Loading...
HomeMy WebLinkAbout0098 RUDDER ROAD - Health 98 Rudder Road Hyannis A= 247- 175 TOWN OF BAnRNSTABLE LOCATION g �c, �e�r ��� SEWAGE# (-7 - ( � VILLAGE (--� {�n�`� _ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE SEPTIC TANK CAPACITY `SCE LEACHING FACILITY: (type) c..v( S-Tcz ,e, (size) R X c NO.OF BEDROOMS OWNER PERMIT DATE: ( :7 COMPLIANCE DATE: 7 �T Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility)) Feet FURNISHED BY� Q 1 M (r q 1� 0 D 77 7 3 No. 2 2 Fee �® THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Nplitatlon for -Mispo sar *pstrm Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade(�bandon( ) [.]'Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. 5 7 3e 7-«�1 13,VA C,o c-��1 Assessor's Map/Parcel �o C'/ J '1 '�.. .�n--�y,q eJS g (,/� /�O G 1�'( I Asy3 Installer's Name,Address,and Tel.No. 5-ch$g i' "�� s 5 ) ign;r s Nine,Address,and Tel.No. Stl?-�,`i�-�3.�S'" �,,G1,gGQ,,` �.a,�'�.r• j�,�-t.C„p(,�v� .S J�J iC+tl�e,�n� Type of Building: Dwelling No.of Bedrooms Lot Size I Ob0 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.requi I) 3:3 C1--) gpd Design flowprovided gpd Plan Date -7 Number of sheets 1 Revision Date Title Size of Septic Tank t SCxt> !L:4 1(tom, Type of S.A.S._�®��� te;�� �U„Q• t��„�?, u�� Ta,�, Description of Soil 4X Nature of Repairs or Alterations(Answer when applicable) r-✓/ o� r S--�C�..¢�� �� S tl�'-G.� '' �/ � Ova, �i�� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Bo f Healt gned Date Application Approved by Date �— Application Disapproved by Date for the following reasons Permit No. Date Issued -112 No. J2 /3 Fee A t/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OIFfBARNSTABLE, MASSACHUSETTS Yes ftPfication for ;3ispo6ar Opstem Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade(vf Abandon( ) ❑�.Complete System ❑Individual Components Location Address or Lot No. ` `� `' � ,_. Owner's Name,Address,and Tel.No.S�7 3(-7-( Assessor's Map/Parcel Installer's Name,Address,and Tel.No. �oZ-?�-E�d95 5 %zs�ne 's N G ame,Address,and Tel.No. S�Z-a`t�-3 a 5- � Type of Building: Dwelling No.of Bedrooms Lot Size 1 O. © sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.regni 1 gpd Design flow provided y y gpd Plan Date 7 1 Number of sheets Revision Date Title Size of Septic Tank I S j �',,�I®„ ,I Type of S.A.S. C,2,, r Description of Soil Nature of Repairs or Alterations(Answer when applicable) � t, S �- � �,0`4 � - { G9�.v.A I !s Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boa of Health. Signed _ Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 17 :5 Date Issued v -------------------------------------------------------------------------- I----------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(1/f Abandoned( )by �.�c_Qc._n�� at �( i 7 c�;�Q G,T ��ey has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit Nog)/J —11-3 dated Installer��.p � y3- .