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HomeMy WebLinkAbout0042 STONE BRIDGE LANE - Health 42 Stone Bridge Lane ` Nlarstons Mills j1 A= 125 -006:'-,010' - - - - -- --- - TOWN OF BARNSTABLE LOCATION SEWAGE# .10 d 5 — 1 W VILLAGE M TBM IM( ASSESSOR'S MAP&PARCEL Ia.5 00 0 INSf'ALLER'S NAME&PHONE NO.dAPEW(rie WR921p1$(SES SEPTIC TANK CAPACITY l+OO® GAe.Lo. j LEACHING FACILITY.(type)(A) 5Go QuO.LW Gi AA(size) NO.OF BEDROOMS 3 OWNER CAW - G i&m2k PERMIT DATE: (0 d. ®(, COMPLIANCE DATE: 16—3$4 20('� Separation Distance Between the: M 6`TTt.I Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility ��' (D`� Feet Private Water Supply Well and Leaching Facility(If any wells exist on A . 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) N A Feet FURNISHED BY- CA F E W(D IS EU 5-9 'T I h V ZEN No.—M Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in compu er: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS \AIA 01ptlfitation for Misposal bpstem Construction Hermit Application for a Permit to Construct( ) Repair(* Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. L a. 5 rodi5 SPUD" (,J Owner's Name,Address,and Tel.No. Assessor's Map/Parcel �'' ® MVX C ANDA� �t J�9�{Z Installer's Name,Address,and Tel.No. ��TZ ?� Designer's Name,Address,and Tel.No. j CyS 27 — -1 7 C°dVE.v b 6TapA5-vt g GvC-arf,�—bQjKX7;c-_ivG Type of Building: 11 Dwelling No.of Bedrooms 3 Lot Size _ l 0fpO sq.ft. Garbage Grinder( ) Other Type of Building R 65(jN9Q*t AL, No.of Persons Showers( ) Cafeteria( ) Other Fixtures 2 t� Design Flow(min.required) 330 gpd 'Design flow provided ,3'T q P gpd Plan Date el uuw q t ) O(s Number of sheets ,p 1 i Revision Date Title "f� S r6wE E JCJ�� f��/ �'0('ke l6&A I C[—S, Size of Septic Tank 11000 Type of S.A.S.(a) j UO/ CA-Lx-o V 60&q6Ets Description of Soil 04et — d:0*K e P( S6— �A&b 36 ��j AjV Nature of Repairs or Alterations(Answer when applicable) ('S C GG QJ1i&,Xt 1000 X car`t,.C__104jk� "1b !C 1 EVC) b W601G ( .) 5 U® 644&&,o J ��et{� Ct�Kac S(�-�O� 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued is Board o He . ig © Date q Application Approved by Date 62 Application Disapproved by Date for the following reasons Permit No. Date Issued Fee—A-0 No THE COMMONWEALTH OF MASSACHUSETTS Entered ui compu er: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for Disposal 4§lpstem-Construction 3pPrmit 4 Application for a Permit to Construct( ) Repair( ( Upgrade( ) Abandon( ) Complete System 0 Individual Components Location Address or Lot No. `4 a. 5TW6 9A4DO-G:>;L M Owner's Name,Address,and Tel.No. Assessor's Map/Parcel � O Czt>U�4, Installer's Name,Address,and Tel.No. sm,mot.-71 28 T7 Designer's Name,Address,and Tel.No. ;p$ ; 73-'6 37T C*V157w(D E �� -t,u.. 3 G qW6d� 1 CAI C1 .i 11 DEC lr Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building '1&L, No.`of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 - gpd Design flow provided 314%1 gpd Plan Date 3UtJE q. j0(S Number of sheets ! Revision Date Title Li.�k- S_ we (OGCGE (,R) RS.M` " !�`GLS Size of Septic Tank 000 Type of S.A.S. (A) 'ate 644 (,0&d cHA060gcs Description of Soil14 gn — 0—aAw&57 S Avb J,5LAN P Nature of Repairs or Alterations(Answer when applicable) LJ (!g,00 j 1)6y py C_ far- u b -60)( ZO U) 5oC-b ". -.2 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued b ithisoard of Healt nA p Date C —DO Q5 Application Approved by /// / / Date Application Disapproved by Date for the following reasons r Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( N Upgraded( ) Abandoned( )by CQ®�[-O lD _GL)_�PQ(6c!5 (,,LC at 4SMwE A O D ( A�� has been constructed in accor A Ze with the provisions of Title 5 and the for Disposal System Construction Permit No. �Installer 0A�F (,,C.IC Designer � L.6rZ G #bedrooms .3 Approved design flow 3,36 gpd The issuance of this p rmit shall