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HomeMy WebLinkAboutBLD-20-4236_. I GENERAL NOTES: SOILTEST LOGS: ; SYSTEM DESIGN CALCULATIONS: zoNirtG: AJ NEITHER DRIVEWAYS NOR PAftKING AREAS ARE AILOWED OVER SEPTIC SYSTEM TEST HOLE 1: EL=49.7t � � � � � � � � � � : �� SEWAGE �ESIGN FLOWi � �. � . . ZONING CLASSIFICATION � � � UNLESSH-20�COMPONENTSAREUSE�.� � . � .. . . � DEPTHFROM SOIL SOIL� � . � � SOIL SOIL OTHER .� 4BEDR0 MDWELING@110GPD=440GPD � . � . BUILDINGHEIGHT � � SURfACE � HORIZON TEXTURE � � COLOR '� MDTTLING . � LEACHING CAPACITY REQUIREDi . � � R-40(AQUIFER PROTCTION DISTRICT) � � � B.) THE DE516NER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- �- � (INCHES) (USDA) - � (MUNSELL) �� � R pD = 4 6P� REQUIRED - . � MINIMUM AREA � 40,000 S.F . � . . �LESSCONS7RUCTEDASSHOWN.ANYCHANGESSHALLBEAPPROVEDINWRITING. . � . 0.9 � A � FineLoam Sand 10YR3� NONE � � � � � , MINIMUMPRONTAGE�. �]SOFEET . AVERAGESTREETGRADE:. . � 9-21 � 8 Loam sand 0 68 NONE � SEPTICTANKCAPACITYREQUIRED� � - � � MINIMUMWIDTH � 100FEET � (48.0+50.30)=98.3 . _ . C.) CONTR4CfORSHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL�� � - � � = PD = 880 GAL REQUIRED �� �� �� FRONT YARD SETBACK 30 FEET . - 9$•3/Z = 49.z . � . � � � � � � UNDERGROUNDANDOVERHEAD UTILITIES PRIORTO COMMENCEMENTOF WORK. - . � 21-145 1 . Medium Sand � � l0Y 7 8 � NONE PERC 53"<2 MIN IN � � . . � � � - . � � � . . � - � . . � � . � . . � . SEPTIC TANK CAPACITY PROVIDEDi � SIDE YARD SETBACK � � - 20 FEET � ry�qxIMUM ALLOWABIE BUILDING HEIGHT:� � � � CONSTRUCTION NOTES. E T T N N. LLOWED) REARYARDSETBACK 20FEET MAX.HEIGHT{49.2+35):EL=84.2 � � ��� TEST HOLE 2: EL=49.8t � . . LEACHING CAPACITY PROVI�EDi � MAXIMUM BUIIDING HEIGHT 35 PEET � � N HING CHAMBER CAN LEACH: � MAXIMUM IMPERVIDUS COVERAGE � 15% � - . . PROPOSED BUILDING HEIGHT: . DEPTH FROM SOII SOIL � � SOIL -� SOIL OTHER � � � Vt=[(33.5 X 12.83)+�33.5 X 2.0)2+ (12.83 X 2.0)2] X OJ4 GPD/SF = 455 GPD - � � � PROPOSED BUILDING COVERAGE � TOF TO ROOP PEAK= 281' ��� � - � � . 1.)ALLCONSTRUCTIONSHALLCONFORMTOTHESTATEENVIRONMENTALCODE, � SURFACE � HORIZON TEXTURE � - COLOR �- MOTTLING - � . � . 455GPD>440GPDREQUIRED � �� � � � . �. � - . � � TIttE S,AND7HE REQUIREMENTS OF THE LOCAL 80ARD OF HEALTH. � � � � (wCHES) � (USOA) � . - � .(MUNSELU � � . � � � � . : NOTE: AGARBAGEDISPOSALISNOTPERMITTEDWITHTHISDESIGN. � - . � � � PROPOSED DWELLING 1,9485Ft . � pROPO5EDR00FEL=28.1+53:0=811 . 0-8 � � A Fine Loam Sand - 10Y 3 2� NONE � PROPOSED DRIVEWAY �� 1,220 SFt . 2.) SEPTICTANK(5), GftEASE TRAP(S), DOSING CHAMBER�S) AND DISTRI9UTION �� � INSTALU � �. . . �� . � � . - �. � � � . � - � BOX�ESJSHALL6ESETONALEVELSiABLEBASEWHICHHASBEENMECHANICALIY � � 8-23 B . Loam sand _ � � SOYR68. NONE . � ��� ONE(1)-i500GALLONSEPTICTANK � � . . � � � �. � � � � � - 81.1<84.SBUILDINGHEIGHTOK . . � � �� � COMPACTED, Oii ON A 61NCH CRUSHE� STONE BASE. � - � � �� � � � � . � 23-144 C edium Sand l0Y 7 8 NONE � . ONE (i)- 3 OUTLET DIS7RI6UTION 80X (H-20 Rated) � . � � . � � . � � PROPOSED DECK � 3365Ft . � . � '� THREE (3)-500 GALLON LEACH CHAMBERS WITH 4' OF STONE ALLAROUND � � � 3JSEPTICTANK(S)SHALLMEETASTMSTANDARDC1127-93ANDSHALLHAVE � � � . � � � � � . � . -� . - PROPOSEDTOTAL : - ' 3,5045Ft. � �,p7CREATEDMARCH1998PER PLAN � � � AT LEAS'f THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- � . . . � � . � � � . � � � � � � . � � � � TOMOFTHESEPTICTANKTOTHEFLOWLINESHALLBE48". �-� � � � � � � TESTHOLE3: EL=49.Ot � � � � � � � � � � � �. � , � � . � � � � � � � � ImpervlousArea 1�_ 3,504 � . . $OOK546PAGE68. . . � � . � �. 4.)SCHEDULE40PVCWLETANDOUTLETTEESSHALLEXTENDAMINIMUMOF6" � DEPTHFROM SOIL SOIL SOIL SOIL OTHER � � � .. � � � . � � � � � � � � � LotArea { � 40,050 � (l��-g'� . � .� � � ABOVETHE FIOW LINE OFTHE SEPTIC TANK AND SHALL BE INSTALLED ON THE � � � � SURFACE � HORIZON TEXTURE COLOR � MOTTLING �. � � � � � � � _ : . . � . � - - � � � ��CENTERLINEOFTHETANKDIRECTLYUNDERTHECLEANOUTMANHOLE. � �� . � �IINCHES) � . (USDA�. (MUNSELL� . . . . . . . . . . . . . _ .. � . . .. . . . . � � . � � 0-10 A � Fi e oa Sa d 0 3 2 NONE � . � � . - � � � - � � � SJRAISECOVERSOFTHESEPTICTANKANDDISTRIBUTION60XWITHPRECAST � � � � � lp-zq B Loa sand � OY 68 NONE - - . � � . � .. .