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HomeMy WebLinkAboutEngineered Plan - Rev. 2005ey _ F. tr � Q- (c - PRoPc56D C,oN'1bu2 UNE � F�►sta+o tttSeRVG ,gizEA --w x— ffX115 l NCq' CON rbU M !!XISTtNO 5PAIr r_LVVAn,0NS Xxx o 71 N i r�n� , W -- WAT taR Limb 5TH L!Y LO+C1l. O //2Fr6,9 7-1,-)1A_.1 La ::..: •. A E.?" �3T: ,/ a O o G-.Slrt't'� 'CriNFt EM3:5'PfiCZ7Y LINS. w c t SED SFtbr' SLAVA7#4 ri P saO'DI BL)7iON BOY. xx I°ieoFtlS N ?r�� V C "MOUND LrnLl"r {� isFtc Pr�S � D SAS .--u N Y , h l ` GENERAL NOTES ,.. .f ' Gr w w ELEVATIONS h5 REFER TO TCYD.ELE YAT oN $EYCHMARK S ARE As FOLLOWS: a i, PROPERTY I WST TLt' �TOP OF CONCRETE ti � � F°TiE LOWER FRONT DOOR STEP. CORYER, #2 FRONT RICHT COO S"6 ¢ iN FOR ADDITIONAL BENCHMARK DATA AT f"TACT CAPE COD ENGINEERING, TIME of CONSTRUCTION, . 1 s p� /l/t- 11` 2 2n �1.� � � .,,./.. �'- •.�.-�" ZJ o ri:`- . z c_. E ti,l c N� rr, . rf. �r ,L Q1 9s so .#s ../,�/n`cQ Ga .' C ERTIF.IED P LrO T PLA. PR EP A.- R E, D 2. PLAN REFERENCE: LAwD BURT PLAN 2819? B; BY. GEORGE LOW, JR, RLSDATED 111079, ADDITIONAL ELEVATION DATA 'SERIG,A i , PROVIDED BY CAPE COD ENGIN NDPROCEDURES SHALL 3. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS AN 'D MOUTH Cpti OR4TO THE STATE SANITARY ,iDD Of + HEALTH REGULATIONS. , r- 7r�K #, EXISTING SEPTIC TANK APPEARS GOOD CONDITION AND SHALL SEOSIDE INLET AND OUTLETSFS Etrr[NcsAS REQUIRED, , REMAIN 1NRVICE PRS T CANATION TO REVIEW V2 CONTACT CAPE COU EvGIYEERING, INC. PRIQR TO EC ADDITIONAL REQUIREMENTS.. / t -•►9 .xa_ - rc�,?`. C, �i .a T ON FOR \TACT ENGINEER AT TIME OF SYSTEM CORPLEC r.6. INSTALLER STALL CO ENGINEER F ANY QUESTIONS SYSTEM CERTIFICATION IF REQUIRED- CONTACT DURINGDTONSENCOUNTERED DOUBTS ARISE REGARDING SOIL COYR / D , -i-T ': ; <, e;.' /i CONSTRUCTIdL . ` f f OF THE PROPOSED SEPTIC ' a� . N POTABLE WELLS EXIST ti 1 WA 200 . ` � t f � � l 7. , 'NO KhO�'4 cz?'6"' TIE SA/L� VEDBYTOWNWATER. SYSTEM. THE SITE t5 SER VARIETY, DOUBLE r L rLL BE OF THE CLEANEST VA , I S.J.�✓ .r ff.�" j' E kf ,S• T,'-Iv !v G F NC'rY 9 � 8. ALL STONE USED IN THE SAS SHA y �. � WASHED SUBJECT TO INSPECTION. FILTER CLOTH MAY BE PLACED OVER THE PIP 7 P/�H1 A1 , /3 E Zvi T PEASTONE IF DESIRED.:. :Sl FEY2`•a W% � 2 D G N S oAve7C.40 SEPTIC SYSTF NJ DESIGN DA`1 A pYLl� ii1 , DR 4ULIC LOADING - 3 BEDROOMS X I IOGPDBR = 330.0 GOD rh � ow i�`,fr rE �z. �E-i2 v. c E' L 0 TANKDESIGN �CCf�TItN '2 00`l• X 330 GAL.' = 660.0 GAL- EXISTING 