not be construed as a guarantee that the system will fymotio designed. Date Inspector (` ------------ ------------------------------------------------------- ----------------------------------------------------------- No. 0 n.1 Fee r "0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal bpetem Construction 3permit Permission is hereby granted to Construct( ) Repair(x) Upgrade( ) Abandon( ) System located at 41 !Rn?je 89 i b c-r g LA E ' A A S'T-nk).S Y 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 Approved by ES ■■■06/24/2015 14: 11 5082730367 474v4f r. vvI vvi K ■% Town of Barnstable Regulatory Services Thomas F Geiler,Director CAM Public Health Division HAM. .'� Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: �O-2 N'� Sewage Permit# �t� 'l(ctc Assessor's Map/Parcel 125 _1 0 I Installer&Designer Certification Form Designer: SG 15n, c(neecco , -41c Installer: Gc�ew�c1�' �,gEer�riSzs Address: 1r 5 H Uo,,Merry ►Ir-�nwy _ Address: 1 5 3 ,aek w�rc�,uwl, MA oz�38 Mastieec �R o26y `1' ;ob-2.73 0377 On '`'� ©� Cae&Ajide- was issued a permit to install a (date) (installer) septic system at tl Z S toh e g t i dg er Lan e. based on a design drawn by (address) Z G E n�t�euc�n� , Ttn�_ dated 5u n 41, Za l5 (designer) Ice certify that the septic system reference� 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. Stripout (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 wiSith State & Local Regulations. Plan revision or certified as-built by designer to follow, tripout(if required) ected and the soils were found satisfactory. (' JOHN L.CHURCHILL JR. Inst ler's Si ture) fISO esigner s SignaturIRNSTABLE (Affix De gn Here) 'PZASE RETURN TO PUBLIC A DIVISIO . CERTIFICATE OF COMPLIANCE WELL NOT BE ISSUE12 UNIJI. RnTHTHIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAofficc lonnskdesignercertification form.doc �1tit: Town of Barnstable P 4t. �Y1 $ Department of Regulatory Services = BARNsrABL Public Health Division Date f Sad/S' MAaB. 200 Main Street,Hyannis MA 02601 " Date Scheduled Time^l M Fee Pd. OT Soil Suitability A►.ssessment fog- Sewaffe. disposal Performed.By:- M i l em en W. EZT.G S C Witnessed By: GN✓`(� I>\1 _ rn/l U✓`' LOCATION& GENERAL INFORMATION - Location Address Owner's Name C— �a 5i8N C— B� ('.�,N� l`i1��2•, ��ND� C1J76p, Address ct<a 5Too6 iD CA09 14M Assessor's Map/Parcel: oZ� C)OCp/� d y Engineer's Name�b�51A5-&7,�R?Ojs (—Cc- �rtd NEW CONSTRUCTION T REPAIR ! �4J�oj Cam. 2SJG 3"C C-tn5in eaoi rt elepb'one$ 77 g�-2 Land Use St✓15 It 2. Cavniky ciwellI" SOS-273'tis77 Slopes(30)_ 2- S Surface Stones_�P5 , Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Dralhage Way ft Property Line ft Other {t SIAXTCII:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) • . ' See Q��� ���� Parent material(geologic)_6 Uk W Gg Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping ft•om Pit Face 4Y. Estimated Seasonal High Oroundwater o DETERMINATION FOR SEASONAL,kII(CH WATE,R TABLE Method Used: _01(ec� 6D5aU-VW,1 Depth Observed standing in obs.hole: In. Deptll to sell mottlem! 10 Depth to weeping from side of obs;hole: 11.0 ltt Index Well#p Reading Date; Index Well level In, Groundwater Adjustment ft, — Ark,factor _ AV.Giviindwuter Level Observation PERCOLATION TEST Thno Hole S Time at 9" Depth of Pere Time at 6" Start Pre-soak Time O Time(9"41) End Pre-soak per Qreviovs We test CP69%) ReteMin./loch . CIWuG+eJ Or) S-31`88; By Stephen Nw10►S; w Jtneued Site Suitability Assessment: Site Passed- y�s Site Failed: r Additional Testing Needed(YM) Al Original: Public Health Division Observation Hole Data To Be Completed on Back--------- ***If percolation testis to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1) week prior to beginning, q Q Q:\SEPTIC\PERCFORM.DOC i' DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sdil Color Soil• I Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. onsi tency,%(3ravel) 2-30 13 7o S/6 30- C-1 M.