� � � � � . . . � . � � � � . - . - � CONCRETE WATERTIGHTRISEfi50VER INLETAND Ol1TLETTEESTO WITHIN 6" OF � � 24-123 - . CS� Medium Sand � SOYR7 8 NONE . � � � . � - � . � . � � . � � . . � � � � � � . � . � � - FINISH GRADE, ORAS APPROVED BYTHE LOCAL 80ARD OF HEALTH AGENT. � . . � . � . � � � � - . . � � � � � . . . � - - � � . � � 6.) PIPING SHALL CON515T OF 4" SCHEDULE 40 PVC OR EQUIVALENT.� PIPE SHALL � � . . � _ � � � - . � � � . . - � � � - � . . � � � � . � � -. � � � � - � . BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 1%. � � � . � � TEST HOLE 4: EL=49.0± � � - - � - � - � � � � � - . . � � � � . . � : � . � � . � � . . - � 7.) DISTRI9UTION lINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL 8E � � DEPTH FROM SOIL � SOIL SOIL SOIL OTHER � .. . - � � � � � � . � . �� - . � � . � . . � . � � � � � � �. � � � 4" DIAMETER SCHEDULE 40 PVC LAID AT0.005 FT/Fl: LINE SHALL 8E CAPPED .� SURFACE HORIZON TEXTURE � COLOR � � MOTTIING � �- . . � . . � � . � . � � � � � � � � � . � � . . �ATENDORASNOTE0. � �� . . � � (INCHES) (USDA) (MUN5ELL) � . � � � . � . . � �� . � � � . � . . . � � � . . � S.) OUTLET PIPES FROM DISTRIBUTION BOX SHAIL REMAIN LEVEL FOR AT LEAST � � � � � 0-10 � A � Fine Loam Sand � 10YR3 2 NONE � . � . � � . . � � � � . � � � . � � � . . � � . . � . � ' �� Z' BEFORE PITCHING 70 SOILABSORPTION SYSTEM. WATER TEST DISTRIBUTION . � . 0- �� Loam sand � 0 6 8 NONE � . � . . . _ . � . . . . . . .. . . . . . . � � BOXTOASSURE EVEN DISTftIBUTION. �� . � � 14-123 Cl Medium Sand 0 8 NONE � � � . � . � . � � . � . . � � . � . � � � . - � . �. � 9.) DISfRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6" MEASURED BELOW � � � � . - � � � � . � . . � � � � - � � � � . � � . � � � � � �. . � .� � � , �. � . �. � . THE OUTIET INVERT. � � � � � � � � . � . . � � . � . � . �. � . � . � � � - .� � � . � � � . . � � � . . . � � � . � � � � � 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4" TO � � � � � DATE OF TESTING:. 3/29/18 �. � � � � � � � � � � � . � � � . � � � � � � - �. �. � - . . � � � � � � � � � � . � � � � . � � � . � � � � 1-1/2" �OUBLE WASHEDSTONE FREE OF IRON, FINES AND DUSTAND SHALL BE � - � . � PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "Cl" LAYER. . . � � � � � � � � � � � . � � � � � . - � � � � . . � .� . � � . � � . � � � � � INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO�THE BOTTOM OF THE � . WITNESSED BY: ROBERT ftEEDY, EIT, J.M. 0'REILLY & ASSOCIATES, INC. � � � � - � ..- . - . � � � � . - � � � . � � � . � . - . � . . � . . � � . � . � � � � . . � . . . . � � . SOILABSORPTION SYSTEM. BASE AGGRE6ATE SHALL BE COVERED WITH A 2" . � . . � AMY VON HONE,YARMOUTN HEALTH DEPARTMENT � � �� � � . � � � � �� � � � � . . � � � �. � � � � � . . � - . � � � � LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. � . . . � NO WATER ENCOUNTERED � � . � �. � � � � � . � - � � � � � . � . . � � . . � � � � . � � . � . � � .11.) VENTSOILABSORPTION SYSTEM WHEN DISTRIBUTION. LINES EXCEED 50 FEET; . � � USE A LOAOING RATE OF 0.74 GPD/SF FOR SIZIN:, OF SOIL ABSORPTION SYSTEM. � � � � : � � � .� � � . . � �. � - �. � , � � - � . � . � � . � � . � . � � � - . � WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, . � � � . . � � � � � - � � . - . . . � . �. � � . � - . � . �. . � � � TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSE0. � � � . � � . � � � � . � : � � .� � . . . . � . � � � � � . � . � � �. � � . � � � � � . � � � � . . . . . . . . . . .. x 49.2 � . � . . � . . 12J SOILA850RPTION SYSTEM SHALL 6E COVERED WITH A MINIMUM OF 9" OF � � . � - � � � � � �� . � � � � � . � � � � � � � � . � - . � . � � . � � . � � . � � � . . - � � � � �- - � . . - - � � . � � � CLEAN MEDIUM SAND (EXCLUDING TOPSOIL�. � �- � � � . � � . . , � � � � � � � �. . � � � . . . - ' . - 5 � � � . � . � � � � . � . � . � . . . . . � x49,6 SO . � 2�6, 8� . . . . . � 13.)FINISHGRADESHALLBEAMAXIMUMOF36"OVERTHETOPOFALLSYSTEM � � . � � � �. � � �� � . � �� � � � � � . � � .