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HomeMy WebLinkAbout0061 DEVON LANE - Health b\ )EVON LANE, MARSTONS MILLS IA ©5,T act f� i TOWN OF BARNSTABLE LOCATION (o �Z tJI SEWAGE# --ZqQ VILLAGE Mb (gt ASSESSOR'S MAP&PARCEL S-7 INSTALLER'S NAME&PHONE NO. •C- ➢- ��= �'+'�►3``� SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) A-S 1—a. NO.OF BEDROOMS OWNER PERMIT DATE: 14 -1-JO COMPLIANCE DATE: r Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 4 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) It Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY IP Oe✓-;, tilt- . .g LO i--i— I ' et jj.� S4! No. go 9-8 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9ppl tation for Bisposal ,*pBtem Construction Permit Application for a Permit to Construct( ) Repair(,_�Upgrade( ) Abandon( ) [:]Complete System Wndividual Components Location Address or Lot No.6/De✓bn W)a Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel&' a-g marS4-pins Mils Anne: (o!0�Cn Installer's Name,Address,and Tel.No.CS0$-qQ8—?9;RG n' Designer's Name,Address,and Tel.No. 670 - Sy e0a jpt7 �-C Type of Building: + �5�8� Dwelling No.of Bedrooms Lot Size s sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 30 gpd Design flow provided 30 gpd Plan Date /'at Number of sheets ` Revision Date Title tc e, s o ��� &/a X11 / G9 A Z Size of Septic Tank 2XrS ��uC�ar:,Q Type of S.A.S.a 14l „p QApjg_4_0 1d,83A;&e__ Description of Soil �� Nature of Repairs or Alterations(Answer when applicable) 'L4 A 11A j/A2 'V A-Z. A 1, vi� I - - Q i Date last inspect . Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmenta a not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date 2 Application Disapproved by Date for the following reasons Permit No. O 20 �` �� Date Issued 1,2 " No; Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer, p.,/ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[pplication for Bisposal16pStent Construction 3permit " Application for a Permit to Construct( ) Repair O�Upgrade( ) Abandon( ) ❑Complete System :. ndividual Components Location Address or Lot No. e Owner's Name,Address,and Tel.No. ,3•"C.'6-915'i 'S_t;QY Assessor's Map/Parcel,.j'? � Installer's Name,Address,and Tel.No.50fS-</a8`'99 1(a s Designer's Name,Address,and Tel.No. �'' "�✓ /� ����%�"..�n��r�K:�i aY'1,-"�-�'►� 5is•u'ac[c.s�,;a�l�CJ Type of Building: yJ 1,804, Dwelling No.of Bedrooms Lot Size "" sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3130 gpd Design flow provided gpd i Plan Date (XV�,O '�i rJ �e Cir3CJ Number of sheets Revision Date Title y . e. pC�t )/%41 a: 6_/1 1l l-, 1.44 1.F Size of Septic Tank e94.,`S 6&X-)J,*.P Type of S.A.S.ol Description of Soil r r> Xti ` 1U t 11 xaG.4 {) Nature of Repairs or Alterations(Answer when applicable)' Its 1 N to r-�r,nn� e.ei r.1 rx) 42 ter/ a�.l w�fFLt 1, �•9 4/)��Ya ,. 21d[�a i r,' !/!/�a��fl BT Irk Aret1 1X'✓41.p Z4" �Gd�� ��/r'_t.� ��',��i :...af'✓..t'�...�i': /f�ii4.n.�s��-�'�r''` .�'a ,.id''.i'..�•i.Gar''nw�E �%"e'X.r Crf:U',.x-��i,[-!.'L" A'I/�- . 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 provisions of Title 5 of the EnvironmentaLCode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ' /C��� Signed /"1..