-c sco1 2.5-Y 616 1oq" I12- �26 c- 2 DI CEP OBSERVATION HOLE LOG Role# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in-) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%(ra 2- 0 13 c 5 OW S/6 !!Z- 1Z6 C- 2 LS 7_5 6j6 - DEEP OBSERVATION BOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency-%O DEEP OBSERVATION DOLE LOG Hole# Depth from Soil Horizon Soil Texture Sall Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency, Flood Insurance Rate Map_: / Above 500 year flood boundary No_ Yes ✓__ Within 500 year boundary No� Yes ' Within 100 year flood boundary No. - Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious ma*terial exist in all areas observed throughout the area proposed for the soil absorption system? `le-5 If not,what is the depth of haturally,occurring pervious material? Certification I certify that on ,C,b 2"7 '' ro(date)I hive passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me,consistent with the required training,ex erN a and x erience described in 10 CNM 15.017. Signature Date 6`3-1 5 QAS ePTICkPRRCPORM.DOC /� .B WN OF BARN STABLE 5 � TOWN LOCATION I—O✓ ��//� SEtiVAGE ', s VILLAGE ASSESSOR'S .MAP & LOT INSTALLER'S NAME & PHONE NO.1 SEPTIC TANK CAPACITY LEACHING FACILITY:(type; � ✓ (sized ���� . NO. OF BEDROOMS PRIyATE WELL t� CPUB�LICWAT::R BUILDER OR OWNER DATE PERMIT ISSUED: J� DATE COMPLIANCE ISSUED: i�. VARIANCE GRANTED: Yes No r i r 301- 3v k ==: n THE COMMONWEALTH OF MASSACHUSETTS `v 1 � BOAR® OF HEALTH `_--.-.. ._-..0F. ff/�A��SS�'f ............................... *fPKs- v Appliratinn for Disposal Works Tonstrurtiun jlrrmti � 0/0 Application is hereby made for a Permit to Construct ( j or Repair ( ) an Individual'.Sewage. Disposal ti System at: v � - N �' ©,ems. .-•------------------------1�T._. .. -__--- - +tp ----- Location-Address or Lot No. ` Capricorn Realty..Lnuat............................ --7. 1~almo_tith___Rd.._ ® Owner Address Installer� Address Type of Building Size Lot.__2 j5 ......Sq. feet ., Dwelling—No. of Bedrooms..........5.............................Expansion Attic ( ) Garbage Grinder (V-) Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) 04 Other fixtures ----•--------•-••-----•-----•--• - Design Flow_____________s�_____.______________gallons per person per day. Total daily flow........... gal W lons. 9 Septic Tank—Liquid capacity_t110-4:5 _gallons Length Width_!.. Diameter________________ Depth Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.-/---------------- Diameter....... ---------- Depth below inlet.✓%% .... Total leaching area... _ �/ .sq. ft. Z Other Distribution box (k) Dosing tank ( ) Percolation Test Results Performed _."_ _.15�_ Date._�� ............. Test Pit No. 1-------�-....minutesperinch Depth of Test Pit_./. _ ......... Depth to ground water---- ---------- -- Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ •----------------------------------•----..-------------------------- •----------------------------------------------------------------------- •-•--------__---- O Description of Soil--®-'- -` ---d,��.. .- ✓z-- -l__._ _.-/� "_ it?`Y_ __ s U --•- fry '�,�' 'd`� .✓ /c9 z..:/Q A-�yv' C ¢ ./c� -�s� �0----- 'h'/ � z4cv " UNature of Repairs or Alterations—Answer when applicable..............................................................._................................ =------------------------------------•-••---...-•---•.._..--•--••-----------•••••..........-•------••------•••-------------•------------••••••-----------•-------------------------•--------.....---. