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34 Pleasant Street Proposed Septic Design 2-34 /8• /1' LEGEND: » t To t EL 14..SO fiL7 Efi 4• CAST IRON PIPE 4rtrN Wi99aED STONE VENT EXISTING SPOT ELEVATION COsO (OR EQUAL, M!NWUM M•+4 !IS REQUIRED EXISTING CONTOUR----OD--- i/4 PBR FT. pri, FlNAL SPOT ELEYAifON zsroeL r-rcr' SPet'D 3;'AR 9c 2 1CONCRETE FINAL CONTOUR ANCHOR SOIL TEST LOCATION FLOW LME Lfvrw ¢EG E L N 0.83 a LFIIIJTY POLE •4 uy. /1, 74 � TOW WATER +W f GAS ELEY ./!� OA ELEV /O.GO i• LElA3w /O.QO ' _ ►10 ELEV.>, SIS gEJV LINE C _ DISTRIBUTION N Zo Om C.P.0 4 rij0 ES. ( U PLACED ON FIN"!/ &45Ej BOX _= EQ VA +�rrA STONE ICITY IINTL�ATaRS (0 It 1T) BE WATER TE57ED 5 9 WCHES 20 0 w tlORE THAN !l' X 82 x /O" - TRENCH FORIIATTON DEPTH HORIZI TEXTURE • BENCHUM MOTT. I OT}IFt u TW of MIaAnoH 20 FT: M Nlwu FROM CELLAE — SOIL TEST LGbt+n y • ELEN. r 5� 10 ►m4W 10 FT. kWiklJk FROM SLAB OR CRAMA SPACE OF SOIL BY 'CR a N14 CL£l1N SAND SOILETi Si DOME "TWES�D BY a G, 4e 4' SCHEDULE 40 PVC PIPE LOAM AND SEED OBSERVATION HOLE `1 ELlv.•�2 YLH PITCH 1/80 PER FT 2• LAYER OF CnR13a v PERCOLATION RATE �Z.. MR.MCH AT -All ` INCHES -34 /8• /1' LEGEND: » t To t EL 14..SO fiL7 Efi 4• CAST IRON PIPE 4rtrN Wi99aED STONE VENT EXISTING SPOT ELEVATION COsO (OR EQUAL, M!NWUM M•+4 !IS REQUIRED EXISTING CONTOUR----OD--- i/4 PBR FT. pri, FlNAL SPOT ELEYAifON zsroeL r-rcr' SPet'D 3;'AR 9c 2 1CONCRETE FINAL CONTOUR ANCHOR SOIL TEST LOCATION FLOW LME Lfvrw ¢EG E L N 0.83 a LFIIIJTY POLE •4 uy. /1, 74 � TOW WATER +W f GAS ELEY ./!� OA ELEV /O.GO i• LElA3w /O.QO ' _ ►10 ELEV.>, SIS gEJV LINE C _ DISTRIBUTION N Zo Om C.P.0 4 rij0 ES. ( U PLACED ON FIN"!/ &45Ej BOX _= EQ VA +�rrA STONE ICITY IINTL�ATaRS (0 It 1T) BE WATER TE57ED 5 9 WCHES 20 0 w tlORE THAN !l' X 82 x /O" - TRENCH FORIIATTON DEPTH HORIZI TEXTURE • COLOR MOTT. I OT}IFt u - LGbt+n y 10 y2: C3 a /O Yp G, 3 4 +Et /0:2 ° 31r?419 9 C M /oyR SHEET Ger .s">'�/99 son A. ft 11.`2 /I J 32' !<L 2.2 4 GALLON oNE outs ET - „� w Z9 ✓WATER ENCOUNTERED AT / 32., mv. so 2. SEPTIC TANK (TO U PLACED ON FIRM SOIL ABSORPTION L(1 —=.3 3/4• 1a 1 SYSTEM (SAS) Noa am STONE ADJUST. 2.3 a Ex/srI/JC- coAr Hov,sF DESIGN CALCULATIONS SEWAGE DISPOSAL SYSTEM PROFILE oesERVED WASTER �AeL (WAT/ER �ggDgqL} q•S- ra oc rZJcA,o..<n NUMBERR otSP�OOMSAI tT 7 , + BOTTOM OF TEST ME ElEV � ELEV.� `F(D ^ TOTAL ESTIMATED FLOW D { 110 GAL/E2/0AY X ' 1*rl[./pAY 3 4• �© /� REQUIRED SEPTIC TANK CAPACITY 1 s O GAL LOOa ACTUAL SIZE OF SEPTIC TANx o GAL ; v \\ A SOIL CLA=CATION z. 1I g, J \ J O 2oNE DESIGN PERCOLATION RATE MIKAN. EFFLUENT LOADING RATE �� qP111 EXIS r/Al - T N i cAl.DAY/SFs cru/jUGKNEADLEAMG ARF11 (llX 82�Q6GA ) - 'S0. FT. V P LAND >< !