� Date Application Approved by Date i Application Disapproved by Date for the following reasons Permit No. 7 0 ;7 0 3i g O Date Issued 07 -------- - -- - - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sage Disposal system Constructed( ) Repaired(v')' Upgraded( ) Abandoned( at /,,f/ )ibdY _ €�fi. �wtct .I. r� ? .�� has been constructed in accordance 2.u?O-31c) with the provisions of Title 5.and the for Disposal System Construction Permit No. dated 1 -2 'z Instal ler%��t lG/tip (%.t?.i 1'w?yf0;1 // 7 Designer #bedrooms -' Approved design flow _ �r gpd The,issuance of this permit shall not be construed as a guarantee that the system will 1 fii ction as designed. g'Dat& - i 2 7 �'� Inspector (i11 (n_/ y�e4k NroR O X O - Fee t� ;« THE COMMONWEALTH OF MASSACHUSETTS l PUBLIC HEALTH DIVISION- BARNSTABLE, MASSACHUSETTS lli �:; Px§l r Disposal 6pste ConstCULtton permit e Permission is hereby granted to—Construct( )/� Repair((/)� Upgrade( ) Abandon( ) System located at1f .' 1s1� f_�f!?�' f`J IE - ila'rl;?�! tf C�.C•,C.1 • r and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date 1 2 C? roved A b PP Y FEB-02-2021 02:43 From: To:15087906304 Pa9e:1/1 Town of Barnstable Inspectional Services 1 Public Health Division • .aye. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Of= 508.862A644 Fax: 506 190-6304 Installer&Designer Certification Form Date: Z Sewage Permit# QW- •- O Assessor's Map�Parcel �1 2 Designer: C Installer: Address: Address: 4°f 11)U 0 T`is issued a permit to install a On 4-7-a0 � (date) (installer) i septic system at k I 12WN 1U Wr gjUh based on a design drawn by (addres9 dated WAV, 12.4U 20 . (de Ign .. I •certify that the septic system referenced above was installed substantially according o t the design, which may include minor approved changes such as lateral relocation of the distribution box end/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. 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 in accordance with State&Local Regulations. flan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that th m referenced above was constructed i oRloli o with the terms of the Val ' s(if applicable) ,, N 0 MqS,�^ DANIELA CIJALA "• CIVIL e No.4650`0 �4 (Installer's Signature T 1/�0 '�� �SSI NA1. D igner'$S gnature I (Affix Designer s Stamp ere PLEASE RETURN T RA STABLE P BLIC HEALT D VI I N CE TYFYCATE OF MPL NCBIc L NOT Y THE BABE D 3 U14-18b, DU P C S F TH D ION. THANK YOU 1koeWoplAHBALTMEWBR eennacllSinICocalgner Ccninaotiol►Fmm Rev M-13.000 TOWN OF BARNSTABLE LOCATION e3 EBB SEWAGE # � VILLAGE !moo►^�-h.3�� -�/"V�� ASSESSOR'S MAP g& LOT O S7-062.a S) INSTALLER'S NAME&PHONE NO. Ac" SEPTIC TANK CAPACITY y,� LEACHING FACILITY: (type) hac--, (size) r6 NO.OF BEDROOMS 1 BUILDER OR OWNER Aj e `kc PERMITDATE: COMPLIANCE DATE: 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 �� -20 n No. )DES FEE 100 - v0 � 7.1 C®MMONWLALT14 OF MASSAC14USETTS Board of Health, Barnstable MA APPLICATION FOR DISPOSAL SYSHM CONSTRUCTION PERMIT Application for a Permit t truct(X e