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iIT12 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance h erg is ued by the d of health. g .. � ____._-- - Da Application Approved By.......... �' 1� ---- '• a Date Application Disapproved for the following reasons:-------•----------------------------------------------------=--------------------------------•-•••-•--------- --•--------------•---•-----------------•----------------..--•-------------....-------------•-•--------------•------------------------------------------------------------------------- ---------- Date Permit No.-------- c� ' j J� ...................... Issued_....................................................... Date nr . _ I r No---��R.f.�/�... FEs..7,5...... .. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ,Apure#inn for Khopos al Marks Tnn.itrnrtinn 1hrutit Application is hereby made for a Permit to Construct (,�) or Repair ( ) an Individual Sewage Disposal System at Location-Address or Lot No. [..Trus --------------•--•-------•-- .7Fa E�lmautl�..Rci.........1 r-lx�za 3� ...112f.01 Owner Address ....... tom.............. ............................. ..---•••--••----•----•----...----•---................--••---• •-•--•--.........._._... Installer Address UType of Building Size Lot.9 e.......Sq. feet Dwelling—No. of Bedrooms.......... --------------------__---------Expansion Attic ( ) Garbage Grinder •(✓-) Other—T e of Building __.____ No. of ersons____________________________ Showers a YP g -------------•-•--•-- P ( ) — Cafeteria ( ) d Other fixtures ._._.. W Design Flow........... _____________________gallons per person per day. Total daily flow........ 3 ___________.___________gallons. WSeptic Tank—Liquid capacity :`..gallons Length_ .'4L'. Width ex'-"e.... Diameter________________ Depthz `A.~_.. x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No./---------------- Diameter.................... Depth below inlet`�.._. Total leaching area..-"._...sq. ft. Z Other Distribution box ( ) Dosing tank Percolation Test Results Performed ..... �? e- Date— T � Test Pit No. l......_____.....minutes per Inch Depth of Test Pit__/J_ ........ Depth to ground water------4"Y.......... 1:14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water_______________________. •--•-•......--•--•-----•--••---------------•-••••-----•-•-----••----•......-•----------...----•-.....--•----••--•-----------•-••-------------------•-. Description of So>1__.2 -� ___ --�"--••- t�r�} �*T- fGi�------,',/� ir ---....ozrr' '.o�!v' �t r .,vim_; __s ✓v•' - �� .rrry4 4c= !! 1�J Ea —/ r .................................y...._______________ W .fi7:��L�t! _./` !.__5. �trrS�''-v''�r'.c'� ' ' c--�✓ems=-- ............... ram+ .... -------------------------- •------------- •--------------------- �---•-�U Nature of Repairs or Alterations—Answer when applicable.____.•_________________________________________________________________________________________ ----------------------------•------•••-••-•--•-••••-•--•-•-..._.....----•-•-•...-•----......--••-•-•••-•--••--------------••••---•--•--------••-•--•-••••••--•------•--•--•--•••-•--------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed...................................................................................... ................................ Date Application Approved B JFI 1ss.e�................................... Date . Application Disapproved for the following reasons---------------•---------------------•------------------------------------------------------ ...........................................................................................................____.._....__.._________________._________......___.............__....... _..... _ Permit No........Y51.......L`:&------------------------ Issued....................................... .......... Date THE COMMONWEALTH OF MASSACHUSETTS T BOARD OF HEALTH ............ .. .,- .........................