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Home My WebLink About0473 BAY LANE - Health 73 c c ate rvf Ile S M E A D KEEPING YOU ORGANIZED No. 12534 2-153LOR SUSTAINABLE IFNOIRTEES"Tf'RVE MIN.RECYCLED CONTENT 10,6 Certified Sber Sourcing pOST.CONSUMER wwwxfiprogramorg SFW1290 MADE W USA I, GT ORGANIZED AT SIIGMCOIIM TOWN OF BARNSTABLF ` LOCATION ;�. ��G SEWAGE #_ VILLAGE ASSESSOR'S MAP & LOT t� Q INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY 16-,!:>c LEACHING FACILITY:(type) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER_f BUILDER OR OWNERi�,/;T_ - �%/se<�! DATE PERMIT ISSUED: f DATE COMPLIANCE ISSUED: f / ` 5-- - 1 VARIANCE GRANTED: Yes V No_ na 16� i3 too C 29 02, �39 �e �� / .mot, ,p 1;'. ~✓ s-� No ....1 F;@$� .. .... A THE COMMONWEALTH OF MASSACHUSETTS � BOAR® OF HEALTH - �', ...---.."%?.wit/..............--0F........ .--•---...................................... Applira#iuu for Bi-quiia1 Works Tuustrur#iun ramit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: Locatio -Address or Lot No. .................... ....................................................... 's Y " er Address ..........................Vote," .!"{14/'1� ...._.... �('74! s�"/4f�/.L_��r Installer Address d Type of Building Size Lot...14,_*32.0:!—_...Sq. feet U Dwelling—No. of Bedrooms............ P.V_i'____________________Expansion Attic (44) Garbage Grinder (X) pa, Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) ~ ' Other fixtures -----•-----------------------•------------------•-----•••••-•-•-•--•--•------•-.....•----•-•••••••••••••---•--•-- ................................... } W Design Flow________________________________ss___gallons per person per day. Total daily flow..........................14 .......gallons. WSeptic Tank—Liquid capacity,Z .gallons Length_!l__`_/—_ Width.6_'=_6..._. Diameter______ _______ _____________ Total Length Total leaching area._.__.__._.___......s ft. x Disposal Trench—No_____________________ Width.................... g g q. Seepage Pit No------e............ Diameter....l_Z_ ------ Depth below inlet_Sf4,7_ __ Total leaching area...Ca.ar_A....sq. ft. Z Other Distribution box (K) Dosing tank ( ) '-' Percolation Test Results Performed by-""�' C _. t1Ct1P�._��'lS�1 �"�_____ Date...�� _-8��............. Test Pit No. 1....a........minutes per inch Depth of Test Pit./44./i._.____ Depth to ground water________________________ 44 Test Pit No. 2.'.......minutes per inch Depth of Test Pit__ 4.._________ Depth to groun ............... a � , q If ODescription Descri< tion of Soil_3Q__..T.4 �_grxlizm__s xuQ_r�ti __wc-- , ePGI. $�--_lam_-- t-iru.____ ioln,4c._.5cs►ac�_. ---s -1 �� -- --c aArse_--ssA�j.___-_I-P tZ_�__.4��G�._�ka_ o _._ TFPH �I_.-_ ________ Nature of Repairs or Altons—Answer`whenaa larau`� c w � ALL W ?. ... U p P 1NILSON -�ibl�s�ioF�\11��_...---•-•--••-•--•------ O vi IC;I�INO ENt31NE �GIU�` � ��-' '� 1VJ IM16-Q - ------ •--------------------------------------------- `1`ALLATION AND CE�iI iF� ire 1nrRiT11��-----•--------------- .o c \-� •------- Agreement: TH SY W The undersigned a re O eTMPT*14F-PhAKTTS�age Dis osal ncew1 hthe provisions of gI,1-E 5o�the to am rye— The undersigned frther agrees not to p ace tie system in operation until a Certificate of Compliance has been i sued by the board of health. Signedf Q -............................. -----•--••-•Da Application Approved By....... - ............................... ......... Date Application Disapproved for the following reasons:--------•------------------------------------------------------------------------------•--...••-•-••-----...--•• •--------•...........................•--......__....-------------------••----------.......