air( ) Upgrade( ) Abandon( ) - ❑Complete System ❑Individual Components Location Devon Lane 1 0 , Owner's Name The Norman Trust Map/Parcel# 57-2-8 Address P.O. BOX 599, Mashpee, MA Lot# 12 Telephone# 4 7 7-0 0 2 3 Installer's Name Designer's Name Ferreira Associates Address Address 131 Spring Bars Rd . Falmouth Telephone# Telephone# 5 4 0-3 6 9 9 Type of Building Single Family Dwelling Lot Size 45, 180 sq.ft. Dwelling-No.of Bedrooms 3 Garbage grinder 00 Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow(min.required) 3 3 0 gpd Calculated design flow Design flow provided 344 gpd Plan: Date 10-14-9 7 Number of sheets 1 Revision Date Title Sewage Disposal System Plan Dre.Dared for Description of Soil(s) Sep plan 92496F ' � Soil Evaluator Form No. Name"of Soil Evaluator R. f e r r e i r a Date of Evaluation Sept . 2 4 , 1996 DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date Inspections �I Y +��...- .t © ✓ ,�_'�'�•�� `+�; F• f, �_. lam. .. ` No. lG� { FEE Board of Health, Barnstable AM APPLICATION FOP, ➢ ISPOSAL SYSTEM CONSTRUCTION PERMIT �4 Application for a Permit t Co truct X e air( ) Upgrade( Abandon( - ❑Complete System ❑Individual Components . � �� Location Devon .Lane (� Owner's Name The Norman Trust Map/Parcel# 57-2-8 Address P.O. Box '599, Mashpee, MA Lot# 12 Telephone# 477-0023 Installer's Name Designer's Name Ferreira Associates r� Address Address 131 Spring Bard Rd . Falmottih Telephone* t Telephone# 540-3699 Type of Building Single Family Dwelling Lot Size 45, 180 sq.ft. Dwelling-No.of Bedrooms 3 Garbage grinder 1(19 Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required) 330 gpd Calculated design flow Design flow provided 344 gpd Plan: Date 10-14-97 Number of sheets* j Revision Date Title Sewage Disposal System Plan prepared for The Norman Trust Description of Soil(s) see plan Soil Evaluator Form No. 92496F Name of Soil Evaluator R. f erre i ra Date of Evaluation Sept . 2-4, 1996 DESCRIPTION OF REPAIRS OR ALTERATIONS r t The undersigned agrees to install the above described Individual Sewage.Disposal System in accordance with the provisions of TITLE 5 and further agrees to not to,place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date f �r Inspections No. / C®MM®1V` V'V'EALTH,/.O ' MASSACHUSETTS FEE 1 C9 b �' I Board of Health, (�l.�at2K%it A be ' AM. CERTIFICATE Of COMPLIANCE Description of Work: ❑Individual Component(s) M Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed P Repaired ( ),Upgraded ( ),Abandoned ( ) by: ��'S e.�cC.c3 ya^� o L's at C c �t y�,,.v, C Ws a V-4 4-o H "A 1� � has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to' application No. dated Approved Design Flow (gpd). Installer Designer: Inspector: �; Date: _. 4 / The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. /�(0 FEE OG� �7-�f/ COMMONWEALTH Of MASSAC14USETTS Board of Health, C ,Iq P . MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct( kr—Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system- at t oo,!4� L,o, IM G yZ e C 41,1 1 t S as described in the application for Disposal System Construction Permit No. , dated Provided: Construction shall be completed within three years of the date of th' permit. All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Datet/' "'�(�Board of HealtZ TOWN OF BARNSTABLE LOCATION SEWAGE tnt✓��� ASSESSOR'S MAP & LOT 112 S].oa .eel ' :::INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY -<LE.ACHING FACILITY: (type) mho C� 1 (size) NO..OF BEDROOMS ' BUILDER OR OWNER ''PERMIT DATE: 1 b- COMPLIANCE DATE: "k -- !