••......... ; TrrtifirFatr f Tnntplitanrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (jC) or Repaired r) by.................... 1 _ rrT--------------------------------------•--•---------------------•----------------•---•---•----------------------------•-. _ Installer at _ ---•--•.€ ..........=-------------------S .== e<- has been installed in accordance with the provisions of TIE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.......ff.----/_ - dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.........................--•---------------....----•--------•----------........... THE COMMONWEALTH OF MASSACHUSETTS i BOARD, OF HEALTH s O F...............:� " .._..�5� FEE..;� ......... Disposal Workii Tnnotrndinn rrntit Permission is hereby granted.............. .....----------------------•-------•---........----•--•---............. to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at No............. c,�f -------v �-<.1�•------t��.z z..� �?......ram--------- -------•-------------- Street ((��� as shown on the application for Disposal Works Construction Permit No1�y .EZ _ ated........ ... ........................... J Board o eal ' ................. DATE------- -/-�- -•- -�................................................ _.._-.. 1, FORM 1255 HOBB & WARREN, INC.. PUBLISHERS }' • • .-�' SOIL TEST PIT DATA: ,cATEs SEPTIC TANS DETAIL:. 1000 GALLON DISTRIBUTION BOX DETAIL. LEACHINGIT DETAIL: : REVISIONS: INDICATES NOT TO SC LE �10T TO SCALE-- NO. DATEP695'6 PERC. OBSERVED NOT TO SCALE . TEST GROUNDWATER LOAM O SEED • f • I 4. !INLET AND OUTLET TEES TO 1E CA"'IRON OR �� NO OF OUTLETS: 5 3tJ►NIlOLE OOVER NOTES: L SEPTIC TANK SHALL 8E STEL _ --►� -BROMrT TO POW GRADE • REINFORCED CONCRETE. ! ',8CHE0 40 PVC. M2 TO tE CENTERED UNDER �-e- TP 8 TP .TP TP NOTES. / OR PAVEMENT Q TAANHOLE 'COVER. - a QRD.,EL.�/• 2 `GRD. EL. .-ORD.-EL. L. SEPTIC TANK TO wtTHSTAb.H-Ib LOADING FJ � a ' ' GRID. EL. 1 l DIST. BOX TO WITHSTAND H-IO LOADING 2'�IIIIN.OF VS GW. EL.� "�T1. EL. �3W.'EL.- UNLESS UNDER PAVEMENTbRIVES O 1 UNLESS UNDER PAVEMENT.DRIVES OR TO 1 t OW. EL. ED f2"M1N. FILL _ _ TRAVELED WAYS.WHEREINN-20 LOADING ECAST TRAVELED MAYS MIHEREIN H-20 LAADM6SHALL'APPLY. upIST. 1 SHALL APPLY706 1( Sum3. ALL PIPE CONNECTIONS AID CONCRETE SlAw"O"owER AK 5 i BOX r 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF o a o - o � 4 CONSTRUCTION TO BE ERTIBHT. swou "T TO*�"M , 1 INLET PIPE EXCEEDS O.OS FT/Ft OR IN PVC INLET PIPE- +o to a o cis a . . a 1 1 PUMPED SYSTEM. • - � r ' �---- ---J a rs o ,>o c o c o a � NOTE:/VlE4D/ IJIVt i 1rrw1. 3. FIRST TWO FEET OF PIPE OUT OF OIST LEACHING PIT TO GENERAL NOTES. . T6 1 11 - lAvtR BOX TO BE LAID LEVEL. rd' b a WITHSTAND H-10 LOADING ; 8 -6 � � 1000' GALLON • i r••:. -,.; _.... .. c a o >o t� c o 0 0 . / L THIS PLAN 1S FOR DESIGN AND I t. .. .•_. ;. PLAN VEIN PRECAST ..• UNLESS UNDERCONSTRUCTION OF TIIE SEWAGEPAVEMENT DRIVE ORCO AR..SC 1tEMOVEABIE W I-i/2 a n n a Q .>� o a tl DISPOSAL FACILITY ONLY. • SAND �� uoR+rAL 41ATtR 1�R1 COVER TRAVELED WAY WHEREIN a' 10 _ 5.67 DOi1SLE 'LEACHING ,PIT H-20 LOADING SHALL --- -_____- ---- '•.. 2 ALL CONSTRUCTION METHODS AND ' 0 �� cr 1VASHE>a o s•1 a c ca ,:,- _. •a �'• APPLY. I�/�jR4vtL t 1 14 W STONE MATERIALS SHALL 'CONFORIrt TO MASS PROVIDE �.. .:;:' ::::'•.: 1 D.E.O.E. TITLE 5 AND LOCAL BOARD . IIR,[T TEE � MIATER HT .. ., ' �:. . _a;'. (110 tit►Rf. cei � • r-/�E 1 1 ' is �ya, O O O b O O O C G D TTA�GG IL s �, n JOINTSItnI •1 - • • ; •'. PRECAST 1� �-O MM. OYTItT - �!—S _ J'-1 t[[ �:- :•1 ri, DO / OF I`iEALTH itEBNLATIONS. I SErTIC _ 1 u Lwao V9PTN TEE : .r wort i i e:r o>, c Q o o con ,� 1P AT UNDER PA M •1 TARR 1 4-10 ," INLET 1 ' ► ; 3 ALL P ES LOC ED VE ENT OR TRAVELED WAY SHALL BE j 1 =}1.�� I 4"OUTLET 1 .><� r - R - • SCHEDULE 40 OR EQUAL. 