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HomeMy WebLinkAbout0010 LAWTON LANE - Health 10,Lawton Lane West Barnstable A=214-016-002-Lot 34 k Town of Barnstable Regulatory Services $ Thomas F.Geiler,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: 9 M- U, Designer: r: Aiz Address: fftS"-J�YAds: YMLOML (`5 6261 r� - was is sued a permit to.install a (date) p `o . . .. (installe septic`system at e - - �' �based:o:a a-design drawnby (address) &V-- dated d` 3 jr :-(d igner X . 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. 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 mi accordance with State &Local Regulations. Plan revision or certifie as-built by designer to follow. IH OF 61ASS9cy moo. .,ARNE H �N Signature) o OJALA CIVIL J�� �G I S T N signer's Signa e) (Affix s,Stamp:Here)'= 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:Health/Septic/Designer Certification Form TOWN OF BARNSTABLE LOCATION io LoLtbon SEWAGE #2-004 —2 VILLAGE t G' .2"" AS ESSOR'S MAP & T2AL 3�4 INSTALLER'S PHO��O. mA _ ,. SEPTIC TANK C A� LEACHING FACILITY: (type�o�- 9 h0n1Y1qsize) e�P >c Z5"X� NO.OF BEDROO BUILDER OR OWNER T)^ r5 PERMIT DATE: D COMP CE DATE: tI 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 -� _ I I b i° No. r J "� Fee /D THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for Migooar *p5tem Congtruction Permit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) [Ptomplete System ❑Individual Components Location Address or Lot No. /O Xjk;o,'17it/ �@ wner's Name,Address and Tel.No. Assessor's Map/Parcel Boo�d�a7© Installer's Name,Address,and Tel.No. (? �h Designer's Name,,Address and Tel.No. y Type of Building: Dwelling No, of Bedrooms Lot Size3� /�� sq.ft. Garbage Grinder( ) Other Type of Building L!/oc�� No.of Persons ? Showers(a) Cafeteria( ) Other Fixtures �fSff!l.4s €� Design Flow 330 gallons per day. Calculated daily flow gallons. Plan Date lYl~)4 2 5i Number of sheets Revision Date Title 7-17ZC 1 iTF A�,� e j - G6T- 3,1- CAu�a�y 4�i>C� Size of Septic Tank 1,S_OlJ 6;V1-C1,0rY Type of S.A.S. Description of Soil s' /A- S 1Z r-1W B/Y Nature of Repairs or Alterations(Answer when applicable) 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 provisio of Title 5 of the Environmental Code and not to place the sWIte era on until a Certifi- cate of Compliance has been i by this Board of ealth. t Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. a03 J — Date Issued .� ._w �.` _ _£_ .,..ro+� —_ '-�.--._ 'dry•-- _. ......�,.__ �. �_.. _.._ __._____ ��. JN No. r, _ Fee t Entered in THE COMMONWEALTH OF MASSACHUSETTS� computer: s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSL'JSETTS 0[pplication for bigpool bpftem Con5tructiori Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) VC0110mplete System ❑Individual Components Location Address or Lot No. f9 �c 5 Owner's Name,Address and Tel.No. a Assessor's Map/Parcel R�C� CART Of a(le Installer's Name,Address,and Tel.No. A � f ai Designer's Name,Address and Tel.No. i vi t �• e of Building:g: x ©.aEN SPACE' Dwelling No.of Bedrooms Lot