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 Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) i:urnished by ap/ ALL SYSTEM OMPONENTS SHALL LEGEND SYSTEM PROFILE MARKED WITHCMAGNETIC TAPE OR BE NOTES SYSTEM DESIGN. (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM :IS NAVD`88 99 - EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTING X 99' 2" PEASTONE OR GEOTEXTILE EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED \ TOP FOUND. EL. 68.5 FILTER FABRIC OVER STONE Locus Rd 6f MINIMUM .75' OF COVER OVER PRECASTJ 2% SLOPE REQUIRED OVER SYSTEM 67.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 1nd�5�r -[99]- PROPOSED CONTOUR EXISTING 3 BEDROOM DWELLING PRECAST H-10 WATERTEST D'BOX FOR LEVELNESS BLOCKS OR RISERS (TYP.) MIN. 2" WALL THICKNESS PRECAST RISERS 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 198.4] PROPOSED SPOT EL. DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD 6 71' 4"0scH4o Pvc MORTAR ALL TO BE AASHO H-10 TH1 USE A 330 GPD DESIGN FLOW ,•: PIPES LEVEL 1ST 2' 4' COMPONENTS INVERT IN s3.59 e 28 ENDS SIDES 5. PIPE JOINTS TO BE MADE WATERTIGHT. R°Ut (nP) 64.42• TEST HOLE ACCORDANCE WITH P p;e ;e ;ope 10" EXISTING 14" °°°°°°°° -: °°°°°°° deco 2� SLOPE OF GROUND SEPTIC TANK: 330 GPD (2) = 660 TEE SEPTIC TANK** TEE �* ° ° ° ®®® ®®® ®®®®- ®®® gog8gogo 6. CONSTRUCTION DETAILS TO BE IN N c �0 65.38 �_ o °°°° s" MIN. SUMP °o ®®®®®®®�®®® ®®®®p®®®®L�® °° °°°° 310 CMR 15.000 (TITLE 5.) a i� °°°° 12" MIN. INT. DIM. °o°°°° ®®®�®�® ;°o° ° ° GAS BAFFLE 63.86' 63.69' JIC41 000000�& ®�®®�®®®�®® ®�®®®®®®®®® ;oog00000 **RE-USE EXISTING 1500 GAL. SEPTIC TANK ° ° °°° °°°a°a°° 61.59 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO a �� UTILITY POLE "• BE USED FOR LOT:LINE STAKING OR ANY OTHER r o qC FIRE HYDRANT PURPOSE. _ LEACHING: '�•• `� •''' � ' H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL. a, � Boxter e 3/4"-1--1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED ` C,NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD ALL AROUND PRECAST STRUCTURES 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 4 6" CRUSHED STONE OR IMECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00, X 12.83, BOTTOM 25 x 12.83 (.74) = 237 GPD COMPACTION. (15.221 [2]) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED o WITHOUT INSPECTION BY BOARD OF HEALTH AND TOTAL: 472 S.F. 349 GPD % SLOPE)SLOPE) ( 1 `O PERMISSION OBTAINED FROM BOARD OF HEALTH. I FOUNDATION- EXIST. SEPTIC TANK 61' D' BOX - 12' LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) FACILITY DIGSAFE (1-888-344-7233) AND VERIFYING THE WITH 4' STONE ALL AROUND LOCUS MAP LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES 56.5' BOTTOM TH-2 PRIOR TO