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Home My WebLink AboutEngineered Plan - Rev. 2013IC SYSTEM SEPT ALLOWED OVER PARKING AREAS ARE. : N R IVEW AYS .NOR A. NEITHER D E STARE USED. COMPONENTS _ UNLESS H 20 COMP E THE S YSTEM AS DESIGNED UN- LESS RESPONSIBLE IBLE FOR THE DESIGNER NER WILL NOT B ITING, OVED IN WR E APPR HALL B NG S S S E CONSTRUCTED AS SHOWN, ANY CHANGES T LESS ALL TION OF A G THE LOCA V IFYIN I .FOR ER 5 HALL BE RESPONSIBLE BLE G. } DONTRACTOR, UNDERGROUNDI PRIOR TO'COMM ENCEMENT Of WORK, UT N AND O UTILITIES OVERHEAD . ALL CONSTRUCTION I ) CONFORM TO THE STATE ENVIRONMENTAL ONMEN TAL CODE LL N UCT O SHALL GON. TITLE 5AND THE REQUIREMENTS ENTS O F THE LOCAL BO ARD OF HEALTH. '. 2.) SEPTIC T ANK S , GRE ASE TRA P(5), ), DOSING CHAMB ER(5 ) AND DISTRIBUTION BU TION ` ANi ALLY N H B OX ES S HALL BE N A LEVEL S7ABLE-BASE WHIG HAS BEEN MECHANICALLY T .RUSHED STONE NE B ASE. OR ON C INCH COMPACTED, 3.) SEPTIC TANK(5) SHALL MEET ASTM STANDARD G 1 127-93 AND SHALL HAVE ftlF4.THF KAWINAI INA nFPTH FROM THE BOT - 1 En nvL L 1 DEPTH FROM RFAGE PNG HE5 LL— ✓c...v— SOIL HORIZON SOIL TEXTURE USDA) .:.. OIL COLOR i w 1UNSELL 1 SOIL: OTHER MOTTLING5 ,1A 0 _ .9 A Y AND ._ LOAM 5 _ 1 OlR �4j,'33 NONE 9-1G1 B YtOAM SAND IOYR 5/G NONE _ ,1 I G 36 36-l48 1� CI C2 SAND - SAND IOYR -G G .5Y 2 6, G NONE : NONE -.PER c G 1 .x 67,i - n a y r v � — ----._ ") VV_LL I I V vvly v vU CUK I C t, R ACRE LOWS 55 O GPD PER ENITE AL r ROFAST D _ PER FOR M C -GENERAL USE F O , 30 FEET CiJ � E LEACHING CAPACITY REQUIRED: GBEDRODMS(MAX ) @ I O GPD.550CPD REQUIPED � SIDE N REAR YARD �ETBA CKS 2 FEET : _ SEPTIC T ANK CAPA C TR E UIRED . ! 2 %oBUILDINC DAILYFLOW 550 PD@200% 00 GALREOJI ED G D PROV DE PA c I r� TA A S EP TIC NK C 1500 GALLON NM IG ROF AS T 0.9.:SEPT IG T ANK .( (ALLOWED PE R GENERAL USE PERMIT)PNI T ) S — , S I I V t.,l. V EIV'. V L: . rK� �5r,� I7ULVIv PROVIDE[): r LEACHING CAPACITY P�P 1 H: N EAC LEACHING CHAMBER CAN L 2 I 2.83 X 2'.O L EAC G I X ONE ( ) 4 X 65 .2 ,t DECKS) ECK (INCLUDING _ I GLU Q EA N U5 P P. ) 4 GPD SF 5 I 5 GPD HOUSE ( _ O 2 X O. 7 / + 12.83 X 2. _ 2 X 2.0 2 )l >+ 4 X 12.83 ) 4 2 ( _ 4t ) 1- O t( x a E UIRED > DRQ. , 550 GP EIGQ AP _A 5 P TF LOT N NOTE: .AGAR GARBAGE DISPOSAL IS NOT PERMITTEDD WITH T HIS DESIGN, DENNIS E NNI ROAD 3 447 S.F. cv 2� r _ x ;: .3% I 7 }; O NSTA L L 0 I O NE i _:M'IC_ RO F A S T 0 , 9 TO PMOUNT TREATMENT S Y T EM R A NK TO E SUPPLIED IED BYS. HOREY PRECAST) Z� � - , ,. , e_ .. r ,>1I I 4 7 , I iS .F: G OUTLET DISTRIBUTION BOX N_20 Rated) x 65:6 — to4I �. N T TO SCALE ONE ITH PUMP.AND.ALARMS--------- ONE(I IQOOGAL PUMPCHAMBERW FOUR(4) _CHAMBERS50O GALLON WjTN 41OF STONE ALL AROUND ' �.1, n—cDG ne,triGF1 119 HP PIINAP -. � � -. �.... .