Size30i Ife8 sq.ft. Garbage Grinder"( ) Other Type of Building �F No. of Persons Showers(a.) Cafeteria( ) Other Fixtures Design Flow _3.3® — gallons per day.'Calculated daily flow G G G gallons. Plan Date/j'/4-/tlh` 2_/ Za0S/ Number of sheets V Revision Date Title 7"-/T« V S/7K- Df 1-07-r34' 1_*&/T/sN Ls¢ncL" ' Size of Septic Tank -5-610 G;rllosl Type of S.A.S. Mf . Description of Soil 140 et 1W ly _S'U,6 /T7,vl-D �,-44ssiy h Y Nature of Repairs or Alterations(Answer when applicable) 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 provisio of Title 5 of the Environmental Code and not to place the syste inJo p eration until a Certifi- cate of Compliance has been i d by this B and of ealth. � , Signed 'r f�l Date G /c Application Approved by 4 Date 61illo Application Disapproved for the following reasons Permit No. C>10 '— Date Issued t THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed O Repaired ( ) Upgraded( ) Abandoned( )by RZ L v. A 6Cn v`- at )tl t_�.� � Lbnn [cnr le ,.°has been constructed in accordance with the provisions of Tile 5 and the for Disposal System Construction Permit No.c2 00. -,213 dated Installer Designer The issuance of this peermit,shall not be construed as a guarantee that the sys em rll nction a design"d. Date .0 ��1 L`fl Inspector r --------------------------------------- No. CaCW ... Feed^ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS ,-, ligooat &p5tem (Construction Permit Permission is hereby granted to Construct(1V )Repair( )Upgrade( )Abandon( ) System located at /© .(fl&!/77Ji5� L✓¢9S6Fi CEto7€.,o tX '//,0 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. i Provided: Coon truct'on must be completed within three years of the d to of this t. y. Approved TOWN OF BARNSTABLE j LOCATION SEWAGE #)_0 VILLAGE , AS ESSOR'S MAP & WT INSTALLER'S NAME&PHONE NO. SEPTIC TANK,C PAA> � LEACHING FACILITY: (typesizej 1. x Z]"x 2—' i NO. OF BEDROOMSR , BUILDER OR OWNER ' PERMTTDATE: D COMP CE DATE: I 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 is Furnished by Al - Dec Y_ i own of Barnstable 11rr P Department of health,Safety, and Enviroomenlal Set-vices �1LQ_ Public Health Division D: e Q 367 Again Street,I lynnois MA 02601 uAntISTAnrJK _ MASI o-' �g. � Dale Schednleil Vol 1 ime ice I'd. _ . . ; V. Soil SiiitRbilitl�'Assessni.ert-t.f )l.,.Ner age Disposal' , I'cJonncd If � 1'L�b �T y. rP r�.1l�C= 'INilncs(cd�lly: GZA1\A 1 LOCATION & GIpNERAL INVOIi04TA ION' Location address , .4 nT Owner's Nnn1e U l„_,A,4Ar2�4 \.,,,1,,1,,-r_ address 300 Assessor's Map/I'nrccl;' "-AAt%y latginccr's Nome NI:1V CONS'fRtic'nON V REPAIR 'telephone 11 Land Use y&G ,X nOOj`Z_ Slopes(91) Surfnce Stones 7 rS Dislances from: Opcn 1Valcr Dolly 100 Il Possible,lVcl Area y 100 fl .Drinking Wake\Nell �J!