-•-----...._....__.._..--•-------------------------------------------------------------•---• ••••••----------- Date Permit No.---- ........ . `� �._.. Issued.-------•-------------'............................. Date NoFmc.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH _Wev.................OF...... Appliration for Disposal Works Toustrurtion rumit Application is hereby made for a Permit to Construct (X) or Repair an Individual Sewage Disposal System`at: k_ _f7......................... .................................................................................................. or Lot No. .... .........Lqeati!n Address ...................... ............ .. k 13 d to..... T. ........................................................ Address ................................................................................................. ........... . .............................................. Installer Address PQ .142 3'76T_ Sq. feet < Type of Building Size Lot.......................... U 7 Garbage Grinder K Dwelling—No. of Bedrooms___.....--FOM r..........:..........Expansion..........Expansion Attic P4 Other—Type of Building ............................ No. of persons............................ Showers Cafeteria Otherfixtures ...................................................................................................................................................... Design Flow................................AV....gallons per person per day. Total daily flow.._.................__._._____._..._....__..4-40 r 311ous. 9 Septic Tank—Liquid capacityZCM- ..gallons Length Width 4_"7A"._ Diameter-----—------- Depthq-_ter W ... ......... Disposal Trench—No..................... Width._...____...__.._... Total Length.................... Total leaching area--------------------sq. f t. Seepage Pit No-----?------------- Diameter---J7-.-f...... Depth below Total leaching area..;qA....sq. f t. Z Other Distribution box Dosing tank Percolation Test Results Performed 4V�nts----- Date........................................ # Test Pit No. I...Z........minutes per inch Depth of Test PitAf'q........... Depth to ground water-.....TV------------ Test Pit No. 2.,---.':-._....minutes per inch Depth 9f Test Pit.14.0y.,......... Depth to ground water._M............... ............... ----------- 0 Description of ......... . ............ .Wtu4r-..J;aykj---sh 4.4AA---q.jA3ZrA_. -at $Z 1. -4." j -X--------ALL-)- ....... U Nature of Repairs or Alterations—Answer when applicable............................................... jo. ......WJLSQ.N....... ........ A No.30216 0 ............ .. ........ Agreement GIST: X P- " The undersigned agrees to install the aforedescribed Individual Sewage Disposal3 y ce with the provisions of T I T 1E 5 of the State Sanitary Code—The undersigned further agrees not to t e system in operation until a Certificate of Compliance has Issued by,the board Pf health. 6--e-,_. Signed..................... ------------------------------I-------------- --------- Application App y__ f ...... .. ...0 roved B _ r Date Application Disapproved for the following reasons:..........................................................................1� ...................................... ............................................................................................................................................................................ --------------------------- Date Permit No.------ ......t-Z. --- Issued...................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............ -14. . ...........OF.................................................................................... Tntifiratr of Toutpliattrr THIS IS TO Vllii Individual Sewage Disposal System constructed or Repaired by---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- L—Q Installer at.......................�7.............. Z� ........./I--IV- ...................LL----- . .......................................;......................................... has been installed in accordance wili the provisions of 'ri—: 1- :>of The State SanitaryCod as �escribed in the application for Disposai Works Construction Permit NTo ...... dated-__Q_ _1.1166.:1----------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GVARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.............j........... 4.4------------------------------------- Inspector_..—.-- -------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH d ...�OF.... ....................................... 1.2. �.............. FF'E........................ Disposal Marks T nstrurtion :pr" rutit Permission is hereby granted.............................................................................................................................................. to Constrffb(_4 or,±epaill Individual Sewage Disposal System at No. 4-.A.J---------------------------------------------------------------------------------------- ......................... ............. Street as shown on the appil i/for)6isposal Works Construction Permit —---------- ated----- .......................... ............................................. .................... Board of Health DATE....................... . ---------------------------------------- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS BAXTER & NYE, INC. Registered Land Surveyors and Civil Engineers 7•Parker Road / Osterville,Massachusetts 02655 / Tel. (617) 428-9131 WILLIAM C.NYE,R.L.S.-President RICHARD A.BAXTER,R.L.S.-Vice President PETER SULLIVAN,P.E.-Vice President-Engineering October 3 , 1988. Town of Barnstable Board of Health Town Hall 367 Main ST Hyannis , MA •02601 RE: Septic Sytem Inspection j Lot C (86-1236) Bay Lane, Centerville Members of the Board : This letter is to inform you that the septic system was installed at the above noted lot and completed on September 30 , 1988 in substantial compliance with the plan dated April 11 , 1988 and revised August 30 , 1988 . A copy of this revised plan is enclosed . If you have any questions or comments , please do not .hesitate to contact this -office. Very truly yours , Stephen A. •Wilson , P. E . Baxter & Nye, Inc . SAW/fmj Enclosure CC : Silvia & Silvia -481143 Vince Bros . MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS/AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS BAXTER & NYE, INC. Professional Land Surveyors and Civil Engineers 812 Main Street . Osterville, Massachusetts 02655 • Tel. (508) 428-9131 WILLIAM C. NYE, P.L.S. - President PETER SULLIVAN, P.E. -Vice President-Engineering RICHARD A. BAXTER, P.L.S. -Vice President November 2 , 1988 Board of Health Town Hall 367 Main Street Hyannis , MA 02601 RE: Septic System Construction Lots 6(86-1235) 7 Lot 6(86-1240) Bay Lane, Centerville Members of the Board : This letter is -to inform you that construction has further progressed at Lots B & G. The following items are now complete- 1 . Septic tanks and pump chambers set . 2 . Pi ping to tanks and chambers . 3 . Force mains from pump chambers to distribution . 4 . Distribution boxes and leaching trenches . The following items remain to be completed : 1 . Install pumps and controls . 