- .... ren nc I Ica F0 AT LEAST OR LEVEL F DISTRIBUTION BOX SHALL REM AIN T PIPES FROM D S UTLE. 8. O 2rB'EF O PE PITCHING T 0501E ABS O RP T1ON SYSTEM, TEM. WATER TEST DISTRIBUTION ION BOX TO ASSURE EVEN DISTRIBUTION. 11 BELOW, A P OF G MEASURED I tMUM SUM AMN A L HAVE I TRIBUT ION BO X SH L 9: DS HE ..UTLET I N VERT. T O 1 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSST'Of 3/ 4 TO 1 1/2 DO UBL E WASHED STONE FREE OF IRON; PINES AND D DUST AND SHALL BE DPOM TC1HEFS EIPN SURFACE SOIL HORIZON SOIL T ExTUBE (USDA) SOIL.�(NIUNSELL) LOR, TLT. OHERT SMOOI LING 0-G A Y > LOAM SAND I Y 34 O R NONE - G-30" B - LOAMY SAND' � I OYR 51 NONE 3 -1 22 „ 0 CI I M COARSE SAN[ 7 MED U -. i OYRBG u NONE PERG 54 .x 67,i - C TANK SEPTIC S T x3 : A ^ 6 x 67,4 O f 3 � C� . t_> .- 1 4 83 12:831 I PTIO RCVI5ed 3/2(5/2012: Septic Design and TP -5t H01e5 Updated OVERTDIL RYV SLET Revised 12/7/1 1 : Changes to house s e, driveway, grading and coverage: e_ Revised 10/1 1 / I I : Revised door cations; lightincl, driveway width, lantm 5, Walk way confi " uration, rctaininc3wa115, and utilitie5. E 51TE SEWAGE D15PO5AL 5Y5TEM DE51GN I e) CENTERBOARD LANE, SOUTH YARMOUTH, MA _ I UU IG u— UNDERGROUND UTILITY SERVICE SCALE: As Noted , s :. . .GAS CHECK: JMO AS5 ERV NE 3O 1 NG LOCATION EST /ORI _ .x 67,i - C TANK SEPTIC S T x3 : A ^ 6 x 67,4 O f 3 � C� . N ox DISTRIBUTION TIO B _ _ DB DISTR _� AUT EXISTING HILL TO BE SY5 TEM INSTALLED B FL O W T HE G R O W O F THE E -DL5 T R i U T LO N LINE N E T O T H E B O l T O M O F T H - E 4 S �. .S O l L TE5 T HOLE4EL_G7 0+ DB P OPOSED TO ELEVATION 5_ 50ILA SOP I NSY5TEM.BASEAGGREGATESHALLBECOVERED WITH A2 N PINES AND DU5T.LAYEROF /8TO12 DOUBLE WASHED STONE FREE OF 190 I i.) VENT SOIL ABSORPTION SYSTEM WHEN D1 TRi UTION LINES EXCEED 50 FEET; WHEN LOCATED E1TH R IN WHOLE OR IN PART UNDER DRIVEWAYS PARKING AREAS, TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSUPEDOSED TEM SHALL BE COVERED WITH A MINIMUM OF 911 Of 2.) 501L ABSORPTION SYS GLEAN MEDIUM SAND EXCLUDINGTOPSOIL). MAXIMUMO36'OVER THE TOP OF ALL SYSTEM A B ES O FOR O l INt 1- C0 EG 53 � ` RCVI5ed 3/2(5/2012: Septic Design and TP -5t H01e5 Updated Revised 12/1911 1 : Change5 to cyading/and driveway location. Revised 12/7/1 1 : Changes to house s e, driveway, grading and coverage: Revised 10/ 1, 9/ 1 1: Add Second:so kern retairnncj wall. Revised 10/1 1 / I I : Revised door cations; lightincl, driveway width, lantm 5, Walk way confi " uration, rctaininc3wa115, and utilitie5. Seven H !15 foundation 81 HOPE AVENUE, WORCESTER, MA O 1903 51TE SEWAGE D15PO5AL 5Y5TEM DE51GN I e) CENTERBOARD LANE, SOUTH YARMOUTH, MA J.M. OTEILLY & ASSOCIATES, INC. I DATE: , 9/ 1 5/ 1 1 SCALE: As Noted BY: KEP/gmb CHECK: JMO JOB NUMBER: JMO-6501 3O 1 _ 2 ,A _ .. _ �<- _ :I, I ,...... .. , 36 2 2 l ■ SEE-NOTE #20) Roserve RE.S