�O fl• `t Drainage Way _It' Ihopyly Line to It Other R• ICI;l C1 is (Slrcet name,dimensions of lot,exact localions ofIcs(holes&pert tests,locale wetlands in proximity to boles) 4, ��r 7��r o. � Lod 3 leg i ire 5-0 \ )lq v _ I Oct �.Aw�'or► I'arent matcrinl(geologic) 1%,\,, � �4w.." Depth to Iledrock Dcplh to Groundwater. Standing 1Vater io I tole: (& Weeping from I'll Face Hslimn(cd Seasonal I ligh Groundwa(cr I�hp �.LIYtIC1.rA�>� Y D TERIYII NATION VOR.SI ASONAL 111011 WA`I'1!;1Z.TAIILET AIC111011 Used: �► \ �. M� Depth Observcd"standing in obs.hole: in. Depth to soil mollies: i11, Depth to weeping from side of ohs.hole: in. Groondmler Adjustment Il. Imlex Well ll _- ,. Itr.ndinR Dale: _ Index Well level. __ Ad.j.factor AQj.Groundwolcr I.cvcl I'I IZCOLA'I'!ON TEST •`. ` :ii illlle Observalinn I tole ll 1 _ Time at 9" Depth of PCIC 4 I I Lgy1 Time at 6" Stall Prc-soak'fimc (® %v ki, 1 ' 'finoc(9"-G') End Pre-soak i y y Zg UV4A0(.4% 'C'0 Rate Min./loch _1i� L.L SP-Tu AT TR Site SuilabililyAssessment: Site Passed V Site Failed: Additional'I'esling Necded(Y/N) Original: Public health Division Observation I lole Daly'I'o Be Completed on Dock j Copy: Applicant 0 ON 110LU*,A,OG 11ole I/ Depill hool Soil ilolizoll Soil Texiore Soil Color Soil Sul I'llce(ill.) (USDA) MoIllilli; (Silucloic,Slimes,Ilouldems. SL 0 as A— L tv/A VA ts-�! nv 't 7, libli IL Aj —I- ufw-j 1-to. tJ-zC..y ZVI-lw.�L- DEEP OBSERVATION HOLE LOG 11(de I/ Depth hoof Soil I lolizoll soil,l,cxllllc Soil Color Soil- -, , , I , , 0111cr Surface(ill.) (11 IS DA) (Mullsell) MoIlliol; (S(oldorc.sloncs.Iloolducs. 0 n CD Au—10 L D .30- coov(a 61— DEFT01381.001ATI'ON HOLE LOG Hole 11 1)C11111 I'lool Soil Ilorii.ou Soil Tcx1ing: Soil Color Soil ()flier Sorl'ace(ill.) (USI I"A) (NI1111scli) . 1`00111111t; (Siluchoc,Sloocs,Ilooldeics. 7 DE1,R'P OB81.F,1kVAT1ON 1101,8-LOG I loI6 11. Depill I'lool Soil I lorixon Soil - Soil Colof Soil Other Surface(ill.) (IISDA)' (,Imclorq ♦ lapinullsill.-alm—Wile Man; Atic)vc5OOyc.ir howl l)n(iii(i.iry No_ _ Yes Wilhin 500 ycar boull(Inly No Willihi 100 yenr flow1j)omidnry No r/ Yes V-PIA!, of NJAILULUY Occurrhm-LeA-ALL i is Materia-1 mes -it least oc6oll-Ing pervious malerini exist in all areas observed 011-oughoul the area proposed for the Soil absorption System? lrnot, %V11,11 is the depth offlailli-ally occurring pervious llm(c.ria P cel-lify 111,11 oil 5 mo I have passed the Soil evaluator CX1111filafill o approved by the —w, Department of Environmental Proleclioll nod (11,11 the above analysis was performed by file col).sislellj %villf the required training, cxl)ci-(isc and cxl)cl'icllcc(IcsCribed in 3 10 CM R 15.017. sign'llure 1);Ilc --30-1D0 —01 i tWiE u:... :.. t-C'SNtW5il5---1- rtrtii � 0 '1 TA46\y C4�-- /% ba I ..- vlNy�IAVVFJl �•. I I / I 6UIM__.{� I Mf C23S\Y:&Y_W C I I ...-�RQ61T'ELeITZ'S�oti � ...Rl�.G1T C-1.ElVinTlC�1J_ .,. - I l ' I _ I _ Q — Q - r - ''(^`SNl/•T 111NC�::oN'2:ilt)l2/�Ftli�S- - \ N I — s 0 3 _ " P7 'y �Jup•ts 'I ���v/ . .. ...___....._. �I D V �. r C0' - ' 1 ' SCALE ORTE ---_ 508.428•6 ll<!5evl i n v Kt7LGcty I m " I' v C( UStOn) p o; n.,o-JOISTS T. -. designs o 7 copyright.02004 1 tl- All Rights . V':STEP„1?tr319L5.