2 . Install vents at the end of leaching trenches. These items will be installed after the houses are substantially completed . Very truly yours , Stephen A. Wilson , P. E . Baxter & Nye, Inc . SAW/fmi I CC : Silvia & Silvia Vince Brothers MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS I AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS SOIL TEST PIT DATA: INDICATES INDICATES SEPTIC TANK DETAIL: DISTRIBUTION BOX DETAIL: LEACHING PIT DETAIL: REVISIONS: PERC. . -4— OBSERVED NOT TO SCALE NOT TO SCALE NO DATE TEST GROUNDWATER NOT TO SCALE NOTES: I. SEPTIC TANK SHALL BE STEEL 4. INLET AND OUTLET TEES TO BE CAST IRON, NO. OF OUTLETS: TP o T C TP TP opcQ ZPACZ- LoT TP REINFORCED CONCRETE. SCHEQ 40 PVC OR CAST-IN-PLACE CONCRETE.TEES �� MANHOLE COVER LOAM 9 SEED BROUGHT TO FINISH GRADE OR PAVEMENT GRD. EL.0 GRD. EL. GRD. EL. 12,R GRD. EL. 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TO BE CENTERED UNDER MANHOLE COVER. -1- NOTES: GW. EL. ` GW.' EL GW. EL. GW. EL. UNLESS UNDER PAVEMENT,DRIVES OR i I. DIST. BOX TO WITHSTAND H-10 LOADING ��" „� - - y u,00p Layr�9 ,1 c✓oop LoA�s1 TRAVELED WAYS,WHEREIN H-20 LOADING I I UNLESS UNDER PAVEMENT, DRIVES OR 2 MIN.Of Q I TRAVELED WAYS WHEREIN H-20 LOADING TO 1/2" ' SHALL'APPLY. PRECAST WASHED 12"MIN. FILL /S •' I DIST. ( I SHALL APPLY. STONE r /3rto< An! 5rcrf/ 25 6 b .c�rtow.c/ IZ,3 3. ALL PIPE CONNECTIONS AND CONCRETE MANHOLE COVER _ --- ��nrvy CONSTRUCTION TO BE WATERTIGHT. BROUGHT TO FINISH GRADE -� BOX 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF �o�s°.a :: •.,:•, . . ::..;, , ` l�'Sf I 1 INLET PIPE EXCEEDS 0.OS FT./FT. OR IN o 0 0 0 0 o pPUM Su�3so/G .;��;�o/L PVC INLET PIPE 11 �� 12•MIN. I --- FIRSTNOTES: J GENERAL'NO ML:OIUH1 COVER _ PE1�C _� �ANp ,= 9,�I Max/„lurr // . t PLAN VIEW BOX TO BE LAID LEVEL. F a c� Q Jp,� . CONSTRUCTION OF THE SEWAGE ••.w.• '• • . : •. .. :::•. • •-.:•..• _ / , � dr$•, o NOTE. I. THIS PLAN IS FOR DESIGN AND MIXED P,r1ul3 �,C�L ``�� ' ,e- WITHSTAND PIT TO a e fob T��e WITHSTAND H-10 LOADING 5q1 l� G?OUivDa/N>-C.(' NORMAL WATER LEVEL RE MOVEABLE o •" ' PRECAST •�' `^� • K w . o o d Q ° UNLESS UNDER DISPOSAL FACILITY ONLY. COVER o PAVEMENT DRIVE OR /7�urva =+rIMU GAVEL l�c+E U�GS =-j r „ 2. " w .3 4"TO 1-1/2" Q c o, o o ci o O o ' ALL CONSTRUCTION METHODS AND � ----- - - - - - - - - - - - - - --� •• 3 � HEREIN/ TRAVELED WAY W MATERIALS SHALL CONFORM TO MASS. M/XEV (cJ� CRLL I I 2 9� ::' i~5,671 j DOUBLE LEACHING PIT ` oo H-20 LOADING SHALL PROVIDE ►. '. ::• .••:;:;.;•.•,:.;.;:.:.: v� , D.E.O.E. TITLE 5 AND LOCAL BOARD �� WATERTIGHT w vo OF HEALTH REGULATIONS. G.cr7dE[. I I I WASHED p.' APPLY. C765.W�j•E� INLET TEE t o CS t� C] CT o n .E/E// I I JOINTS(fyp) .1 L' `.1 I! � STONE , Oo �341 /9,/ Sq" _SL S. I PRECAST Ir / „ ��6,• 4'-0-MIN. OUTLET ' ,�I f-1 REE 1'. 1 I:: 41 (no tined ' 3. ALL PIPES LOCATED UNDER PAVEMENT " 8 I NOTE x ' 1 o a o 0 s= 'o o a o ,, OR TRAVELED SHALL BE SCHEDULE �. LIQUID DEPTH TEE 4+ INLET I 1`I 00' WH/T �i I TANK 1 "� 1 / �- '� �� r ' 1 t%� 4 40 OR EQUAL. r�i 4,$ '}L!J 1 4"OUTLET 1 1 1 �. f o � n o 0 0 o ❑ n P.. If C,v PIS' j I 1 .' •�-------�J, 'L--------�• IJ��Ay'Eh'S of Tf//S TtST r�/T FOiZ I- - - - - - - - - - - - - - - - - ---� CA92Sl- sAn/D G/Z o UA/Q[JN rE'tZ o • ov oo -BOTTOM ON ' oo , BOTTOM ON LEVEL STABLE BASE O; .9u v wo .3 (�r DIA. �%� ��-"� .1 s✓�j LEVEL STABLE PLAN VIEW CROSS-SECTION VIEW CROSS-SECTION le ' DIA. 1gql1 Alo w,91L-,s? 14.1 CONSTRUCTION NOTES: DATE: DATE: DATE: DATE: INVERT ELEVATIONS. Z£3 Nav 19fR4 78 A/v✓ /98.4 TEST BY: TEST BY: TEST BY: TEST BY: s.A,wlLsG►.1 s,,4, C.