�.,t. Designer G S k� #bedrooms �� Approved design flow gpd The issuance of this permit shall n t be construed as a guarantee that the system ill function de Date 1/1 / / Inspector --------------------------------------------------------------------------------------------------------------------------------------- No. "✓ % 5 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS 30isposal 6psteat (Construction �mertnit Permission is hereby granted to Construct( ) Repair( ) Upgrade(� Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must bee/compl&ed within three years of the date of thirby.mi \ t. Date (/7/P �,� Approve __ r- Town of Barnstable P# Department of Regulatory Services $ F Public Aealth'D' ' ' HAM t 1Y1810II Date I r�3p 200 Main Street,Hyannis MA 02601 i rFn nix! Date Scheduled �-� �fl . Ti'ma Fee Pd._ 1 Soil Suitability Asse�t for Sewage isposal Performed-By: nexCl 1) Witnessed By: LOCATION&.GENERAL INFORMATION Location Address Owner's Name Ct8 jz✓dole. 11 0i Address Assessor's Map/Parce / Bnginaer's Name NEW CONSTRU REPAIR TOO hone# Land Use• J\ Slopea(96) SDI o Surfaca Stones Distances ftnm: Open Water Body N A ft Posslblc Wet,Aren N���ft Drinking Water Well /A tt ' r i Dralhage Way N/ ft Property Une 7 1-Oft Other ft i I SIff+.,''TCHt(Street name,dimensions of lot,exact locations of test holes&pare tests,locate wotiands t'n proximity to holes) l p--, Parent material(geologic) V IQA.C,I AJ a,-,4k Depth to Bedrock- Depth to Groundwater. Standing Water In Hole: Weeping from Pit Face Bstimated Seasonal High Groundwater DETERMINATION FOR SEAS ONAL-HIGH'WATER TA ILIM f Method Used: Do th Observed standing In obs.hole: In. Depth to still mottlest Dc�th to weeping from aide of obs.hole: In, Croundwatar Adjustment ft. Index Wally Roading Date: Index Wall level Adj holor-Adj-Clrraundwater•Leval•,,_ PERCOLATION TEST bate io 'nmg '' aM Observation Hole# Time at 9" Depth of Pero t Time at 6" ,.Start Pro-soak Time @ 0�_ Time(911•6") End Pro-soak 0 Rate Mfn./Inoh , Lin ltl j Site Suitability Assessment: Site Passed YS Site Failed: Additional Testing Noaded(YIN) I Original: Public Health Division Observation Hole Data To Be Completed on Back-----' ' ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(i)week prior to beginning. Q:\SBPTIC\PBRCFORM.DOC • i • I DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Shcl Color Sall. Other Surface(in.) (USDA) (Munsell) Mottling (Stnueture,Stonar;Boulders, Cormlslancz96urnval) C=M LS oalti o - 33 _KSL 33-°ff C, M S�^ 17L Cz e DEEP OBSERVATION HOLE LOG Hole# Depth from Sall Horizon Sol Texture Soil Color Sall Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. DEEP OBSERVATION HOLE LOG Hole# Depth from Sall Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency.26 Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soli Horizon Soil Texture Solt Color 8011 Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Statics,Boulders, Flood Insurance Rate Man: V Above 500 year Mood boundary No Yea Within 500 year boundary No Yes Within 100 year flood boundary No. Yes Death of Naturally Occurrine Pervious Material Does at least four feet of naturally occurring porvipga material exist in all areas observed thrpughout the area proposed for the soil absorption system? If not,what Is the depth of naturally occurring pervious matorlaP„r._._.._........ Certification I cortify that n As , 00). (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required trainin , xpertise and experience described in�10 CMR 15.017. Signature i Datb Q.%aRPTl0P11RCPORM.DOC Town of Barnstable Regulatory Services. Richard V.Scali,Interim Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Sewage Permit## o-)ZX7-17 3 Assessor's Map\Parcel r�H, 11S' Designer: �Jn �, c��v Installer: ��,,� Q, �.�, �✓ Address: ?6 Address: &e ; sit a 26 31 �t ��., �, ,\A 01Q0 On 1-? -ke or h, was issued a permit to install a ( te) (installer) septic septic system at q� IXAje-r- Rot, ann't s based on a design drawn by `� (address) I la Pt ,� dated 1 lei i o CY. 5 L S!I 1 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10 lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State& Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed i d' re with the terms of the RA approval letters(if applicable) -of f LINDA J. PINTO (Installer's Signature) �A�liL e�G wi e �y (Designer's Signature) (Affix Desi I Mere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q;\Septic\Designer Certification Form Rev 8-14-13.doc TOP OF FOUNDATION 24"0/AME7ERCONCRt?E'COVSR5 t1YANNIS, EL=51.0± RAISED TO WITHIN 6'OFf/N/5H MA GRADE(OR A5 NOTED) 33.5' EL=49.G± EL=50.6(max) EL=49.7+ EL=49.3(max) 4 8.5 8.51 8.5 4 o LOCUS 476f 4722± m J . oEOTEXILEfABR/C D-B 0 (/NPACEOf//4 //2"PEASTONE)46.4046Bt 3/4"_ /-l/2"STONEN-46.15 .5 o LAN VIEW N �� r GAS BAFFLE 43.50 SCALE: I" = 10' m Longest Run L cV 25' !3' THREE(3)5H0REYPRECA,5T 500 N SITE LOCUS GALLON LEACH CHAMDER5 WITH 2'OF EL=36.5±Bottom of Test Hole 0 NOT TO SCALE DO-3 STONE ON 5/DE5 AND 4'ON ENDS cn 1500 GALLON 1-1-20 Rated ^(END u?EW) 5BPT/C TANK D--BOX LEACH AM5fR5 \ 1 .) A55e55or'5 Map 247 Parcel 175 ` \ 2.) Deed Book 9893 Page 12 f LOW PROFILE \ 3.) Plan Book 232 Page 125 NOT TO SCALE \ 4.) This property 15 not in a Zone II of a Public Water Supply Parcel 1 G7 Parcel 1 G8 CONSTRUCTION NOTES 5.) Flood Zone: C \ ` ALL WORK51YALL CONFORM TO THE 57ATEENV/R01VMEN7AL CODE, TlTLE5(310CMR Town Water \ Town Water 15000):STANDARD REQU/REMENT5 FOR Rif5/T/NG, CONSTRUCT/ON, INSPECT/ON, UPGRADE,AND EYPAN5/ON Of ON-S17E SEWAGE TREATMENT AND 0/5P05AL 5Y57EM5 AND FOR THE - 7R4N5P0RT AND DISPOSAL OFSEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULAT/ON5. \ Existing Septic Components to 20'Wide be Abandoned(See Note#!9) 2.) ANY5FPT/C5Y5TEMCOMPONENTINSTAL/�INALOCAT/ON WHERE THERE IS POTENTIAL N 32036'54" E I00.00' Drainage_:�7 FOR VEHICLES OR HEAVYEQUIPMENT TO PA55 OVER 17'SHALL BE DESIGNED TO W1TH5TAND AN Bath Kitchen I'/-20 LOADING. /F UNDER AN IMPERVIOUS SURFACE 5YWEM SHALL BE VENTED TO THE 3.01 Easement iE ATM05PHERE Bdrm 2 , Bdrm 3 \ I ne p O BENCHMARK 12"Pine 1 O"P+ne sed 5A5 3.)TO M/N1M/ZE UNEVEN TT SELING, ALL SY5TEM COMPONENTSBack corner Bulkhead Pro SHALL BE INSTALLED ON A - � � � L E G E°N D °5TABLEMECHANICALLY-COMPACTEDB 5/X A5EON /NCHESOFCRU5HED5r01VE EL=50.00(Assumed