� � � � � � - � �� � � . � , � � � � � � . � � �� � , � � � � � � � � COMPONENTS, INCLUDING THE SEPTICTANK, DISTRIBUTION BOX, DOSING CHAMBER� � � . - � . � . . � . . - � � . � . � . � . � . . � � � . . � � � � � . ANDSOILABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER � � � � � � � � . - � � � . - � � . . . � � . � . . � �F�Gf � � . � � . � . � � . ' OF 9". � . . . . . . . . . . . . . . . . � 14.) FROM THE DATE OF INSTALLATION OF THE SOIL A650RPTION SYSTEM UNTIL . � � � � � � . . � � . � - � . � - � . � � . � � �� � � � � � � � 50 � � , � � � RECEIPTOFACERTIFICATEOFCOMPLIANCE,THEPERIMETEROFTHESOILABSORP-� . . . � . � . � � � � � . � . � � . . . . . � � � . � � , ' . . . � �. � - � � � � TION SYSTEM SHALL BE SfAKED AN� FLAGGED TO PREVENT THE USE OF SUCH � � . � _ � � � �. . � � � � � . � . - . . � � . � x q9,1 . ~ '� ` .�. � 49.9 � . � . X 49.9 *� � �AREAFORALLACTIVITIESTHATMIGHTDAMAGETHESYSTEM. � � � � � � � . - � - � � � � � � � � � � � � . � � � . � � 15.)THE 60ARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRl1CTI0N � . � � � : � � � . � . . � � . . � . . . . � . � . . � `" � � � � � BENCHMARKI �� . BYAN AGENTOFTHE BOARD OF HEALTH (OR THE DESIGNER If THIS SYSTEM RE- � � � � - � � � � � � � . - � . � � . � � � . _ . � � . � � . � . Utlliry Peds 4UIRESAVARIANCE)ANDMAYREQUIRESUCHPERSONTOCERTIFYINWRITING � � � . � � . �� � . � � ��_ . � � � . � . � . . � � � � _ . � LOT 1 , TopofConcrete8ound� � - THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE . � � � � . � � . . . . . . . ❑ EL=50.1t (Assumed datum) � �� PERMRANDAPPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTE0. � . . . � � . . Af88=40,O5D SFt -- _- __ � ,�+s� .. � . � . . � . x�493 � , � & LOC I N OF DW LLING PRIOR � . . � . . . . � . . . � . . . .. � � . � . � u�� - - � � x 4s.6 � 'i � RESEfNE � � , `' :>. � ^�. . a9.a X C8 FND � . � as.s , . . . � � 16J OWNERSHALL REVIEW GRADING OF LOT AT 0 E . . . � � � . . � � . � . . � . � � � � � � . � TO�SfARTOFCONSTRUCTION. . � ,. _ . � � � . . � . � . � . � . - .� � . �� � �.. � . . .. � . . . � . � . � : •� � - . i AR-- - . .D . o4c�e +00 . . ✓ 1 � ai�o ; 2� . . . . � . . . � . . . . . . � 1.--' � (�2i dQ�e cv"• . . INSPECiION NOTE: . . . . . , . . . . . - . . . . . � . , . � . . � � � � � . � . . . . . . . . . . . . Qs � . � . . .. W W 4�'§ . . x ns.a � w so.a � � � � . . . � . . � . . - . � . � � � � � � S:* N r+ Sp � F' a��n �i0 . . PRIORTOFINALINSPECTIONBYTHEENGINEER,SYSTEMNEEDST . . � � . � � . � � � � � . . � � . � � �� . - \ � . � � µ �. .. � c . � � 6E COMPLETE INCLUDING BUILDUP FOR COVERS. � . � . . . . . . . . . . . - � � � . . � \ . . J . . � . � � � � � � . . . .. � . . . . . . . . . .� . � µ . . . ��� � . . . . . ... . . .. . . . . . . . . . . � . . .. . . � . � �. � . . � 48�8 ~\. � ... ,.�'.N. ° . ��/ �4� . ��. / . � . . . . . � . � . . . � . . � . . . � � . � . . . . . . � . � .ONE(1)SASCOVERTOBEBUILT . . .. . . . . . � .\ .. . � � "� W. � , � . . � ��, / � . . . � � � � � . . - . � � � � � . � - UPTO WITHIN 6" OF FINISH GRADE � . � � . . - ; � �` "' �.;'� � � . . � � r � so.a � � . ' . '1 .. . � 1 . . ... J . . . . . . . . . . .._. . - � . . . ' X ,i�i.� / � / ., . PLAN VIEW � "' �;� x 1 .. � . . . � . � . . . . . . . � . � . � � . $CALE: 1° = ZO� . � . � . � .. .. � yo . \ ..� � . � ��`'�`�'��.III� PROPOSED4 . w _ O � . . . �I`I m�l : BEDROOM �� m F� c� � � 1��1ti�,�; �; oWEt�� ti� , °' � PLAN � Sbf �� 52 3} `, �p u \' \ 1{ �Af �I , TOS,EL � A� f SCALE 1"=30' j � ��f� \,, W as.s�t' a � o I THIS AREA IS SERVED - A N � zxs sos BY TOWN WATER. � . �. - .. � � � .. � .. � �. �. . .. - � . s,y�,� -r�e � � Chbmbet5x �� �r+y ��:. s� � � . bo � bc . . . . . � . . . � . . . ' \ . V / . \ . � "'I . . � . � .. � . � .:7 � � x+' 'r r � t t n"` . w w � . . . � . . . � . . . . . . . . . .. . . . � . . . " � i � � "3'� .,a Ka �+ � ts,: � � �r�" �k � . . . � . . � � .� 56Q'�i x.48.9 \ .._\ \5�. � � .�""� � � � ' . . . � � � . .� . . � . � . � � 1 � . . . . . . .. � . . i �, . - . . . . � . � . . .. . . . . StOOe � _-� � ' � . . . - .� 4B.3 . . 49.0 iP3 � . . . .. . � . ,... . . ; `: i � , rs, ` ;1 \ \ 50.3 50.1 � . . . . �� . . � - .� . . . , . . . . � - . . . - . . � : � . � . . . . � �.3 � . . . . . . . . . � � . .. : � . . � - . � . . � p-BOX - - . . . . . w . . . � . . . . . . . . ': . . . . . . . . `� w S \ . . . . � . . . . . . � �S�.�J--S.S'��J � . . � . .. � � . . . _ . . . . . . . . . . - _ � . . . . •` . � . . 