COMMENCEMENT OF WORK. MA **INSTALLER SHALL CONFIRM MINIMUM NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000't THE INSTALLER SHALL VERIFY THE SEPTIC TANK SIZE AT 1500 GALLONS REMOVED BENEATH AND 5' AROUND THE PROPOSED , APPROVED DATE BOARD OF HEALTH LOCATIONS OF ALL UTILITIES AND ALL AND ITS SUITABILITY FOR RE-USE. LEACHING FACILITY. ASSESSORS MAP 57 PARCEL 2-8 BUILDING SEWER OUTLETS AND REPLACE WITH 1500 GALLON SEPTIC I 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS IS WITHIN FEMA FLOOD ZONE X ELEVATIONS PRIOR TO INSTALLING ANY TANK APPROPRIATE TO SITE REMOVED--OR-PUMPED AND FILLED WITH -CLEAN-SAND: (AREA. OF MINIMAL FLOOD HAZARD) AS PORTION OF SEPTIC SYSTEM CONDITIONS IF NOT SUITABLE- SHOWN ON COMMUNITY PANEL #25001 C0543J DATED 7/16/2014 o o O � I O BENCHMARK O MAG NAIL SET Q EL. = 65.86' a 0 S° � O 0 o E a 3 Q 68 68, TEST HOLE LOGS � e H1 O 3 3s ENGINEER: DANIEL E. GONSALVES, SE #13587 v O 0 o WITNESS: DAVID STANTON, RS Q 18 DATE: 10/9/20 PERC. RATE _ < 2 MIN/INCH O s' 00 O CLASS I SOILS P# 20-205 ELEV. ELEV. 0„ 4 67.0' 0>, 4 67.0' ti- �� \ PAVED A o 68 6�, A DRIVE O SL SL 0 10YR 4/3 - 10YR 4%3 4„ 6" o e'_-E o �' Q OQ) �-' 87.38 SL SL I (0 �-E EXISTING / 25„ 10YR 6/6 64.9' 10YR 6/6 E - 0 I DOFLLIN68.5 � � 27 ' 64.8' ° DRAINA E O C C EASEM NIT D PERc 67 6� M/CS M CS DECK Qa O I co 2.5Y 7/4 2.5Y 7/4 61, ° a 0 126" 56.5' 126" 56.5' LOT 12 45,180 S.F.t NO GROUNDWATER ENCOUNTERED I O O Q O 0 C�lTITLE 5 TSIE O OF 61 DEVON L/ANE, M A mr ` ST NS MILLS 0 a p a PREPARED FOR Dili u o OFMAss BORTOL. TT1 CON / • ���,-cN OF,ygSsgc DANIEL tiGs� DANIELA. BERLER yGSF OJALA a OJALA " `� o CIVIL No.40980 � No.46502 � °FF55\o�P DATE: NOVEMBER 12, 2020 O � �° �G,'STEa����'� � SURN���Q� Scale: 1"= 20' ° Q D N of Mgss PLZ11 OF h9gss,9 DANIEL A. 16, DANIEL cyG s �, �s 0 10 20 30 40 50 FEET o OJALA O � CIVIL �No 465020, �Q� ,, No 0980 of F°�s rE�`� ,`�Ct S F 1'0f.. ode- off 508-362-4541 G F-SS! - Q -fax 508 362-9880 SRO N AL S U R\P y down e.com ca P O wn cape enivineering inc. civil engineers.�� ....�' „•� land surveyor's 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02575 LICE #20-269 BORTOLOTTI-BERLER 20-269.DWG T1 T e r . S . ... '.i. ,' ... r ;;.•" "-.,, :::,, .yam. - .u: , _.;. AREA PLAN SCALE.' 1 "�'40 ' 5 YSTEM PROFILE ; FINISH GRADE NO T TO SCALE SOIL EVALUA TIONS - APPLICATION NO.. P8778 y;,.. (o FINISH GRADE FINISH GRADE sEPrEHBER 24 lsss -- '1 O.0 .,.• OVER 'TANK OVER TRENCHES Co$. 3 EDNARD F. .BARRY TONN OF BARNSrABLE TOP FND _. 'ram ;•..•: •ir►,: .. 5 , rEsr HOLE ! .. TEST ffOL E 2 .,. ._,.►:•i•.+..:', ., = 4 V r, 0 0 SCH 0 PVC J7/1 /! aQ� ova OR ..�. � f .. . •... ll':' ^rt1 >:; v CAST IRON TEES ., P" r 2' i'•'e, / ,daeooDoa0ee000a A A d• .. WVY. 0 �� •..i ♦.!:•." .0. p�O QQo ap,© •Q.00 a BSM T FLR u• o a a WCAP ENDS < SANDY LOAM lOYR 9/3 SANDY LOAM lOYR 9/3 :'► °off°•Oop�'�'o•oaQoa " ' a'AT ELEV. a° 5• CAZ.2 . !. ..1501LGAL. EOUALIZERS fo�.3C� o a o op �.. REINFORCED o vo°a s oo a°0 0 0.0 °o.e o ►e °• c Q na !J a op• 000001.4p o0 0 CONCRETE i GAS DIST.BOX aa'oo o o o° B SANDY LOAM lOYR 5/0 SANDY LOAM JOYR 5/8 .. �'',. BAFFLE oo�;,a a•�Pc o o,�o�o �L+ .' �• :: • ... ..,.':. r•.. ....