__� ©)2tilo:r,v Dt tE Reserved r.z�N o t9 D II IL I .. g -t.b` I 1.0.. A:o•. .. b..J.. I._.._...,_ .I 5 d a cr - Il _v o fI St=cTi'ON _ 14.0" 26•'O.. Preliminary plans and layouts by D.C.D.are for the use of their customers only.Any other use is-strictly prohi bite i 1 II I i 310 I:O l - N � p I I li o 0 3- G N. 5 _ SCALE DATE 508.428.6191 (Eevl i n Custom (Eesigns -_ copyright®2004 - I All Rights -- Reserved W. , ! I 4 --CS-=T-1=rF•.rn�aN ---- Preliminary plans and layouts by D.C.D.are for the use of their customers only Any other use is strictly prohibite i I I • I I � , 1 ---Ito-��rL�--_- ' � •t' SCRIE DATE LEI CG) i 508.428.6191 i N- t<_ I - 24A6V'C3)-tsoIIH7:Ru' Levi i n Custom . — — designs t��_ - 1 \ i copyright 02004 I i FBI All Rights Reserved n Pr eliminary plans and layouts by D.GD.are for the use of their customers only.Any other use is strictly prohi bile I w PIA.1:DtVC.fll.l.EL 40N0 TUBM ' M Xa°)t V ri LC.FTG. aa'o'\vu clA•� a.o - .. tf-o" ._ ...._ ..:_.._. I't•.cam 1 -I��-1}��1-�-'II� q.b_ I. $GALE DATE I- ?tTlrLmi S7L'FS 2°XR°X?O1F�i FLG.£ONS1R' `i.o' i ... sAu P FILLE D ED LALL\'r:Ol i I 508.428.6191 i Levi i n @Ustom (Eesigns I � �THtt catrec.s,�m. o - - copyright®2004 N All Rights N Reserved i I P i0 to t _. ........ ' � 2•n�}p.t clu U"SLnT1E p o c' ___..__._..=__S._)•Y2Yf7L_:.]c.N�FJS.'SAJOG , r yM;L WALLS nm 9-CALIF. . - THK.IttYCD FUL _ a i s I i `\ Preliminary plans and layouts by D.C.D.are for the use of their customers only.Any other use is strictly prohibite t I I I II i • 1— is j . I "2 I I Ll i I _ r I - _ -- �. ►__ lip SCALE DATE I •508.428.6191 I}hI ( (2evl i n Custom I — (fesigns copyright®2004 J. I All Rights O I I Reserved II --- - .(PsT.F.CSJUR FtZ W+l v -- ——— --71.. .. h13-JOISTS AT/,I-l'C.O'3 9 WWOEP Al "PAMTrri-5 . V6e JOIST IJ/, W41; A5.12F4. d 5 Y C Preliminary plans and Layouts by D.0 Dare for the use of their customers only.Any other use is strictly prohibited I TOP FNDN. AT EL. 54.0' SYSTEM PROFILE TEST. HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN S. DOYLE SERVICE ROAD 6" OF FINISH GRADE ACCESS COVER (WATERTIGHT) TO ENGINEER: 51 ,p' MINIMUM .75' OF COVER OVER PRECAST WITHIN- 6". OF FIN. GRADE 2: SLOPE REQUIRED-OVER SYSTEM 46.0' D. MIORANDi, RS WITNESS: 2" DOUBLE WASHED PEASTONE DATE:_6 Z 1 /00 RUN PIPE LEVEL LOCUS 50.0' FOR FIRST 2' _ < 2 MIN/INCH PROPOSED '1500 / 3 MAX. PERC. RATE4� ALLON SEPTIC 43.0' I 9721 oy -- CLASS S01LS P#49.0' -+, NK (H-= 1 p ) GAS �0000 42.28' 0 0 0 0 O 0 0 C� 0 i BAFFLE 42.45 - - 42.17' 0 0 0 0 0 0 M 0 71 �4' AROUND t . MIN r� car� a c� oc� �� a � z ( 2 SLOPE) �6" CRUSHED STONE OR MECHANICAL §�8.,,� 2. 0 0 0 0 0 0 [� [� 0 0 40.17' [ t� ELEV., 4 wP� Logs N COMPACTION. (15.221 [2)) oo�a$ DEPTH OF FLOW = 4' ( 5.6% .$LOPE)_ (� SLOPE)- 3/4" TO 1 1/2" DOUBLE WASHED STONE ��� A 44.5 p" A 44.8 s ��oo TEE SIZES: INLET DEPTH = 10" SL SL "14 4" 10YR 3/2 OUTLET DEPTH = LEACHING 4" 1OYR 3/2 LOCATION MAP NTS FOUNDATION--- 16' SEPTIC TANK 112' D' BOX 13' B FACILITY LS S ASSESSORS MAP 214 PARCEL 6.67' 2.5YR 3 4 4 24 / 42.5' L ZONING DISTRICT: RF* C 1 3019 2.5Y 3/4 42.3 YARD SETBACKS: 48.8 FS FRONT = 30' --�� +46. s4 35., 2.5Y 7/2 C 1 SIDE = 15' 4 \ C2 FS REAR = 15' 4 _ _ 33.5 FS 2.5Y 7/2 FLOOD ZONE: C 4 44.1 � 52 = 42., 10YR 4/6 42„ 4 ♦ *OPEN SPACE SPECIAL PERMIT UTIL. POL C3 ♦ 7 44 PERC ® C2 ALLOWS REDUCED SETBACKS 42� 0 20� PROVIDE REQUIRED COVER GRAVEL _I- 4 �`o�♦°� _ T f I 13' OVER PIPING PERC i-- ♦� 120 2.5Y 6/1 FS 2.5Y 6/1 3 40.0 ♦♦oy� - y GRAVEL 3 ♦�° s + 50.5 132'. 