0 . . � . . . . . BFND . � . ."` . - � �- . � . � � . . . � _ � .� � . .� �'�.5- "' � . . . � . . . � . � . . . . .� x 46.3 � . '` . �0 . .. \ . � . . . . . . . � . : . . � . . � � � � . . - � . . � � � . Q� . . � . . .� . . . � . � �3.5 � � x ass y . - . . . . . - � . . � .. . . . . . . . . . . . . . . .� . � � . � . . . . . � _ �� \ � �. . � x 48.6 i . . � . . � ., . �. . . . � � . . � . . . . . . . . . . . . :. � . . . . . � . . � . . . . . . . .. . . � . . � ` . .. � � � . . . . � � . . . - . . .. ' . . . . . . � - � . . . � � � . . . � � � . . .. 47.9�� � - . � � . . v . . . . . . . .. . . . . . f . . . � \ ' 121.55� � � . . . . � � .. -. � . � . - . � � . . � . � . . � � . . . � - � - . . . . . . . . . � 1 � � � '�f 49.3 . � � � . . . . . . . . . . . . . � � � . . � . . � .. : � . . - � . .. � � . . � � ,'•. � � � i^_ .._-. -_ ` � � �' �` ` ' 49.0 � � . . . � . � . - � . �� � .. � . . . � . . . . . . � . � � � � - . . . � . � � � � . � � - � � . . �� � CB FND � ' d7:7 � ,; . . . . . . . . . .. . . . . . .. � . � . . . � . . _ �� t . . . � . . . . . �. . � . . � . � � . � � . : � � � . . . . . . _ . . . . � . . � . . .. � � � � � . � . - � � � _ . . _v .� -- -_ ,.�- . � �. . . . � . . � . . � . . . . � . � . �. � . � . . � .� � � � � � � . - . . . - � � � . � �`8.2 � . � `9 . . . O e� aveme� � � � I � �dg t � Cv : , _ R .. ! �� „ . �Ig : 6.s G GR��� �ay� : FLOW PROFILE: G�Ippl�l�o,�;ae.e«�a`e NOT TO SCALE . . . . � . . � FOUR (4)18" DIAMETER CONCRETE COVERS . . . � . � . . . . . . . � . . . . . . � . � . . . . . . . . � � � � RAISEDTO WITHIN 6" OF PINISH � � . � � . .. �. . � . � . . . . � . � . . � . . - � � . � . � � . . - � � . TOP OF FOUNDATION � . � GRADE (OR AS NOTED) �. � � � . . . . . . . . . � �. � . . � � . . . . . � �. � . . . � �. . - � - . � . � � � . � . � � . � - � � - � EL- 53 Ot � . . � . . . . . . . . . . . . � . . . . . � � m a � a � Y 0 0 m c m a � ... �., _ . . . . (SEE NOTE ri5) . . � . �. . � � . . � . . . . . . . . . . . . . . . . . . . r � . � r.- PmPosed EL=51A �� Proposed EL=51A � Proposed EL=50A . .. . � . .� . . . . . . . . . . . . . . o .. /�\��• . .... , '���/\�,� ��\�:�� - ���� �assq� P�tNOF � � : � . _ . � � �. 36" Proposed � . . . . . . . . � . �. � . . � . � . � � � . . . � � . . � . . �� � . � p� � .lQHPE yGn �y�k. . . 49. t . . � � � (9" Min- 36" Max) . . � . � . � � � � � �. .. . � . . � �. . . . . . . . . � . � :� � AA. a � � JOHN �+ � - .,: ... �, ,..,. � �, � .. � -:, ; . . . . . . . . . - . � � . � �. . ...... . � , . 470t , : � �„ IAYER OF 1/8"-1/2"�STONE � � - � .. . � . .. . �. . . . � . . . ... _ . . .. . . . . � . . . . . � . . .. . o � O'RE�� r�io . o O'REf . . .... � � 'IVI 49.00 � � 48.00 ; 10" . . , 14" -• 47J5 __ _ . . . - , . . - ;n � � / / 3/4"-1-1/2" STONE� � � � � . � : . . . . . � � . . . . � . . . . ... .. . . . . . . . . . . � � �q. . 3f . � . . /46.25 �;' � n . . , . . . - � . � . . . . . . . . . . ' 7 . � g�� . � ` 47.00 46.83 / ' ' / � �'+ r; /�j� / . � . . � . . � �. . - �. � . . . � . . . . . . . . . . . . . . . � �°9� S'13R��z+ � �� 4���� , T . . . � • 2" DROP i �/ � � � . . . . . . . . . .. . � . . . . . . , . . . �S/QN . - � GAS BAFFLE � � � � � 44.25 � � . , . . . . . . . . . � . . . . . . . . � . . . . . � . . � . � . . � � USETHREE 13) SHOREY PREUST . � � . . .. . � � .. . . . � . . . . . � . . . . . . . . . . .. � . Q � � 3O 6O � . �-. 9O � � . . . � . SOOGALLON LEACH CHAMBERS . 6.6'i . . � � �. . � �. . . . � . . � . . . . I � � . LonBest Run � � WITH 4' OF STONE AROUND � � . . � � �. . . . � � � . . . � � . . � . � � . $CALE 1��=30� 37 -t � � 1500 GALLON . �. .� 19 . . . � . DB-3 . . 20 . . . . . .IEND VIEW) . . . . . . . . � � . . . .. � . � . . . � . . � . � . � � . . � . � � � . . � . � . . SEPTIC TANK LEACHING CHAMBER - eL•37,etsorronnoFTr»i _ �-B�i� 33.5'x12.83'x2.0' � .. � . � . . : . . . . . . . . . . . . . H-20 . � . . � � � . . . � . � � � . . � � . . . . . . . . . . .. . . . . . . . . .. . .. . . . . .. . . . . . . . . . . - . � . . � - . � � . G:WNOBS/THEDAVENPORTCOMPAN I ES/DWG/8548.Pi 1 I_ _ __ _ . _ . __. ,. _ .. ... . . .. .. . . .. . . � . . . . � . .. . . . � . . . � .. . , . . . � . . . i . . . . . . . ' . . . . . SYSTEM DESIGN CALCULATIONS: zorriNc: GENERAL NOTES: SOILTESTLOGS: ZON�N���S�F��.T�aN su�LDiNGxEiGxT � � � TEST HOLE 1: EL=49.7t � . � � � �� � SEWAGE DESIGN FLOWi � � � . . . � � � � � . . � . � A.) NEITHER DRIVEWAYSNOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM . . � . � .� BEDROOM D E ING @ 110 GPD = 440 GPD - � � � R-40 (AQUIFER PROTCTION DISTRICT) . .. � � � UNLESSH-2000MPONENTSAREUSED.� .. � . � � . � DEPTHFROM SOIL SOIL � SOIL SOIL OTHER . - � . . S jiNCHES� HORIZON �EXTURE � � � COLOR MOTTLING - � �� LEACHING CAPACITY REQUIRED� � - . . MINIMUM AREA � 40,000 S.E . . . 6.)THE DESIGNER WILL NOT BE RESPONSIBIE FOR THE SYSTEM AS DESIGNED UN- USDAj '� . (MUNSELLI . BEDR M GPD REQUIRED� . � MINIMUM FRONTAGE � 150 FEET � AVERAGE STREET GRADE: . � � LESSCONSTRUGTEDASSHOWN.ANYCHANGESSHALLBEAPPROVEDINWRITING. � -. ' 0-9� FineLoam Sand 10Y32 NONE . �.SEPTICTANKCAPACITYREQUIREDi �I � MINIMUMWIDTH 100FEET (48.0+50.30)=98.3 . � g_Zl Loam sand 0 68 NONE p F - =BSOGAL.REQUIftED . . .� . FRONTYARDSET6ACK 30FEET , 9$•3Iz-49•z � C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL � � .� � 21-145 Cl .� Medium Sa d�� SOYR7 8� NONE PERC 53"•<2 MIN IN � - � � � - : � � �. . . SIDE YARD SETBACK 20 FEET _. � � UNDERGROUNDANDOVERHEADUTILITIESPRIORTOCOMMENCEMENTOFWORK. � � . . �. SEPTICTANKCAPACITYPROVIDEDi MAXIMUMALLOWABLEBUILD�NGHEIGHT: � N E N MIN. LLOWED) � � . � REARYARDSET6ACK � 20FEET Mpx,HEIGHT(49.2+35):EL=84.2 � . � . � � � � . � . � � '�, � � . . � . . � . � . � MAXIMUM 6UIlDING HEIGHT 35 FEET . � . . � : . � . � CONSTRUCTION NOTES. � LEACHINGCAPACINPROVIDEDi MAXIMUMIMPERVIOUSCOVERAGE 15% TEST HOLE 2: EL=49.St � NE .5 . E HING CHAM6ER CAN LEACH: PROPOSE� 6UILDIN� HEIGHT: � DEPTH FROM SOIL SOIL . SOII - SOIL OTHER � '� �� . Vt=[�33.5 X 12.83) +{33.5 X 2.0)2 +(12.83 X 2.0)2] X OJ4 GPD/SF = 455 GPD pROPOSED BUILDING WVERAGE � 70F TO ROOF PEAK= 281' : � � 1.)ALLCONSTRUCTIONSHALLCONFORMTOTHESTATEENVIRONMENTALCODE, � � SjjNCHES) � HORIZON �USDAjE � � {MU�NSEi.I) MOTTLING �. � 455GPD>440GPDREQUIRED . � � � � : . � � PROPOSED DWELLING 1,9485ft . . pROPO5EDR00PEL=28.1+53.0=81.1 . �. TITLE 5, ANDTHE REQUIREMENTS OF THE LOCAL 60ARD OF HEALTH. - � � �. NOTE: A GARBAGE �ISPOSAL IS N0T PERMITTED WITH THIS DESIGN. . 2.)SEPTICTANK�S),GREASETRAP�S),DOSINGCHAMBER(5)ANDDISTRIBUTION �o-$ Fin Loam and Y32 NONE �� �INSTALU. . . � . PROPOSEDDRIVEWAY . 1,2205Ft , . . . g_23 . g . Loam sand 10YR6 S NONE � � ONE (1)- 1500 GALLON SEPTIC TANK - �� � � Sl.l <84.5 BUILDING HEIGHT OK . 80X(ES)SHALLBESETONAIEVELSTABLEBASEWHICHHASBEENMECHANICALLY . � . Z3-144 -Cl� � Medium5an 10Y78 NONE � � �. � ONE�l)-30UTLETDISTRIBUTIONBOX(H-20Rated) � � . � � ��PROPOSE�DECK - �3365Ft . � COMPACTED,ORONA6INCHCRUSHEDSTONEBASE � - - � - . . ��� � THREE(3)-SOOGALLONLEACHCHAMBERS.WITH4'OPSTONEALLAROUND. � � � �PROPOSEDTOTAL �. � 3,5045Ft � �� � LOTCREATED MARCH 1998 PER PLAN .� � 3.) SEPTICTANK(S) SHALL MEET ASTM STAN�ARD C1127-93 AND SHALL HAVE � � � . � . � � � � . - � � �� . ATLEASTTHREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT-�� - � � . . . . . � � � . . . . . ImpervlousArea � _ 3,504 BDOK 546 PAGE 68. � � � � -TOM OFTHE SEPTIC TANK TO THE FLOW LINE SHALL 8E 48". � � � � TEST HOLE 3: EL=49.Ot � � � . (100)- (100) =5.7% � � � � � � � � � � Lot Area 40,050 � � � �4.)SCHEDULE40PVCINLETANDOUTLETTEESSHALLEXTENDAMINIMUMOF6" . � - DEPTHFftOM SOIL SOIL SOIL � SOIL OTHER � . . �. � . . . . . . � . ABOVETHE FLOW LINE OFTHE SEPTIC TANK AND SHALL BE INSTALLED ON THE SURFACE HORIZON TEXTURE � COLOR MOTTLING � � (INCHES) NSDA) � � (MUNSEIL) � � � � - � � � � � � � � � �CENTERLINEOFTHETANKDIRECTLYUNDERT.HECLEANOUTMANHOLE. � � 0-0 A � FineLoam Sand 32� NONE � . � . . � . � - . . . . � . .� . � � . . . � � . � � � � � - SJRAISECOVERSOFTHESEPTICTANKANDDISiRIBUTIONBOXWITHPRECAST � . � .� �. - 10.24 B �� Loam sa d � � 1 R6S NONE �. � � . �� � . �� ��� . � . � � � - � � . � � �. � . � � . � . . � CANCRETE WATERTIGHT RISERS OVER INLET AND OUTLETTEES70 WITHIN 6" OF . � 24123 Cl� Medium Sand � SOYR7 8 NONE � � . . � � . � . . � .. � . � . �� . � . � � . � � FINISH GRADE, OR AS APPROVED 8Y THE LOCAL BOARD Of HEALTH AGENL - . . � � . . . � � � �. . � � � � . . . � : � � � . � � � -. � . � . . � . � � . � 6.) PIPING�SHALLCONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL � � . . � . . � � � .� . . � . . . � � � . � � �. . � � � � �� � � - . � . �. BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 1%. � . � TEST HOLE 4: EL�l9.Dt � � � � . . � � � � . � � - - � . � � . � �� � � � �� . 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED} SHALL BE � . � �� DEPTH FROM SOII SOIL � � . SOIL � SOIL OTHER . � . � � �� . � � _ .� . � . � : . � . � � � � � � . � - � � . . � � � 4" DIAMETERSCHEDULE 40 PVC LAID AT 0.005 FT/FL LINE SHALL BE CAPPED � � � �� SURFACE HORIZON TEXTURE . COLOR MOTTLING . � . � � � � . � . . . � � . . �AT END OR AS NOTED. . . . � � . (INCHESj NSDA� � (MUNSELL) . .. . . . . .. . . . .. . . . . . , . . . . _ . . . � � 0-10 � � Fine Loam Sand 10YR3 2 � NONE , . . . . . . . . . . . � � 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT lEAST � � . � 0_24 . Loam sand � 30Y 6 8 NONE : . . . . . � . � � � � � -. . � . � . � � . � � � � _ . � . . � . � - � 2' BEFORE PI7CHING TO SOILABSORPTION SYSTEM. WATER TEST DISTRIBUTION . � � � 24-123 Med'um Sand � 10 R 8 � NONE � . . . � � � . - � . . . � � � , � � . � _ . .. . . � � . . � � . � � . � . � � � . � _� . � � .BOXTOASSURE EVEN DISTRIBUTION. � � . � . . . . . . . . . ' . . . . . . � � .. . � .� . .. . � . � . � �. � � . OW IIF � 9.) DISfRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6" MEASURED 6EL � � . . ., . . . . _ � . THE OUTLET INVERT. ' . . . .. . . � . . . . . . � . . . . . . � . . . . . � � . . . � . . . . . � . � . . . . 7A.)6ASEAGGREGATEFORTHELEACHINGFACILITYSHALLCONSISTOF3/4"TO .� � , .� DATEOFTESTING: 3/29/18 . � � � � � . � � . � . � � . . . � � � - � � � � � � � � � � . � � � � . � -� 1-1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALI BE � � . � pERCOLATION RATE: LE55 THAN 2 MIN/INCH IN "Cl" LAYER. � . . . . � . � . � . � � � � .� � � � . � � � . . � � � � � � . ' INSTALLED BELOW THE CftOWN OF THE DISTRIBUTION UNE TO THE BOTTOM OF THE � . WITNESSED BY: ROBERT REEDY, EIT,1.M. 0'REILLY� & ASSOCIATES, INC. . .. � � - � � .. . . � - . . . � . . . . . � . . . SOILABSORPTION SYSTEM. BASE AGGREGATE SHALL 8E COVERED WITH A 2" � �� � AMYVON HONE,YARMOUTH HEALTH DEPARTMENT � . _ � � . . . � � � � . . . � . . � . . , � . � � . �. � � . � . � - � IAYER OF 1/8" TO 1/2" DOUOLE WASHED STONE FREE OF IRON, FINES AND DUST. NO WATER ENCOUNTERED . . . � � . � . � . . � : ......_ � �. � � . . � . � � . . . � . � - � . � � � � � � � USEA LOADING RATE OF 0J4 GPD/SF FOR SIZiNG OF SOIL ABSORPTION SYSTEM. � � . � . - . . . . � . � �- �' � . � . . .. � � .. � . . _ �� 11JVENTSOILA850RPTION SYSTEM WHEN DISTRI6UTION LINES EXCEED 50 FEET; .. . � . . � . � . � �� � .. � � . . � . . � . � � . � . . � � - � . . � � WHEN LOCPSED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS,PARKING AftEAS, � � . � . � � . �. � . � � � �� . . . � � � . . � � . � � � . � � . . � . � . �� � TURNINGAREASOR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSUftE DOSED. � � , . . � . � . �. � � . . . . � . . . . . : . . . . x 49z . . . � � . � . .. _ . . . . . . . . . _ . . . . . . . _ _ . � 12.) SOILA650RPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF � � � � . � � � . � � . � � . , . � � . � . � . � � . � - � �� . �� CLEAN MEDIUM SAND �EXCLUDING TOPSOIL). � � .. . . � � � . . � . . . . . .. . . . . .. . . . . .. � . ',I . .. . x49.6 S� .� � Z�6.$g� . . � . � � . .. . . � � 13.) FINISH GRADE SHAIL BE A MAXIMUM OF 36" OVER THE TOP OF ALL SYSTEM � . � � � � � � � . . � ' � � � . _ � � � � � . � - . . � , . . . � � � � � � � � . � � COMPONENTS,INCLUDINGTHESEPTICTANK,DISTRIBUTION80X,DOSINGCHAMBER . � . . � . � . . � . �. . � � - .. . � � � .. � �� . � � � � �fD�f � � . . � . � � . � . � � . . . . . . .. . . . . - . � 5p . . C OVER . � . . � . . . �..r^'C� . . . VE A MINIMUM ,. NKSSHALLHA . ANDSOILA850RPTIONSYSTEM. SEPTICTA . . . . � . . . . . . . . . . . . . � � . . OF 9". . � � 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL � - � � � � � � � � � . � , � � . . � � � - . � . . � � �. � . . � - � --� � '" � � � �. � � � _ RECEIPTOFACERTIFICATEOFCOMPLIANCE,THEPERIMETEROFTHESOILABSOftP- . . . � � . . . . x qsa� � .