1 /0z" 57,4� 1 1 . a TJE/gCE CLA r I 1 b ir; ..1 2/21Z 1 1 1 4. ALL UNSUITABLE' MATERAL (TOPSOIL, /O$ 5Z.9 L-------- -- -- - - -- =-J + .. ---�1J - - - OIA. 2 SUBSOIL, CLAY) ENCOUNTERED BELOW A( 41>//JNf _ J • •' '� ' ' '� -80TTOM ON TH INVERT OF THE LEACH PIT TO E � ' . -Tp • '- •DOT row OR LEVEL STARE 1AK d,_O o-e Ob 1 .�` v - v o. LEVEL STABLE 10 DIA. BE REMOVED FOR A DISTANCE OF eCa412St� CROSS-SECTK>rl : - BASE 10� AROUND AND REPLACED WITH i Si4�c/D PLAN VIEW CROSS-SECTION VIEW CLEAN COARSE SAND. i j �VI4a/t_A 084 . CROSS-SECTION I NS. • VAT O • • INVERT ALB r DATE: GATE:.. DATE: DATE: TEST BY: TEST BY: TEST BY: TEST BY: STEPHEN HAAS _. �/ / ' INVERT AT BUILDING 59. l � ` WITNESSED BY: ' WITNESSEDD BY: WITNESSED BY: WITNESSED BY: \ 6 % / i l G INVERT AT SEPTIC TANK(in) �`�'9 ! JERRY DUNNING i IC TANK out) 59. 1l � INVERT AT SEPT PERC. RATE. PERC. RATE: PERC.RATE: PERC. RATE: / �\ / �� �3 I� INVERT AT DIST. BOX W S��� < 3 MINJINCH MIN./INCH 'MINJINCH MINJINCH . . � sPAcE � p PEit! , INVERT AT .DIST. 'BOX(out) 58_$L 4 ' Dc� / E _ INVERT AT LEACHING PIT DATUM: l /� N �3e 38'2 3 -� BOTTOM OF LEACHING PIT 52.9d - _ . 90.00 �- - U.S.G.S. MAXIMUM GROUND l E VERTICAL DATUM: N.G.V.0. - \ D� WATER ELEVATION . OBSERVED GROUNDWATER BENCH MARK USED. i '� ELEVATION M28RA DISK M.H.B. ROUTE 28 EL. � 61 .76 N.G.V.O. � � \ j OT 8 IE, 19, 860 S F. 15/ o.46 -- AC. I ; ZONED : R.F SETBACKS ( OPEN SPACE) . \ P� FRONT : 30' Q R; SIDE : 15' h` _ ~, ,% REAR: 15 i i y. to .V S1G� �RI-f EF�iA n /� / -©•F �,,v N l� _ \ DESIGN FLOW: . k k L.o-T 7 \ 3 I10 330 s C \ BEDROOMS AT G.P.B./D G.P.D. r s NOTES: \ _ f (� l NO GARBAGE GRINDER Ij O 1 . FOR PROPERTY LINE INFORMATION, SEE PLAN �, ` � h K � � 1 The BSC Group • REQUIRED SEPTIC TANK:RECORDED AT THE BARNSTABLE REGISTRY OF DEEDS. ;� � ` � Moy /��, (� I PLAN BOOK 447 PAGE 44. x vz �, l Oqj I 330 X 150 % = 495 GAL. 2. THE TOPOGRAPHIC INFORMATION SHOWN WAS 1 SEPTIC TANK PROVIDED' = I000 N OBTAINED BY AN ON THE GROUND SURVEY. l GAL. ' O Cape Cod Survey Consultants EEP X 4i \ SIZE OF LEACHING FACLFTY REQUIRED: rD�A. � I 1 N6 \ 4 3. UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE * w/Z SrD \ OE31(3N PERC.RATE c 3 MNJNCH RECORDED PLANS OF UTILITY COMPANIES ANID PUBLIC AGENCIES Per ,� ��� � 3236Main Street } AND ARE APPROXIMATE ONLY. BEFORE CONSTRUCTION CALL � �70 Route 6A 'DIG SAFE ' i-800-322-4844, '('�� TFST 330 G. P. D. CAPACITY BamstableVillageMA - . `•, �� • oo � r Q 617 362 8133 nn PROJECT TITLE: I Q7 ' SIZE OF LEACHING FACILITY PROVIDED: C 6 DEEP X 6 DIAM. PIT W/2 STONE - \ j SEWAGE DISPOSAL _SIDEWALL = 178 S.F. X 2.0 = 356 G.P.D. 23 SYSTEM DESIGN �2 L,2 .' BOTTOM = 79 S.F X 0.83= 65 G.PD. 00 O F t - _ AS" OF /- � s TOTAL: 257 S.F. 421 G.P.D. LOT 8 p� RE BwICK ��w cv� 4d 4 21 G.P.D. > 3 3 0 G. P. D. :. OK STONE BRIDGE L N. CHAPMAN � .o 'A No. 27654IN LOCUS PLAN: 1 = 2083' ONALO.�.. I 119 MARSTONS MILLS,MA. � � I DATE PROFESSIONAL NGINEER - CIVIL �� - ;;,���; LOCUS 1 \ �� A q � � - � �•' '•. ! °� -"'`� PREPARED FOR: SFweAe�.. •� ��. 1 V N(CHOLAS FRANCO 0 Iteumo o" Poup z � OF 9 c C• FRANK bPr- o DATE: JUNE 13 1988 o WHITING N n -o 2 988 9 m O • r No. o A COMP/ _. DESIGN Af cis TE Qa� o� ��` �� wAdT' CHECK: C.F.W. � �rJv /R.6.G . �. PLAN VIEW DRAWN: T.A.-W. D TE PROFESSIONAL LAN SURVEYOR SCALE: 1'= 20' ° • 9e � FIELD: R.E.G./T.A.W. ' :. FILE NO: ' D G.N0: - SHEET FEET 336 8 I ..N 0 10 20 40 60 • 1 i JOB N0:3.3047.0 I OF ' FINISH GRADE OVER D-BOX= 63.4''±' FINISH GRADE OVER CHAMBERS= 63,0' - 63.5' PROP.VENT WIITH CHARCOAL FILTER TO ABOVE GRADE GENERAL NOTES T.O.F. EL.