2.5Y 33.5' 132" 33.8' - - UTIL. POLE 3 7 8 \ NO GROUNDWATER ENCOUNTERED NOTES: 3 L 0 A 0,148 j n / 1. DATUM -IS., ASSUMED AL) Nk ,y3 B4 4.9_ #6 17 5 SEPTIC DESIGN: (GARBAGE DISPOSEIR IS NOT ALLOWED ) 2. MUNICIPAL WATER IS _AVAII ARI F 3 \ DESIGN FLOW: _1 BEDROOMS ( 110 GPD) = 330 GPD 3.: MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. USE-A 330- GPD DESIGN FLOW 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H= 1-0 0� #8 6. \ 5. PIPE JOINTS TO BE MADE WATERTIGHT. SEPTIC TANK: 330 GPD ( 2 ) = 660 Fc� o Boa - 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. #2 34.4 ya � ENVIRONMENTAL CODE TITLE V. s a °` �o h� ): USE A 1500 _GALLON SEPTIC TANK \c^ A 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT ISOLATED \,/ S� - R LEACHING: WETLAND - ��c' s - 9 3 `7 TF't'O,y�F�( Zq6' I 2(25 + 12:83) 2 (,.74) = 112 TO BE USED FOR ANY OTHER PURPOSE. P AoR , s SIDES: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 5 35,3 #10 W L NCS� + cy 4/��Rp s - BOTTOM: 25 x 12.83 (.74E) - 237 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT #12 Y H ) INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED #11 S TOTAL: 472 S.F. 349 GPD FROM BOARD OF HEALTH. 3 \ ���o oN >k� t1 ox .'b 5 j� 04 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR 10. DRY WELLS PROPOSED FOR ROOF RUN-OFF. \ (�` EQUAL WITH 4' STONE ALL AROUND 90 + 58 37 P P 1' 1' �� 0 E c 3 �, LEGEND W � TI TLE S SITE - PLAN M R of 'H 100.0 PROPOSED SPOT ELEVATION OF M + 4 . - + LOT #3A LAWTO N LAIC E 57.2 1OOx0 EXISTING SPOT ELEVATION IN; THE .TOWN OF: PROP. ER ION CONTRO 108 95' 5�M B A R N S TA B L E oRK LIMIT u 100 PROPOSED CONTOUR (CENTERVILLE) 109 i / PGG�S� (ALONG PR RTY L1 HtS ) � Pip > 4 P D o?\y�ysP'� 100 EXISTING CONTOUR PREPARED FOR: BAYBERRY BUILDING W 30 0 30 60 90 8. BOARD OF HEALTH yo APPROVED DATE MA SCALE: 1" = 30' DATE: MARCH 24, 2004 � A 126.30' . 52.51 .7 C� off 508-362-4541 fox 508 362-9880 D BENCH--MARK -- TOP- OF CONC. I ZF1°Fs BOUND ELEV. = 45.0 PROP. SHARED DRIVEWAY TO BE PAVED dOWn Cope engineering, lntc, � ,ZHOF,�� �o�� ARNE H. OJALA --I ARNE '�� z CIVIL ENGINEERS OJALA Q CIVIL N ,� No. 30792 a � A No. 348 �, o r LAND SURVEYORS �o r °,� c a�� t L� z N Q N� . �- m 939 main st. yarmouth, ma 02675 O3- 1 O8-3A A. OJALA, P.E., . .S. DATE TOP FNDN. AT EL. 54.0' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ®®_ PROVIDE INSPECTION PORT WITHIN S. DOYLE SERVICE ROAD ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: 51.0' MINIMUM .75' OF COVER OVER PRECAST /� WITHIN- 6"..OF FIN. GRADE 2% SLOPE REQUIRED-OVER SYSTEM 46.0 WITNESS: D. MIORANDI, RS RUN PIPE LEVEL 2" DOUBLE WASHED PEAS/TONE DATE: 6/1/00 50.0' FOR FIRST 2' �` I LOCUS PROPOSED 1500 / 3' MAX. PERC. RATE < 2 MIN�INCH EI° GALLON SEPTIC 48.75' 43.0' I ok CLASS SOILS P 9721 y b 4g.0' TANK (H= 10 ) GAS _ i# BAFFLE 42.45' �� 42.28' OOC� 0 0 C: mom 4s MIN a 42.17j2p 0 0 0 0 0 ID - 4' AROUND s ( 2 % SLOPE) t____6" CRUSHED STONE OR MECHANICAL 0 0 m 0 0 COMPACTION. (15.221 [2)) oc�$ f� ED � m = 0 ED 0 40.17' ELEV. LOCUS DEPTH OF FLOW N - - 4 ( 5.6 .sLoPE): (l 7 SLOPE)_ 3/4" TO 1 1/2" DOUBLE WASHED STONE �" 4 44.5' p" 44.8' � TEE SIZES: INLET DEPTH 7 O" A A SL SL OUTLET DEPTH = 14" 4" 1OYR 3/2 ' 4> 10YR 3/2 LOCATION MAP NTS FOUNDATION--- 16' SEPTIC TANK 112' D' BOX 13' LEACHING FACILITY LS B 48 6.67' 24" 2.5YR 3/4 42,5' LS ASSESSORS MAP 214 PARCEL ZONING DISTRICT: RF* Cl 30„ 2.5Y 3/4 42.3' YARD SETBACKS: 48.8 FS �- ---._� +46. Cl FRONT = 30 , 35" 2.5Y 7/2 SIDE = 15' 33.5 C2 FS REAR - 15' - - ' 4 4.1 R , FS 2.5Y 7/2 FLOOD ZONE: C �. 5:8 = - 42 10YR 4/6 42. 4 �, UTIL. POL C3 *OPEN SPACE SPECIAL PERMIT I o 44 4 PERC C2 ALLOWS REDUCED SETBACKS pq Z!k PROVIDE REQUIRED COVER 4 TH �� OVER PIPING z GRAVEL PERC 4 oU, 120 2.5Y 6/1 FS 3 40.0 ��� o C4 2.5Y 6/1 GRAVEL 3 + 50.5 132" 2.5Y 33.5' 132" - 33.8' ; UTIL. POLE NOTES:37 � '8 � ' 3 NO GROUNDWATER ENCOUNTERED 0,148 j f DAIUM It, HJJviyiLU AL) �4 t� 3 4.9.. $6 76 5. ( SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 2. MUNICIPAL WATER IS - _ tg - DESIGN FLOW: _3 BEDROOMS 11 O GPD) = 330 GPD 3.' MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. o� s 6. 4,; USE-A 330 GPD DESIGN FLOW 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H_ 1-0 5. PIPE JOINTS TO BE MADE WATERTIGHT. SEPTIC TANK: 330 GPD (2) = 660 R \ y2 34.4 0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. y FCC• �9 0 �pA' � USE A 1500 GALLON SEPTIC TANK ENVIRONMENTAL CODE TITLE V. ISOLATED F s� , A 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT wErt.a►ND n 1e r o'QA�o LEACHING: .7 � �F<< a6' 2(25 + 12.$3) 2 (:74) TO BE USED FOR ANY OTHER PURPOSE. c1 A P NG AoRc � sg / 2 SIDES. _ 2 8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC. N 3 2 35.3t0 �\ W L H sl + y //�R°'° s • ' - BOTTOM: 25 x 12.83 (.74) = 237 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ��\ ) 349 GPD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED p11 .8� � TOTAL: 472 S.F. FROM BOARD OF HEALTH �' tx� � ���`L 'y p USE 2 500 GAL. LEACHING CHAMBERS (ACME OR 10, DRY WELLS PROPOSED FOR ROOF RUN-OFF. r � EQUAL) WITH 4' STONE ALL AROUND 3 0 o E C , W LEGEND TITLE 5 SITE _ PLANOD - R D' 100.0 PROPOSED SPOT ELEVATION OF 4 , a E H + LOT 3C. LAWTO N LAN E 57.2 PROP;"ER ION CONTRO 10895' ��� 1QOx0 EXISTING SPOT ELEVATION IN' THE .TOWN OF: LOING PR RTY LI HIS IT (ALONG U PROPOSED CONTOUR (CENTERVILLE) BARNSTABLE ' ) j �5 10p EXISTING CONTOUR PREPARED FOR: BAYBERRY BUILDING W r -- -- -- o� >>oo0 30 0 30 60 90 c^ BOARD OF HEALTH y14/ o MA SCALE: 110 30' DATE: MARCH 24, 2004 126s0' APPROVED DATE 52.51' .7 off 508-362-4541 r' BENCH--MARK - TOP- OF CONC. tax 508 362-9880 D BOUND ELEV. 45.0 PROP. SHARED DRIVEWAY TO BE PAVED I 4 ��SH OFl�,gSS C�QWri Cope engineering, inn. ���VCHOFM � �a�� ARNE H �Ctic O ARNE OJALA - Z CIVIL ENGINEERS p A CIVIL N I- o No. 346 No. 30792 4 LAND SURVEYORS ,p �w o rn 939 vain st. yarmouth, rya 02675 QjgoCXL 03- 1 08-3A A OJALA, P. .S. DATE i