SCALE.