__3 T/- �' � 1 _ ` J `� •- 1 j� � LEACMG CAPACITY (AREA X RATE] �8Z�AL./pAY sb L3f REMOVED T �-{- -� . - .,<.. / _I_ 1 1 "1{ 'y�Ex /S7-IAJOp p n LJ JC =G E °� T -�oS7+C. 74 EL1.3.T I QRopa-le I `— - - - � ' f' Wi 2t Plea W/ RESERVE LiACNIN6 CAPACITY 7CAL/DAY ��i z r�R y . I 3-t ��cA7s NOTES: D�1 A- TITLE 5 AND LAM Ath ITDVN OF -y^ AMCPAND MA7M" LL . REGULATIONS FGR THE SUBSWACE DISPOSAL OF SEIEAQ�. t`E3.5UM �)Z 0•OF iDGRADNE�IAl1. F> @'CttCdiT TO� 3. ALL COUPONDITS OF THE SANITARY SYSTEM SHALL EE CAPA04 OF 1N TMTMANUNG H-10 LOADING IN= THY Aa» UNM OR S•1TW4 Ex rS r IAI<; po>zcH \9 I P R 10 FT- OF DRXVES OR PARKOTG ARRAS. H-20 LOAD IGCv - MAIA NaU3£ 1 f >' 'r A MM e�"ALL a" - ti To 3t= 12E- ?k` �l USED UNDER OR 1LtTTSId 10 FT. # 0L'XTES gT PApXLING ASG.AS. 11 1 PATio rk�L' \f�� Q ANY MASONARY UNITS USPD TO LtLNG Coy= TO OP -AM. S'�►IL 1 DS1TIoNED 1 C � 1U? 1 BE MORTARED IN PLACE: • 1 I i •O '� qtr \ Q T T (� $ NO Or-TER!INATKIN HAS EM MADE AS TO C60UANM rTH 1 / 200 DEEDED OR ZO"^' G RE4"1LATdX6NS O"' f d ./ A SrEJC► TIS TO ' 1 _ - OUTFJ� roo �3 �iVA/A•}f' 1J OBTAIN SUCH DETERPONATIO,4 FPZI APPROPRIATE AUT=-nY. I 1 )? N zOrvF \ S. UTILITIES SuOY:N ARE APPROJQuATE ONLY. EXCAVAn N 6Q`!TI'ACTI?^. • • • • • • �G-344-7233 AT LEAST 72 147PTS I .>•wA[t 1 %` RMp � IS TO CALL. •DIG -RAFT:• AT 1-E�" .� 1'a2CH P3iB.R i. CWTIZACTOn IS TO VMFY OADES AND tLEVAT!" AS ir.1`.L AS • ! Lt/R DCII!. ANY \� 3 D R V % ' T -E,,; i 1 Y _ 0 i " IS TO BE BROUGI{T TO THE ATT ?lIIO?d DEQ $ (j` O l° f4 T �9 • 4, • `100 x O 11LL(EDIATElY. /too Q °lam a PARCNl IS 1N FLtIOD TONE c o,e O A$ r!" 2sos-`00C 04 ' sf»,�,•LC Stomp 9. LOT 1S SHOW ON ASS S MAP �.�. AS PARCM ...Z _ / ` 1L l 1 � 10. EXXgT3"'.a .OPTICS APE TD •PE PU�EA AHA ®ACtlF.F+d3.ED. - -- PROPbsGD Two q 1, ¢ �l 11 ALL UNSUITABLE kATi}T1JIL SHALL BE REIIOVFD FROM UNDER AND FOR d1` 1 /xESPRvE S.O.S. IR '�• fJ.t'ter) r D � r ! A MHIlUM OF S' ARDUM LEACHNO fAOUTY AND BE REPLACED "TH .. i?�Y AAz l (; �` 3` V r kATFR1AL AS SPECIFIED 91 310 CMR 1S237c(3� t� t 1.5 v I w CAOAn/A `1 00- 1 ` `� tl I�`>, h ';S FLS. - \� ��1 'J 4y� O 0 r.• a a2,vc../A _ 'm APPROVED: BOARD OF, HEALTH r DATE AGENT 3 11.0c ` + C\ � � ' L sTorvF f't^owC. YZc7-41 W/1L1 F1.oQv FL CDC7�) PrIz sc41-c >-rco.., Fr2." .•rnnp 2ev. s/za/9s Zo *v Z ONE c J3 _600 19 —101 ZrACH • �,dFXS/�/- ...r� 4• of sro.VF - w/ H20, Ams,,,tf• ,Ztl; E (ryp" R!M ca EtEV /Lo : � (Co""ecr ro Do"-pesu -ai . wj• F +�. r . I OF CRAIG CIVIL a • • ✓�` � No. rasa FS$G7, r / jl .. .• xy �1Jnii•'. off. - +1 I Y / 01999 CRAIG SHOOT P.E. yA�,�a STN ZV' $ !�'` Pld 1A 4 F-440cvS { , Q`E yy PROPOSED ` SEPTIC DESIGN _K F VJA/ A/ LOCA 3 CRAIG 9 SHORT PROFESSIONAL ENGINEER 508- •P.O. BOX 104.4 398-8311 50UTH DENNIS, MASS 0L680 I%c NaamSE ° 31r?419 9 SHEET LOCATION MAP ' .s">'�/99 / 01999 CRAIG SHOOT P.E.