= 65.1'± �7 PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2%MIN. OVER SYSTEM 3/4"TO 1-1/2"DOUBLE WASHED STONE TO CROWN OF PIPE 1, UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET 8� RISER TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS OUTLET TO WITHIN 6"OF F.G. 2"OF 11/8"TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE , F.G. OVER TANK EL. = 64.0'± 5"DIA. OUTLET(S) MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) STONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE PROPSED 4" 9N MIN. TOP OF SAS= 61 .15' RISERS ON ALL P�C DESIGN ENGINEER. ,� EXISTING ING 4 9"MIN• WITH 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL J/ ^SEWER PIPE T-���_ - � SCH,40 O PVC 36MAX. 60.15' 36"MAX. BREAKOUT EL= 60.65 INLET PIPES TCHAM CHAMBERS 6"OF SYSTEM UNLESS OTHERWISE NOTED. -t SEWER PIPE FINISHED GRADE 6�3„ 3"DROP MAX " " j _ �{ I 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN - _- -- - 2"DROP MIN 3 9 MIN.SLOPEQ 1% L' 22 - PROVIDE WATERTIGHT ELEVATION =60.65' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 4"PVC IN FROM JOINTS (TYP.) owe 0 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF �" 14" j - 60,3a-F SEPTIC TANK 4 PVC OUT TO 0 0 0 O 0 0 0 0 0 0 O 0 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE ) - LEACHING FACILITY o0 00 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN " " opo o o INLET AND OUTLET CONTRACTOR " CONTRACTOR SHALL 1 OUTLET TEE 60.50' MIN. 6 60.33' 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48 VERIFY CONDITION OF 2 0 0 0 o o Gp o� 7 AND CONDITION OF EXISTING TEES � " o 0 0 o LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK EXISTING SEPTIC AND REPLACE AS GAS.BAFFLE 6 CRUSHED STONE o 0 0 FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY o o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE 5 4•0' 8.5'(TYP) - ( 4'0 4.0' 4.0' AND DESIGN ENGINEER. OUTLET DISTRIBUTION BOX 4.83 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 60.00, - - TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP,) ESTABLISHED ON A MAG NAIL SET IN THE ROAD AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV= 54.13' r PIPES TO BE LAID LEVEL. 58.15 12.83' 9, CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1,000 GALLON CONCRETE SEPTIC TANK 2 - 500 GALLON CHAMBERS 4'MIN. CHAMBER. END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT �C+ROpSS SECTION VIEW // 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTRACTOR TO VERIFY EXISTING SEPTIC TANK PROFILE H 2® DISTRIBUTION O1� DETAIL TYPICAL CHAMBER PROFILE (�®2� CHAMBER DETAILS TO THE DESIGN ENGINEER. ELEVATION PRIOR TO ANY WORK& �1 V 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER !F DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE SWING-TIES TEST PIT DATA 11 REGULATIONS.T OWNER/APPLICAION HAS BEEN NT EIS TO OBTA AS TO InN SUCH DETPLIANCE ERMINATION NATION FROM TH DEEDED OR ZONING , DESCRIPTION HCA HC-2 z PERC NO. 14696 APPROPRIATE AUTHORITY. - ei t 4 INSPECTOR: David W.Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS CORNER OF STONE (1) 42.9' 45.3' s. r y ? EVALUATOR: Michael Pimentel, EIT, CSE LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE CORNER OF STONE(2) 31.0' 21.8' C.S.E.APPROVAL DATE: Oct. 1999 Y SHALL WITHSTAND -THE S L W THS AND H 20 LOADING gt a 2015 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND FINES. N _ r DATE: May 21, CORNER OF STONE(3) 43.7' 30.2' t k ' MAP 125 '1 • • TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE BLOCK 206 CORNER OF STONE(4) 52.8' 49.9' �° v W ` a ' + e, MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. LOT 00 ELEV TOP= 62,80 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ELEV WATER= 54.13' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN PERC RATE= 3 min./inch" SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. DEPTH OF PERC= { 16. PROPOSED PROJECT IS LOCATED WITHIN: � X R ZONE 2 �� ��? 4 � TEXTURAL CLASS: 1 ASSESSOR'S MAP 125 BLOCK 006 LOT 010 - 'I OWNER OF RECORD: CANDACE H. GINTER o LOCUS �4 o" 62.80' Y oo ADDRESS: 42 STONE BRIDGE LANE O cD m MAP 125 N rk F , Fill BLOCK 006 G ` 12" 61.80' MARSTONS MILLS, MA 02648 LOT 010 - t3- g f m k Loamy Sand FEMA FLOOD ZONE X a 19,860±S.F. xj r '�� () B 10Yr 5/6 MAP 125 k ti� COMMUNITY PANEL# 25001CO542J BLOCK 006 " , LOT 009 30 60.30 17. DEED REFERENCE: BOOK 24252, PAGE 1 `� t 18. PLAN REFERENCE: PLAN BOOK 447 PAGE 44 1 DISTURBED AREAS S E R TO ORIGINAL CONDITION 9. ALL DISTU AR HALL B RESTORED GIN w�' C-1 Medium to Coarse 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY >.F.