Datum) I (See Plan I/ew) Bdrm I Living -- 152_01 4.)COVERS OVER THE INLET AND OUTLET TEE5 Of THE SEPTIC TANK, THE DI5TR/BUT/ON BOX, ANOTHE501LAB50RPTION5Y5TEM5HALLBER4L5EDTOWITH/N6"OFF/N 10'm+n AL GRADE ; �/, DB - EXISTING SPOT GRADE LEACHING HEL06, 1"XENCHZ-5 AND Ort-IER30IL Aa9ORPTION5Y57'EM3 WI(H0L1rACCE33 - 24x5 PROPOSED SPOT GRADE MANHOLE55HALLHAVEATLEA-5r ONE(/,)/N5PECT10NPORTCON5/5TINGOFPERfORATEQ4" �`T o� ---- --� EXISTING CONTOUR PVC PIPE PLACED VERTICALLY TO THE B07TOM OF THE SOIL AB5ORPT/ON 5) TEM WITH A CAP, F LOOK PLAN I �` 49.71 - ��3 i N I I 24- PROPOSED CONTOUR T1ED W/TH MAGNETIC MARKING TAPE ACCE551BLE TO W/TfilN 3"OF F/NAL GRAOL i `} / O w WATER SERVICE LI N E 5.)P/P/NG5HALLCON5I5TOf4"5CHEDULE4OPVCOREQUIVALENT. P/PE5HALL BELA/DON NOT TO SCALE U / i i �' s I I o OVERHEAD UTILITY LINES A MIN/MUM CONTINUOUS GRADEOFNOTLESS THAN2%FROM THE BUILDING TO THE5EPTIC Parcel 17G �0�� E Garage O U UNDERGROUND UTILITY LINES Town Water -G GAS,SERVICE LINE TOP OF BANK TANK,AND NOT LE55 THAN !%OTHERWI 6.)DISTRIBUTION LINE5 FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4"DIAMETER SCHEDULE % ///ii//i/i/iii/ii/%////%/i / / Parcel 174 r 40 PVC(OR EQUIVALENT)LAID AT 0.005 fT/f-T. UNLESS OTHERWZ5EN07E9. LINES SHALL BE w / Town Water - LIMIT OF WORK CAPPED AT END OR A5 N07ED. - / I I EDGE OF CLEARING 0 / Existing 3 Bedroom Dwelimg FENCE 7.)L1NE5 FROM 77>ED1ST,�IBUTION BOX TO BE LEVEL FOR THEF195T TWO(2)fEET BEFORE cn / Top of Foundation EL=5 1.0± I TIP TEST HOLE LOCATION PITCHING TO THE SOIL AB5ORPT/ON 5Y57rA4 D15TR/BUT10N BOX SHALL BE WATER TE5TED TO o %/ / --� A56UREEVEND157RIBUBOM [� ''so.< o // ST SEPTIC TANK in I I DB DISTRIBUTION BOX ,5.)GROUT TO BE USED AT ALL POINTS WHERE P/PE5 ENTER OR LEAVEALL CONCRETE z' / N SAS SOIL ABSO RPTI CON SYSTEM STRUCTURES IN ORDER TO PROV/DEA WATERTIGHT SEAL. 4F;.4 Deck 3 N RESERVED FOR FUTURE USE SYSTEM DESIGN CALCULATIONS 3 _ _ I Reserve 0.)HLAVYEQU/PMENT5HALLNOTBEALLOWEDTOOPERATFOVERTHELIM/T5OFTHE5EWAGE _� - - I >n UTILITY POLE D/5P05ALFMIDDURINGThECOURSEOFCONSTRUC770NOFTHE5Y57L^M. SEWAGEDE5/GNFLOWREQU/RED:3BEDROOMDWELUNGO 1/06P9/5EDROOM z ® CATCH BASIN =330 GPD REQUIRED FIRE HYDRANT /0.)IN ACCORDANCE WITH 3/O CMR 15.22/, A" 5Y57-EM COMPONENTS 5HALL BE MARKED ( DRINKING WATER WELL WITH MAGNETIC MARKING TAPE SEWAGE DES/GN fLOW PROVIDED: THREE(3)500 GALLON LEACH CHAMBERS WITH LOT 12 2'OF5TONEON51DE5 AND 4'ONENDS 3 Ar'ea= 10,000 S.F.± 0 I ■ CONCRETE BOUND !/.J THEREARE NO KNOWN WELLS W77-IIIN /50'Of THE PROPOSED SOIL AB5CRPT/ON SYSTEM o Vt=[(33.5 x 6.63) -P 2(33.5 f 603)x 2J x.74 /2.)FROM THE DATE OF THE IN5TALLAT/ON Of THE SOIL ABSORPTION 5Y57PM UNTIL RECEIPT =344.2 GPD PROVIDED (44.5) OF THE CERT/f/CATE OFCOMPL/ANCE THE PERIMETER SHALL BE STAKED AND FLAGGED TO " I N 3 2°3 G'54" E I 100,00, PREVENT USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE 5Y5TEM. 344 GPD PROVIDED>330 CPO REQUIRED Survey Work by. 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM A5 DESIGNED UNLESS SEPTIC TANK CAPACITYREQU/RED.