�- as.s � TION SYSTEM SHALL BE SfAKED AND FLAGGED TO PREVENT THE USE OF SUCH � � . .. . . x 4s.5 +r � �AREAFORALLACTIVITIESTHATMIGHT�AMAGETHESYSTEM.. . � � . . � . . . . . . . . � m � . BENCHMARKI UtiliryPeds TopafConcreteBound 15.)THEBOARDOPHEALTHSHALLREQUIREINSPELTIONOFALLCONS7RUCTION . � .�. � � . . �. � . � . � � � �. � � � � � �- � . � . � � � LOT �. � � � � . � � EL=50,1t(Assumedda;um) BYAN AGENTOFTHE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM ftE- � � � . � � , � � � � � , � � . � � � . � . � � � � QUIRESAVARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITIN6 � . � � � � . '� . , � .� � � � � � � . � � � . � AfE0=40,050 SFt � � �'� � � � THATALLWORKHASBEENCOMPLETEDINACCORDANCEWITHTHETERMSOFTHE �. . �. � � � � � . � � . � � � � . . - . . � "49'3. � ___.__.- . ��'� . CBFND� _ 49.e - PERMITANDAPPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTE0. � � � � . . . .. . 49.a x �� x as.e j RESERVE z.,; � � 16.) OWNERSHALL REVIEW GRADING OF LOT & LOCATION OF DWELLING PRIOR . � � � � � � . . �. � - � �� � . � � � � �� - � -. � � � . . � � AR�' _ _ p � � �� oR��ea��@ roe�� � � - � TO START OP CONSTRUCTION. .. �� � � � . . . . � . � � - � � . � . . � . . . . . � 1 . � . . I._- z EOPe ,�� Sp . . � � . . . � ��� � N N � SD 0 . � . .. � . � � . . . . : . . . . . . � . . � . � � . � O . . � . � � . . 4 . . x 9.8 ,,, SOA . . � INSPECTION NOTE: � .� . - � . . . . . . . . . . . . . . . . 9 . . . � . u' w , c . . . . . , . . . . . . . . . - �� � . V µ µ ,. .. F� . � . . PRIORTO FINALINSPECTION BYTHE ENGINEER, SYSTEM NEEDST � � . . � . � . � - �. � . - � � . � . � � � - � � � + . ° � � _ � . BE COMPLETE INCLUDiNG 6UILDUP FOR COVERS. � . . . � � . . � � � . . . - � . � . - \ � . . . ` . 4� � / � . � . . . . . 46.8 � � . � . t" � ;, cn' v N . � -I � � . . . . , . , . . .. . . . . . ` . N , . . . � / � � �. . . � . . . . . . . . � � . . . . . � . � � � � ONE (1� SAS COVER TO BE BUIIT � � � . - . � � �, ' - `%'� \..� � `` � � � � � � � � � � � � � � � � � � � � � � UP TO WITHIN 6" OF fINISH GRADE � � . � - �` � . � 3 �, so.3 . ,, � : � � � . . . . . . . . . : x 49A � . � .. � . � � � , I..� N � . P LAN V I� W _ y ` ���� ��,�� osEo � w y o� l . . . � � � �41yI m PBEDROOM : . ^'� � �'. . . � . sca�e: s° = 1 0� � � �^ ,�; 1, �, i 3 P L A N . . . .. . . . . . . . . . . . . �,m . . ., . � `;` �' �'�p �:.DWEtl15$ ot �� � � � � . \ 11'1 t��, soF E� 5z 3i • `� A�� S C A L E 1"=30' � Y05 El _ � �n � � � � �, �;; as.s�t a � o I THIS AREA IS SERVED r .� Zx3 ' C so,5 �=I BY TOWN WATER. . . � . . . � . . . � . . . _ � � N . . . � . . . � . . � . � . . Cham6e `�� �� � ^, \ � . . . . . � . . . - .. . cn ! +l �H i ^.° � � Y'� � . � .� . . . � � � . . .... � . �/ . . . .. � � . . . . �� � . . �C+.�e�;� R :^Yx ^ f td'�y� �,^� �r� > '� "' . "'- . � � � . � .� . � \: � . � 1J'� � . � . . ' . . . . . .. �'aN:r^ "'`�"5 yC 4�� t>k{'±� �'�k a'fs? ,l�pl � - .- . � - � . . 560k• .. x.48.9 . 50� � � � . r,,,� 1 � . . � �� � � � � � . . . . - � � . �, , ,�<}.;v ��*"' a w. �'. 4 . . . . � . � ���1+-4�49.0 7P3 \ � � . . � . . . .' . . . � � : ' � ;, ` $YOf10 ' ,.._, � . . .. . . . . . ' .. . 48.3 - . � ' . �� ` ' ' . . . . . _ �...., . . . . . . . . : . . . . . , � � . - � . D Box ;.; . . � � � � � � � � � - . . . . . . . . . . . �. . � � � � ��' � . . � � . . . � .� � ��� � � � ��� � - �� � �.� � � � �.�� � ��. � � ��� � � � � �� � . � �.-� � � � �� � .� I- ���J�-8.5�--�".5�8.5�--�"���� ��..� � �� . . � �. . .. . . . � _ . : - .. .: � � '�. : � � . �. � . . . . . . . �---4 . . I�� � � . . . . � . . � 3.5 : FLOW PROFILE: NOT TO SCALE � �. . . . � fOUR (4)18" DIAMETER CONCRETE COVERS � . . : � . .� � � . � . . . . � . . . . . � � .. . � .. � �. . � . � � � � � RAISEDTO WITHIN 6" OF FINISH . �� � . � � � � - . �� - � � . . . � � - . � �. � : �-TOPOPFOUNDATION � � GRADE(ORASNOTED) - . � ,�. � . - .� � . � . - � � � . � . . .. � - � . . � � . � � � ��� � , �;. EL= 53.03 . � � � . (SEE NOTE #5) . . . . . . . . . � . � . . . � � : � � � � � � � � � � . ,. � � � � Proposed EL= S1A � � Pmposed EL= 51.0 Pmposed EL=50.0 - . � � � � . � �. . . � / / / �/\��/�\; * : /������ .._.. :.. . ,.. \��\�.� : o � 36" Proposed . � '� . . . . . . 4 .1t . �. � . . . � . ��9�� Min-36" MaxJ . � � .... . . � . . . . . . : . .