€,t ; . ,r.. FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY - _ a.�., �. �- .. -4._ � #��.� � Sand 2.5Y 6/6 EXISTING LEACHING PIT 1-0 BE - _ FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. -W r r /PUMPED, FILLED t,1t1 CLEAN COARSE + t o`o r r rr SAND ABANDONED „ Mottling @ 104" 21. A 4"PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A co r ,. e � 104 _ 54.13' _1. ._ :` . , h DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A IV, CS 0 to #42 1101, _ W��n�@ 110 53.63' REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. EXISTING HC-2 PROPOSED. H-20 DISTRIBUTION BOX 2 3-BEDROOM DWELLING -" PROPOSED 2-500 GALLON LOCUS PLAN 112" 53.4T MAP 125 TOF=65.1'± " H-20 LEACHING CHAMBERS C-2 Loamy Sand LSA WITH AGGREGATE 2.5Y 6/6 BLOCK 006 -=-- SCALE: 1"= 1000' 126" 52.30' LOT 002 r SToop \64 HC-1 / cp 12 r 8 PER PREVIOUS PERC TEST(P6956) � CONDUCTED ON 5-31-88; BY STEPHEN LEGEND LSA H _. V HAAS;WITNESSED BY JERRY DUNNING ° __ 3) DESIGN DATA 2 �91 TEST PIT DATA 50xO' EXISTING SPOT GRADE PROPOSED 4"PVC VENT PIPE; alp LP EXACT LOCATION PER OWNER NUMBER OF BEDROOMS(DESIGN) 3 PERC NO. 14696 - - 50 - - EXISTING CONTOUR INSPECTOR: David W.Stanton, R.S. EXISTING 1,000 GALLON / r `s O TP 2 DESIGN FLOW 110 GAUDAY/BEDROOM 'S PROPOSED CONTOUR SEPTIC TANK TO BE 63x3' I EVALUATOR: Michael Pimentel, EIT, CSE UTILIZED IN THIS DESIGN J��p`( cqs .. ::,: cV TOTAL DESIGN FLOW 330 GAUDAY C.S.E.APPROVAL DATE: Oct. 1999 50 PROPOSED SPOT GRADE "6c? O��O�\ 9 �p,1, DESIGN FLOW x 200 % = 660 GAUDAY DATE: May 21,2015 GAS EXISTING GAS LINE 5� \ (4) THREE 10 OAKS •� TP 1 USE EXISTING 1,000 GALLON SEPTIC TANK TEST PIT#: 2 62x8' 6'U, ELEV TOP= 63.30' /H/W EXISTING OVERHEAD WIRES I18"PINE > / ELEV WATER= 54.13' -W-W EXISTING WATER LINE 0 PROPOSED PERC RATE_ 1 ( - - INSPECTION` INSTALL 2 - 500 GAL. CHAMBERS W/ AGGREGATE TEST PIT LOCATION / PORT / DEPTH OF PERC= \ 60. ti o SIDEWALL CAPACITY 0 0 1 EXISTING 1,000 GALLON SEPTIC TANK \ R=420.10 I \� 6 � 30 `3 / TEXTURAL CLASS: 1 �� \ L=121 17� (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY \ (25.0'+ 12.83')(2 ) (2') (0.74 GPD/S.F.) = 112.0 GAUDAY PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE TREELINE (TYP) � ° � �62" / EDGE F PAVEM\ BOTTOM CAPACITY 0" 63.30' p PROPOSED H-20 DISTRIBUTION BOX ENT -_"__-' -- Fill (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 12" 62.30' O PROPOSED 500 GALLON H-20 LEACHING CHAMBER S�O�E Benchmark (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY Loamy Sand B 10Yr 5/6 BRIpGE Magnail in Road . (40,WIDE LAYOV LANE Elev. =60.00' TOTALS: " soso` Approx. M.S.L. 2 30 TOTAL NUMBER OF CHAMBERS REV. DATE BY APP'D. DESCRIPTION TOTAL LEACHING AREA 472.2 SQ.FT. PROPOSED SEPTIC SYSTEM UPGRADE TOTAL LEACHING CAPACITY 349.4 GAL./DAY ��SH OF MASSgcyG� PREPARED FOR: C-1 Medium to Coarse �� ek c` E4 ,,�� CAPEWIDE ENTERPRISES Sand 2.5Y 6/6 110" = Mottlin _@ 110" 54.13' °F cis LOCATED AT 112" 53•97' � 42 STONE BRIDGE LANE NOTES: 116" _ weepincL@ 116" 53.63' MARSTONS MILLS, MA 02648 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF C-2 Loamy Sand SCALE: 1 INCH = 20 FT. DATE: JUNE 4, 2015 EACH SEPTIC SYSTEM COMPONENT. 2.5Y 6/6 0 10 20 40 80 FEET 126" 52.80' 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST RESERVED FOR BOARD OF HEALTH USE PREPARED N JC ENGINEERING, INC. PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE GROUNDWATER SITE PLAN PROTECTION OVERLAY DISTRICT AND THE ESTUARINE WATERSHEDS. 508.273.0377 SCALE: 1"=20' Drawn By: JC Designed By:JC Checked By:JLC JOB No.3082