•. .:� •, TO BE INSTALLED ON A oo 09"o m a ,o.p o oo a, a„a , ,,; ;•; " __>. ._..-.T .... ._.�... . _ 0 0 o a o r ao 0 2B• LEVEL STABLE BASE flaa 0 0o ° °o,a 0o .oao Cl, .Cl SAND 2.5Y 5/6 SAND 2.5Y 5/6 SEPTIC TANK MEDIUM COARSE SAND WITH MEDIUM COARSE SAND NITH TRENCH LENGTH - 42' _ COBBLES 6 STONES 40X GRAVEL COBBLES B STONES 4OX GRAVEL TO BE INSTALLED ON.A -- C�r------ _ 42' SAND •2.5Y 6/3 SAND 2.5Y 6/3 PERC'D AT 54' LEVEL STABLE BASE <2 NZN/IN MEDIUM - FINE SAND NITN MEDIUM — FINE SAND KITH 4MIN.HEIGHT 120" COBBLES 20X GRAVEL !20" NOTE DO NOT RUN HEA V Y EQUIPMENT O VER S YS TEM ABOVE OBSERVED GROUACYA TER = GROUND WATER LEACHING TRENCH SECTION � � -----�_ NOT TO SCALE SOIL AND PERCOLA TION DATA , FOR FINISH GRADE SEE S YSTEM PROFILE APPL CATION'NO.8778 o - MIN/IN PERC. RA TE, 12"MIN. TAKEN BY ' MESSED BY 00 +� T MIN. — 1/B"-1/2" DATE BEP1 -8 -4-995- � 4"DIA.PIPE TEST P-r ELE 3y $ WA SHED STONE �' - — P LOT 1A • 2 68.6 0.� DRAINAGE ''NATURAL SOIL-- EFFECTIVE MAX EFFECTIVE EASEMENT ---- DEPTH CO 3%4"-1 1%2" N �OLfs � WASHED STONE MIN.=aX 1. ELEVATIONS BASED ON N.S.L. ' r EXCA VA TED SIDEWAL L 4. _ EFFECTI Vt WIDTH 2. TO) RATER ON SITE I .-. OR DEPTH 9. FLOOD ZONE 'C' 1 r ' LOT 12 4, GROUNOWA TEA ELEVATION 20.7 EFFECTIVE-WIDTH FROM MONITOR /4�ELLS Y NUMBER OF, TRENCHES r 45, 180-S. F. a9 DESIGN DA T,4 r 240 S. F. SIDEWAL L AREA 0 U GAL SISF 17g GALS. NO.OF>BEDROOMS DISPOSAL9- 2e�4 S. F. BOTTOM AREA Gt�T� GA �&& GALS. EST. TOTAL DAIL Y EFFLUENT GAZS. l 464 S. F. TOTAL AREA 344 GALS. SEPTIC TANK . _.GAL. � 0 PRO. GAR _ GENERAL NOTES _NorE• r: �� $ `tuZ n N J. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ;j °° o N• t ACCORDANCE WITH TITLE 5 OF THE STA TE SANITARY CODE ' 2 o c EXCAVATE TO ELEV,56.0-OR LOWER AS REQUIRED DATED AND ANY LOCAL RULES APPL ICABL E ' o ,,,n 4!' o o _ _ N TO REMOVE ALL LOAM ,AAID CLAY CONTAINING MARCH 1995 wircR a I MATERIAL BENEATH THE LEACHING AREA.REPLACE 2. ANY CHANGE IN THIS PLAN MUST BE APPROVED sEaVrcE EXCA VA TED MA TERIAL WI TH CLEAN, CLA Y FREE GRA VEL BY THE BOARD OF HEAL TH MECHANICALLY COMPACTED IN PLACE N '4 1 °sck 3. WHEN CONS TRUC TION IS COMPL E TED, PRIOR TO BA CKFIL LING NOTIFY' BOARD OF HEALTH FOR INSPECTION 4. FND EL EV V. MUST BE CHECKED WHEN COMPL ETED ' 5. THESE EL E V. MUS T ENO T BE CHANCED WITHOUT �; sB LEGEND THE BOARD OF HEALTH APPROVAL i 6. BOARD OF 'HEALTH INSPECTION RE0 'D WHEN EXCA VA TED' EXIST.GROUND ELEV. g ` I FINISH GROUND ELEV•UNDERLINED , . ,. . ORAI"ANT V TELEV. �° SEWAGE DISPOSAL SYSTEM PLAN r EASEME 1 PIPE INVERT < I TEST PIT L OCA TION g PREPARED FOR 167. 79 w N 25.18'531M o o SEPTIC TANK K ' �'r ; THE NORMAN TRUS T ❑ DISTRIBUTION BOX , ,A46 �44 $ LOT .12 EVON LANE 4`C.I. SCH 40 ,PVC BENCH! ,BARNS TABL E - MASS. CATCH BASIN LOT 11 H CIF MSS FSG EL.- 63.71 4'BI T.FIBER PIPE-TIGHT JOINTS K � GEORGE PROPERTY LINES o SCR -� DESIGNED DATE ; No. 5 17 pF OCT. 14 1997 >; MIN.CODE DISTANCE FERREIRA ASSOCIA TES 3 c,sEa �`` ORAWIV : SCALE.•AS SHOWN t 57 2 B 12 65 �sse® ,�� 131 .SPRING BARS ROAD '. AL MAP SEC PCL LOT HSE' - CHECKED : es DRAWrNG NO.• 1a1 97 �.... FALM'OUTH - IGIASS.