E R R F UT U R VENT 5A5 L, TRASN.BIN — 7 6UTILITY ENCLOSUP TH4 CATCH,BASIN SCAEI 10 FIRE HYDRANT Y , WELL DRAINAGE MANHOLE _ I le Do Exl tin Un er ound InvI Pence CONCRETE BOUND.'FOUND t3.FINISHGRADESHALL BEA , COMPONENTS,INCLUDING THESEPTIC DI TRIBUT{ON BOX>`DOSI G CHAMBER TO ALONG PPO ERTY LINE -DATE DF TESTING-: 3 28/I2 TOP Of SORPTION SYSTEM, SEPTIC TANKS SHALL HAVE A MINIMUM COVER 64,6 AND 501L A PERcOlATIONRATE. LESS THAN 2 M!N IN.HiN(I _�YER IN TH3� C2 _AlE INTH4 x 66 s � ED BY.K I1_H'E. F RNAN ES, PE, J.IC_ _Y SOCIATES iNGLIMIT o91, �ITNF 5 X:67,0 AMY VON HONE, AGENT YARR��TH R APDOF FENCE IFROMTHE DATE Of SOILABSORPTION SYSTEM UNTIL NO A TER ENCOUNTERED EDGEOF CLEARING RECEIPT OF ACERTIPICATE OFCOMPLIANCE, THE OF THESQiL ABSoRP_ _O��IL ABSORPTIONIO� �YS EM UCH USE ALoAD NCR EOF GPD/5F FOR5IZIN Fx 67.9 TION SYSTEM BE STAKED FLAGGEDTO THE USE OF 5 ARBORVITAE AREA FOR ALL ACTIVITIES THAT -MIGHT -DAMAGE -THE SYSTEM, .. - r: ' PR O P 05 ED , c, a8 _ rx _ .. 7, 06fi, 8 ✓�_.1 :w 5 1 ,- : � : t : 1I 1 , : � ... �. O PI k ...5n :. V D o OF D OWN SPOUTS ONST RIJGT O ;.. _ R O ALL _ - , NO FAL 62,4 C 10 _ 1 1 E INSPECTION L R EQU R >H SHALL .,: O ARD OF HEALTH I F 1 5. THE 2,9 � X . 6 8 RE 4 i , M _.. , I 1 r H OR THE JES IGNER IF T HSS H OAR D OF HEALTH E , B Y AN AGENT OFT B n : 2 .Q UI E5 AVAR VARIANCE) ).AND MAY REQUIRE E U H PERSON TOCERTIFY I N WRITING ro x .. _C6 ACCORDANCE WI H THE TERMS M5 OF THE THAT ALL WORK HAS BEENCOMPLETED1N , _ 1 I , � PERMIT IT AND APPROVED PLANS. 48 .OURS ADVANCE ENOTIDE Is "REQUESTED �o2PROPOSED VEN T - 63.5 I G, � I n? OWNER /GONTRACTORSHALL REVIEW HouSE DRIVEWAY LOCATION AND FOR F.A.�.T . UNIT � THE E LAYOUT UT AND DIMENSIONS N 10 N � OF THE GRADING PR ORTO EXCAVATION. Fpp O pO 5ED LEACHING CATCH BA 5 . OWNFR APPROVE) VE } :PROPOSE D DWELLING HAVE E B EE N TAKEN N ' !I7. C O.NT RA TO:• R SHA.LL v ERIF(BUILDING NG s ET BACKS BUILDING IN G c 0 V ERAGE , iI 'N T O SCALE E - _ C6,� 2 l _ ( c � :. ..: P O D Pq , � ., .. ._ ry \ , � . <. .. - e FROM. T 1 E PLAN NDAT D7 2 /2/I > 59 DESIGN HEIGHT COMPLIANCE WITH ZONING SETBAGKS ISNO EXPRESSED 06xs ORIMPLIED HEREON.24,Dlam. CATCH Cast(ronFIa e and PREPARED GROUND AN OVERHEAD I ed t Grade PROPOSED 5ED OWN SPOLT:5ArD41ADsPIPE 8INSTALLER TO CONFIRM LOCATION ALL UNDER f�use �i,NL 9482-�00CATCH BA51N DTn C1_LECT ROOF R1N0FF-AND. AIN O� Revised I 1/2G/2012: Added offsets, Clarified Grading, Aclju5ted Notes. RCVI5ed 3/2(5/2012: Septic Design and TP -5t H01e5 Updated Revised 12/1911 1 : Change5 to cyading/and driveway location. Revised 12/7/1 1 : Changes to house s e, driveway, grading and coverage: Revised 10/ 1, 9/ 1 1: Add Second:so kern retairnncj wall. Revised 10/1 1 / I I : Revised door cations; lightincl, driveway width, lantm 5, Walk way confi " uration, rctaininc3wa115, and utilitie5. Seven H !15 foundation 81 HOPE AVENUE, WORCESTER, MA O 1903 51TE SEWAGE D15PO5AL 5Y5TEM DE51GN I e) CENTERBOARD LANE, SOUTH YARMOUTH, MA J.M. OTEILLY & ASSOCIATES, INC. Professional Engineering :& Land Surveying Services. 