1000 GAL fiANiC SHALL REMAIN IN F1 d3 D DEEP OBSERVATION BOLE # i SERVICE AUGUST 30, 2005, Test Date. AU `. LYNN MCCARTEN,,Barnstable Conn ty Health Dept. Wrtaiess. L SAS DESIGN pERFORN.IED BY Robert M. Perry, P.E.PERCOLATION RATE. LESS THAN 5 MPI n'J mottling other ' elevation depth (in.) horizon texture e color � SIDEWALL AREA - 2 (2')(12,81+ 251) 151,2 BOTTOM AREA r 25' X 12.8' 320.0 S.F. _ A loam. Sand 10 YR 4/2 } 1512 + 320.0 S.F.) X 0.74 GAIJS.F./DAY -348.7 GPD 1$.2 -17.3 0-10 LOADING ( 7 GPD 4 TOTAL LEACHING CAPACITY = 3$. 16;.3 -{ 14.7 10 - 42 B Loam. sand lOYR 516 \/_j r42 13 11110 sand- lOYR 4/6 2 C 14.7-7.2 ; OCT 2 7 2005 HE"Ek- 1 H DEP ry. Parent material: Glacial Outwash - NOT FOUND Q Depth to Groundwater- lr . - - inch depth P test data: 24 Gallons passed thru the test hole ►n 5 m►n t b8 p Pcrc. . PLAN SHOWING PROPOSED _ SYSTEM s sir c- #vt �uoF, i L i± CE SEWAGE DISPOSAL �� SUBSURFACE as MANHoLe W ITW CONcfZ E FAMILY DWELLING r�o crave T=AME ��WNr FOR AN EX SINGL . � • � R � a _. GRAbrc AT 5 CovEQ-MIN.DIArl4• � � -3g _ WtTNW Ga CF FtWISHEIP ),/IANI�O LL` 2 LAY' R ot= -, RMOUTH ROAD, WEST YARMOUTH, MA U& Ui -m Wtn4iti ASµeD S1 Ne 169 WEST YA $'�° w d i r� t > L 117 F1Nt�HI=t> GRADE-i�/. G A EL 7 ASSESSORS MAP 47, PARCE ., „�.° .�'7• �. o :. ....... _... .._ ..:._ uw s -- _ 1 �GLEA 1y far PREPARED FOR O /4,SO MAY.. t 3aCL NUNROE JOSE PH a 5T �X 1 1 0 • .28 CROSBY RD. b •6 • r � Q CENTERVL.LE, MA 02632 © p -� Q 0 . e 3 ..i C7 L] coD II 508-771-1261 J _ L? Cl Cl� Q C1' ->t- p � C] Q �` .. .. • i� CI CZ C] Q Cl CJ SCALE - i 20 . 4_ $_ )� . ; . • , 6 2005 O ! s C7 Q C7 SEPTEMBER Z , , . 7, Z S' IhiV / S. 0 -� CI Q i:I C7{ Q Q C7 Z ► � � Q C3 CLQ L7 C7 Q CI Q . G7 f . ,~s _ r �r--i • , � PREPARED BY CvAs o. Q 110 1 Q ,Ip , C C1 C� CI CI CI V •• 1= Q Ci Q C1 G1 Q Q, ❑ � Q APE' CUD EI � GINEERTNG, INC ; $AF FL 1+ STAN � C M. PERRY, PE EIS z GCiUID N T30X TfOM pp- ROBERT 13'°L9 �4w 'rbi 1► ...,. LEVEL 'E, V. E L }�i'E•3Il7U TIO 4 IYZ, S� =Coxa-I- z 5 8 .i1F✓. 50 LELAN D ROAD LBREWSTER, \A 02631 , �t7N� vet�T �LevAiCNs 01 3LtDW "MNK OF AL_ aUTLeTS Tb /o2TEL_ 50$-896-4$61 + 1• • OR-Wt: OACE !► b\° S FdYTA : 8 � ©t.rr�E•� •ntCAL LEn.c+-i SVST�M _ r���aano.v ,yvE1t t,#are t 1 r� N G -No SCAt�r- AL4 p1 Pb `Ib d!= 4 E ♦ to�`'•V. C .TiH G T cxlr c*►t�ht TAAIi•G. LeT PI FOE-4sFOE-4sSHALL- 13M !1l1T. tT / o o a C- ,t_Le�CIS Lzvr.L Tb;z AT LEEAST -ryyGi,NC GZ1:T t 'PczccA�'r 'tMtta�otzce0 TWa FACT