° 330 GPD X 200% =66O GPD REQUIRED CON57RUC7ED A5 SHOWN ON PLAN, ANYCHANGE5 SHALL BE APPROVED IN WRITING BY THE Rudder 1" ROa C� A & Af Land Services DE5/6NER. 55PFIC TANK CAPAC/TYPROVIDED: 1500 GALLON PROVIDED(MINIMUM ALLOWED) 618 Route 28, Suite 3 40' Wide Public Way West Yarmouth, MA 02673 14.)THE BOARD OF HEALTH REQUIRE5 INSPECT/ON Of ALL CON57RUCRON BYAN AGENT Of A GARBAGE DISPOSAL 15 NOT PERMITTED W/TH TH/5 DESIGN FLOW Pb. (508) 737-1777 Email.• anmlend®comcast.net 77/E BOARD OP HEALTH AND THE DE5IGNER. THE DESIGNER SHALL CERTIFYIN WRIT/NG THAT SITE PLAN THE SEWAGE DISPOSAL 5Y5TEM WAS lN5TALLED!N ACCORDANCE WTH THE TERMS Of THE H OF y/4 PERMIT AND THEAPPROVED PLANS. 48 HOUR5 ADVANCE NOTICE/5 REQUE57ED. SS9 O �+ REVISION 05/05/17: Revised SAS, No Variances Required. 15.)CONTRACTORSHALLBERESPONSIBLEFORDETERMININGTHELOCATIONOFALL SCALE: 1" = 20' L1ND/� y� UNDERGROUND AND OVERHEAD URURE5 PRIOR TO COMMENCEMENT OFANY WORK. T1115 o P O Prepared for: /NCLUDE5, BUT l,S NOT LIMITED TO, REQUE5T5 TO D1G5AFf ANYPRIVA7E UTIL/TYCOMPANIE5, 6 -' AND THE LOCAL WA TERDEPARTMEN7 p Elena G. Draguneviciu5 and Ruta * Pita Draajuna5 R 16.)CONTACTOR5HALL VER/fYTHATALL WA5TEL1AZ5ARECONNECTEDBYWATER7E5T/NG TEST DOLE LOGS o��sFO/STER a� 21 G Travers Ave., Mamaroneck, NY 10543 W/TH/NTHEDWELUNGPR/ORTOIN5MLLATIONOFANY5EPTICCOMPONENT5. I CERTIFY THAT I AM CURRENTLY APPROVED BY THE S/ONAL ECG` Fro o�ed Sewa e Dls OSa� S stem � /7.)CONTR4C7'OR51fALL VER/FYLJO5TING/N ELE VERTVAT/ON5 PRIOR 70IN57ALLATION Test Hole#I (EL=49,8±)OFANY DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO p 9 p y Depth Layer Soil Class Soil Color Comments 310 CMR 15.017 TO CONDUCT SOIL EVALUATIONS AND THAT 08 Rudder Rd., Hyannl5, MA SEPT/CSY57EMCOMPONENTS l Y THE ANALYSIS HAS BEEN PERFORMED BY ME CONSISTENT WITH 18J1N5TRUMENT5URVEYCO/VDUCTED FOR PROP05ED WORK ONLY 5ITEPLAN5HALL NOT BE 0"-15" fill THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE Prepared by: USEDfORSTAKlNG, ORANYOTHERPURP05E5. 15"-20" A Fine-Medium Loamy Sand 1 OYK 3/2 DESCRIBED IN 3 10 CMR 15.017. 1 FURTHER CERTIFY THAT THE RESULTS OF MY SOIL EVALUATION AS INDICATED ON THE 20"-33" B F+ne-Medium Sandy Loam 1 OYR 5/4 Tight ATTACHED SOIL EVALUATION FORM ARE ACCURATE AND IN 19.)EXISTING CE55POOL(5) TO BELOCA7ED, PUMPED DRY, FILLED WITH CLEAN SAND AND 33"-98" CI Medium Sand I OYR GIG 30%Gravel , ^�►.- ABANDONED/N PLACE AREA TO BE COMPACTED TO M/N/M/ZE5E7TL/NG. 98"-1301 C2 Medium Sand I OYR G/4 5%Gravel ACCORDANCE WITH 3 10 CMR 15,100 THROUGH 15,107 DATE OF TESTING: 07/23/1 O INSPECTION NOTE: SOIL EVALUATOR: LINDA J. PINTO, P.E., CSN ENGINEERING BOARD OF HEALTH AGENT: DAVID STANTON, BARNSTABLE HEALTH DEPARTMENT �, I 0 20 40 GO PRIOR TO FINAL INSPECTION BY THE ENGINEER,SYSTEM PERCOLATION RATE: I F55 THAN 2 MIN/INCH IN "C I #C2"LAYERS Linda J. Pinto, Cert fled Soil Evaluator NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. EMAI FERMG MVISKY'J NO GROUNDWATER ENCOUNTERED SCALE 1"=20' P,O.Box201, Brewster,MR 02631 Phone:(508)896-1513 C:\C5N\AM-RUdder\AM-Rudder-SD5 Plan.dwg Date:07125110 1 Scale:As Shown I BY: UP I Check:GSP I Project No.CSNO 109