�,c Sow/ � 4' INVERT AT BUILDING qOO WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: 40 INVERT AT SEPTIC TANK(in) R� GIFFnRjno 4' INVERT AT SEPTIC TANK(out) 2' 47 PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: 4" INVERT AT DIST. BOX00 .2"2 MIN./INCH MIN./INCH MIN./INCH MIN./INCH 4' INVERT AT DIST. BOX(out) DATUM: SURI/6 `/ ,ey, Q�rele r Ns%; -n*- N INVERTS AT LEACHING FACILITY: /NVER T A T LEACHING PIT �� 6 VERTICAL DATUM: BOTTOM OF LEACHING PIT ►- U. S. G.S. MAXIMUM GROUNu BENCH MARK USED: '3 WATER EL EVAT/ON 9, y SJv I f OBSERVED GROUNDWATER ELEVATION S8 moo CONSTRUCTION NOTES O / 1) Septic system leaching facility setback from wetlands 150 minimum. (See attached site plan) � ,�. /tanks to be located :a .minimum .of 10'. from house /Z 2) Septic t foundations or retaining walls. /4 /'" /U6,97 ' 3) Leaching ,facilities to be located-a? minim' um of -10' from o• C property lines and 20 ' from house foundations or retaining ^' •/ K �' � � / N zo - w,o� �ccGss „��,,,��T .,_. - DESIGN_ CRITERIA: walls: B 2 b > \ `i — 4) Topographic information shown was taken from a plan y �-- DESIGN FLOW: 2p Baxter and Nye, Inc. and does not represent an -actual survey �� e�oo ' ..� 39 ' el c �' f / _4_BEDROOMS AT //O G.P.B./b- 146 G.P.D. F6heBS on the ground by Cape CodSurvey. 2z � 0 1VZ O j c lKr�a r Gr,r com filed from O en Space Subdivision Plan records v-•r SA-5) Perimete p P in plan book 402, page 78 at Barnstable County Registry ofDeeds. 2z ` ZlkC Group REQUIRED SEPTIC TANK: 6) Driveway easement recorded in plan book 420, page 36. = � �" � _ / Aso �94n x zr�n`/� GAL. - 2�D SEPTIC TANK PROVIDED: = Z000 GAL. 04 „v t� 1 �'' '\ Cape Cod Survey Consultants PJ+F\ovosv Fov,C ti �� z=•67 �° ? / s� �5 "ham SIZE OF LEACHING FACILITY REQUIRED: / / / 33 /zoom vn/e%L/.vG �. .. :. �"^� �' DESIGN PERC. RATE: � MINJNCH so i�tc a<.r iv, Icackj"4 .,rca M� �.,r, 3261 Main Street / 6' P I r Route 6A TOf' of / lO ov / / - - 5ioe MLL Zx 14Z.5 51- ,c Z.S GPI/51r = 717 GPo Barnstable Village MA 9.7 O ` 2r�o•,: 1 T3oT-r„ri ?x Sc) 5 F K L o 6 P►I C-t = 100 GPI 02630 / \ �EGK .I /5 EST/� \�C� ��, '�� i 385 s - 7 5 F 81 Z G r�D 617 362 8133 y ✓ 'r=rT SIZE OF LEACHING FACILITY PROVIDED: PROJECT TITLE: — \ 8,40' �u 76)� G 'P/ram ccl�' '�r�./E- a SEWAGE DISPOSAL N 77 - 34 3 >z14 S,- x -J �� jeQ T'T4,>1 SYSTEM DESIGN 3� �O '(i 99ca ,J ` /�n i,v. //? S� x 30 v "%,� G 5 9 51= 12 9-1 G P D / 3 4 / y 0010 LOCUS PLAN: wPRO1: WnItC m Z O T 06 PREPARED FOR: 0 ., :,.ter P•� GUGvS '� S1LVIl� � SIL_VIN1 �.:.1aC IIVC , fir. I 1 •/y r� AL M. /qj • ` r a • a \ 0 DATE: acT Z.ti+ It", � (, �,, ,<. ., ', �.• COMP./DESIGN: SAW �,..�'� �.f' �..�/ -......•. �• �� CHECK: 1/�W ,. ' y -3o a PLAN VIEW -------- ----- DRAWN: s/�W F,YOFESSIONAL ENGINEER-C/VlL DATE PROFESS/ONAL LAND SURVEYOR DATE • ' I FIELD: . SCALE: 1 = �o i I FILE NO- DWG. /o zo 40 6o FEET DWG. NO. /Zo0 SHEET JOB NO. 03- 1251t 12. / OF / f 22 3 C&LLF-YS V4 MA 3' :5TOt4 Ec. ALL A Z O"l,-L'7 - *, l50 Okti i �L in 1 OD • _ _ -_- ; r. /B2�s-X2,S6Pu :. 4S5 i I s,•. ,, L,.p.r 1 . ' p rho ro►-� �r Z� . --*- --..,. -, n' , , , SO 4) " 3 "N" PMWMMWWANWAM C LsQih( 4V rv,� 0,5 Wdtyb t-GA.Nl. I i � � ' M1enM11�rzr.> IAIV / 21l93 710 FiME *.ANTE 6AND 6Tq-AT I F t(-U 07M w/LAA Cas `�,-U x.A-"ON) 2A rr`. `acA rr. N OF `�• f Pf'TER No. 29733 ! " {. Cc. 1 1,v I k 0.1� `ISTea�p wQ OCO s,I0 f EVG�� -V " o•, �2�cvsEO �9ufust 30, /f68 IQ L V 8 I l 9 3 I I I i --•� 22 i ►Fa�.dc.o ,t. 20 05E 3 Gc&LLF--�s W i rtA 3' 5TU1JEL A-LL A%ZCIUa.LO 40 �jOD ! { /BZS�X 2.Scc;PD,( It 00 /Co 5fX/ O GPI��f /BO Gi"D o I I 1 � t4 •twwfl•1 rrl;, { is f04 '`�- I kA.4 Ali` i i I I 61 Z b 5 F-L vclu0d Anll 4"� :�CMDAC) ?VC 1"I ED S�4hxD r.► nl�A '� � �T1 C, l a �+ l N, - -- —_ - - - 0191 21.66 &�z.un1► 7.0 isTW-AT1 F 1 Co ; ''�' • i ' M. `fie c. .�a t rro s A?A Te _.. ..._._.. LEStS�"A#11 zirlI"jKR , o`er �c • LO C"C, C,Fz— ["" r! c_L� KIER SULLIVAN } No. 29733 " { 11.-\/ IA, S I L\4 1 Po A /" jpz%+.. 1! " 19ge L-a As MoTci;% i 6-3PT 88 AtOZ Q �ST�2!!t�.►._.0 M ��5