1573 Main Street - Route 6A P.O.Bos 1773 ' (508)896-6601 Office : Brewster, = MA 02631x (508)896-6602 Fag DATE: , 9/ 1 5/ 1 1 SCALE: As Noted BY: KEP/gmb CHECK: JMO JOB NUMBER: JMO-6501 - r: ' PR O P 05 ED , c, a8 _ rx _ .. 7, 06fi, 8 ✓�_.1 :w 5 1 ,- : � : t : 1I 1 , : � ... �. O PI k ...5n :. V D o OF D OWN SPOUTS ONST RIJGT O ;.. _ R O ALL _ - , NO FAL 62,4 C 10 _ 1 1 E INSPECTION L R EQU R >H SHALL .,: O ARD OF HEALTH I F 1 5. THE 2,9 � X . 6 8 RE 4 i , M _.. , I 1 r H OR THE JES IGNER IF T HSS H OAR D OF HEALTH E , B Y AN AGENT OFT B n : 2 .Q UI E5 AVAR VARIANCE) ).AND MAY REQUIRE E U H PERSON TOCERTIFY I N WRITING ro x .. _C6 ACCORDANCE WI H THE TERMS M5 OF THE THAT ALL WORK HAS BEENCOMPLETED1N , _ 1 I , � PERMIT IT AND APPROVED PLANS. 48 .OURS ADVANCE ENOTIDE Is "REQUESTED �o2PROPOSED VEN T - 63.5 I G, � I n? OWNER /GONTRACTORSHALL REVIEW HouSE DRIVEWAY LOCATION AND FOR F.A.�.T . UNIT � THE E LAYOUT UT AND DIMENSIONS N 10 N � OF THE GRADING PR ORTO EXCAVATION. Fpp O pO 5ED LEACHING CATCH BA 5 . OWNFR APPROVE) VE } :PROPOSE D DWELLING HAVE E B EE N TAKEN N ' !I7. C O.NT RA TO:• R SHA.LL v ERIF(BUILDING NG s ET BACKS BUILDING IN G c 0 V ERAGE , iI 'N T O SCALE E - _ C6,� 2 l _ ( c � :. ..: P O D Pq , � ., .. ._ ry \ , � . <. .. - e FROM. T 1 E PLAN NDAT D7 2 /2/I > 59 DESIGN HEIGHT COMPLIANCE WITH ZONING SETBAGKS ISNO EXPRESSED 06xs ORIMPLIED HEREON.24,Dlam. CATCH Cast(ronFIa e and PREPARED GROUND AN OVERHEAD I ed t Grade PROPOSED 5ED OWN SPOLT:5ArD41ADsPIPE 8INSTALLER TO CONFIRM LOCATION ALL UNDER f�use �i,NL 9482-�00CATCH BA51N DTn C1_LECT ROOF R1N0FF-AND. AIN O� Revised I 1/2G/2012: Added offsets, Clarified Grading, Aclju5ted Notes. RCVI5ed 3/2(5/2012: Septic Design and TP -5t H01e5 Updated Revised 12/1911 1 : Change5 to cyading/and driveway location. Revised 12/7/1 1 : Changes to house s e, driveway, grading and coverage: Revised 10/ 1, 9/ 1 1: Add Second:so kern retairnncj wall. Revised 10/1 1 / I I : Revised door cations; lightincl, driveway width, lantm 5, Walk way confi " uration, rctaininc3wa115, and utilitie5. Seven H !15 foundation 81 HOPE AVENUE, WORCESTER, MA O 1903 51TE SEWAGE D15PO5AL 5Y5TEM DE51GN I e) CENTERBOARD LANE, SOUTH YARMOUTH, MA J.M. OTEILLY & ASSOCIATES, INC. Professional Engineering :& Land Surveying Services. 1573 Main Street - Route 6A P.O.Bos 1773 ' (508)896-6601 Office : Brewster, = MA 02631x (508)896-6602 Fag DATE: , 9/ 1 5/ 1 1 SCALE: As Noted BY: KEP/gmb CHECK: JMO JOB NUMBER: JMO-6501 - 70 MFG 7 1 55 BY BAST A 5 08 7 MLLE M ) rE R CEN , I i _ -