- . . . � � . . . . � . . � 47 � - . � �. . � . �., � � . . . � . .. - � � � _.,.:: �...�.' � l � _ � . � � . '. . . . . � 2" LAYER OF 1/8"-1/Z" STONE � - 49.00 48.00 ; 10' � � 14" � 47. 5 ' .. - ' . .. . � i46.25 �' : � .%' � / - - STONE . � . � - . � � . � _ � . 3 4" 1 1/2" T` 47.00 46.83 . j�: �� rv r.i �: � � � . . , . . . . . . . . : � � � . . � 3 � �. 4'0" . � � ,I � . . 2" DROP . . . � . . �' � � � . - � . � � . . � . � GAS BAFFLE � . . . . 44 . � . . . . . .. . . . . _ . . . . �. . � � � � � � . � . . � . � � � . . USE THREE �3) SHOREY PRECAST � � �, � � � � � _ � - - � � . . . . � � SOOGALL6N LEACH CHAMBERS " 6•6�t , � � i� �� I � � � � � .longest Run � WRN 4',OF STONE AROUND - ' � � 37 ---t .... �19' ZQ� (ENDVIEW) 1500GAlLON D63 LEACHING CHAMBER .� EL=37.6tBOTTOMOFTP#1 SEPTIC TANK D-BOX sss'»12.83�xz.o� . � . . . ' . � . . � . � � . . �. . . H-20 � . . . , . , � - . .. . . . .. . . . � � � .. � � � . � II . \ 50.3 50.1 \ � .. _ . . ; , �3 � ` . . . W . � . � \ � . . S , \ . . � . . . . � . �. ' . . � . � . � . � . � - � BFND . . � �x 48.3 � � . � . ��� . � � .�� . . \ . . . . •� i . �� � . . . . . \} . x a9.5 � .� � �. . .� . � . . ��� \ � � . . . x 48b f . . � . � . . . `� ! . � � 4�9� ` � . . . I . . . . � . . ` � 121.55` . . . . `' . I . . , , './ . 49,3 . . . . . . . i . __ �- ' . ! . . . . ; •., � � .. �'�� 49.0 - . � � CBFND � 'n%7" -� � . - . - -- -- �.- .� . . - \ . - - � -- _ . -- -� � � . . � . . . � . __. - �q . - . . . . . . . . . . � �' � 8.2 . . � . . . . a�emeo � . : � . . �, i .�- �dge ° . � � � . . , . . . - . , ; _, 4� G�gCLE b.s �R��'� �ay� : ` �j, te G�i�� 1� ��0, �`ae' P`\Ja y 0E h9qg �' Q�s���� Jf�Ht� s9cti�, �yaF'P�S� 0 f � k9. a � JOHN � p'RE�� r�n o O'REII IVY .� ���'D Si7�V � �`�S �N . � . . - . . . � g'�. - p 30 60 90 ' SCALE 1"=30' G•�AkIO&SlfHEDAVENPORTCOMPANIES/DWG/8548.PROPOSED SITE PLAN REVISED 1 m � N ao m a � � Y O 0 m c � d Y�:t ifi.v :.i� H ..4:�i i}� �xrtment �� � ��I 2a o ��a � ate � 9/12 12 / 12 ! I y Right Elevation SCALE:'1/4" = 1'-0" 6'-10" ! 12 r� :. A�g ���1 Ci G� . ��td07 2Q2D � BUIL�ING OEPqRTMENT _ � . .- _ _ 9I12 _ . .. , , . _-- _ _ , , _ _ _ . _ - - , . � - <, ■ , r - � _ ' _ --J�� :: � _�� �_..� _,.- _ _ - - -- ____- _ _---- ----- � - _ - I I �' - _ __ __ . --- i —i , � - -- �� � ___ � � � � � -�- , � . �, �; � �'�.- �ooao ;ao0�o � � �, �-_ � , � � i _ _ _ � —: �; � __-: �'�' � � ' �!' _ ��� � ��000 _ DI��00 � � — �_� — � _ � - � � � � � i, I� �d i� - - � �u -- ' , �' 'I; : _ ' �, , _, _ � I ',� __= 0000� - �00�0 = � - � _ _- �� � �� � � � _ __ �-� � _ _ � �� � _ _ - ��, - - -: ���oao oaDoa - - - -- I . : - _ _ _ —_ _ - . _ _ ._ _ __ _ --- __ _ ---_ ,00aoo = - 000ao r==�=- ---- --- Front Elev�tion SCAL€:1/4' = 9'-0" ----- _— _ ___ _ _ _ � _ _ � . - - � 0 = '� - __ - ---- 0�� - � -- � __ _ _ ;L� - � - -- — _ ' � -- _ _ - � -- . � _ i _ - - - - -- - - -- - — _ _ _ _ - - - - - __ _ - _ � _ _ _ _ _ _ --- _. - _ -_ _ _ : _ -- , . �_ _ _ _ � _- -_ - - _ _ _ - _- - __ <� -._ _ _ _ - --- - -- :- � - --- _ _ _ _. _ . _ - - -- �f��;� - - - . - - II I' --- __ ._ .� . � I� � - _- - _. -- -- - - � 3._�. _ .._ -- _-- - - . _ .. _ __ _ _ __ _--- ---� ,o� — - - -- -- -_ BECCIA RESIDENCE - 02.052020.pin Back Elevation SCALE:1/4" = 1'-0" 6'-10" / 12 Left Elevation SCALE:1(4" = 1'-0" 12/12 A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION 9/12 i c�'s1�9�; C?� g't�,.�R"z6�rAC:..> : REVIEW[D FC° �" �!LEltdu^ AND ZGMI" C C:�E C ANC.. ERROr�S u�c � t, ,:i�SS10+!S Oti NJT ':.,_ APPLICANT �ROh�1 THt RESPON5161LITY U� 'r�o �'.0 I'_ COMPLIANCE. DATE: � �10'd0 � ��%_ � // h.-��� ���P� NEW HOME BECCIA RESIDENCE 91 �airwood �oad, South Yarmouth, MA CONSULTANTS Davenport Building Company 20 North Main Street, South Yarmouth, MA Mil�� W�lti�rr�� REVISIONS: DATE QESCRIPTION 9/12/19 Preliminary Plans 10/03/19 Structural / Historic PROJECT NO: MODEL FILE DRAWN BY: CHK'D BY: OFFICE: Yarmouth Health Department P VED � me a Elevations A-1 � 3/4"—.i� 5'-8114 _ _.. . _ _. .. _.. 3 1/2" 3 1/2' 1 /4" .. 5'-8 � � -�hNN. _ ,(.� :.-y.. � yvyv' �' � � v =ti.�- AG,l.AJ..�-- � .al_..T..J�' , .l. "�'�J�n'v,.N -.. _. �r . _ - i. v . 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