The URL can be used to link to this page

Home My WebLink About0008 WINDING COVE ROAD - Health (2) 79 WINDING COVE kbi�. _ MARSTON MILLS A= 077 047 I` No_lf FE.B foc>.......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Di-nVo!3al Workii".tomitrurtion ramit ;'A� Application is hereby made for a Permit to Construct ( V/or I Repair an Individual Sewage Disposal System at: .......... ........)............... ........L,<... ........... �ocation-Aodress or Lot No. ......................1h..4a-4qJ!Zfi -------------------------- -.1............................................................................................... I Address ................ Owner .................................... -------------------------------------------------------------------------------------------------- Installer Address Type of Building Size Lot.. 14,:K.�3...Sq. feet U Dwelling— No. of Bedrooms.._.., ____________________________..-Expansion Attic Garbage Grinder ( ) PL4- Other—Type of Building ---------------------------- No. of persons---------------------------- Showers Cafeteria ( ) Otherfixtures --------------------------------------------------------------------------------------- .............................................................. Design Flow............3_AQ--------------------gallons per person per day. Total daily flow--------_--11.10.................Vlons. 1:4 Septic Tank—Liquid capnity.140.0--gallons Length----It-------- Width-----4o------- Diameter.---.----_--__- Depthl___(:-r�-, Disposal Trench—No. -----]............ Width.....1-0......... Total Length--,---3.jP.------ Total leaching area.....9, p......sq. f t. > Seepage Pit No................. Diameter----.----__-_-.--- Deptl1i below..inlet.................... Total leaching area..................sq. f t. Z Other Distribution box (VIII) Dosing tank Percolation Test Results Performed by...............4K:� ....L.50t_V:_1..................1�.... Date.....' ............ Test Pit No. 11----------------minutesperinch Depth of Test Pit........._.......... Depth to ground water_.._....._.............. �-4 IX4 Test Pit No..-2'. ...............minutesper inch Depth of Test Pity___________________ Depth to ground water......_..-_.........___. P4 .............................................................................. ---F--------- ODescri Description of Soil.............15.ve=..... ......O.vtX------- ....I?._LX. ....................................... ...... U ..............................................................................................................................................................I.,....................................... ..........................I....................................................I---------------------------------------I-------------------*4-M- )?.Hld.ff -42 Canteii- U Nature of Repairs or Alterations—Answer when applicable._.__.___________________________- ---fast 15-ry Lane aift---P�ili ' __I- 62,...5'3"'6...... IV FF51 - Agreement: IlDi w-5w-2-53i The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the . 1 system in operation'until a Certificate of Compliance 7he issued by the board Qf health. y Signed ..................... ..................... 7- .......................................... ................. .................. Dace Application,Approved By .......... ........................................------------------------------------------ ---- ........ 13� Application Disapproved for the following reaf onf-- ------------------------------------------------------------------------------------------------------------------------------- --------- .......................................................................... .............................................................................. ...................................................... --------------------------------------- 9Q — '�--7 Dam . ___'j -')/ Issued ------------------------------------------------------- -------------- Permit-No. ..........t�:..V...... .............................. Date No.... _ FEs........`Da.......... THE COMMONWEALTH OF MASSACHUSETTS V f I / BOARD OF HEALTH TOWN OF BARNSTABLE Appliratinn for Divi-pngttl Morks Tnnitrnr#inn Pumit Application is hereby made for a Permit to Construct ( V "' Repair ( ) an Individual Sewage Disposal System at: �- -----• ........... q-LLooc-ation-:\Od�r}ess or Lot No. ..................F� d..f.L f-"•`�.A�........ e � .................--•----- ^- �.,..� Owner Address ... Installer Address UType of Building Size Lot...rAo._... ....Sq. feet Dwelling— No. of Bedrooms-_-_- 3-:-l_--------------------.-----Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building --------------------.-.-.--- No. of persons_-------___--__--__---.-.- Showers ( ) — Cafeteria ( ) Otherfixtures -------------------------------- ...............I-----------•--------------------- -----------------•--•-•-----•--•----•--•-••-•--•••••......... W Design Flow............. ....................gallons per person per day. Total daily flow-------------31110..................gallons. W Septic Tank—Liquid capacity_1�US2__gallons Length-----R__.......Width.....4_9------- Diameter................ Depth4-±.��, x Disposal Trench—No. ......I............. Width.....1.12---------- Total Length-----3 o_...... Total leaching area....G-CC ....sq. ft. Seepage Pit No.-----.-_-_ ------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (� 'Dosing tank ( ) ~' Percolation Test Results Performed by---------------`_.� ---- .............. ......... Date...... ............ a Test Pit No. I................minutes per inch Depth of Test Pit-------------------- Depth to ground water..--_.-------____.___..- 44 Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ CL' ------------------- ------------••-- ----------------------------------T '•. .x ...................................... U •-••-----•----------------------------•-•----•--•---•--•---•---•-•---•------•-----•--••---•••••-••--••--•------------•--•----•--•-•••------•---•--••----------------•------------......-•-•............. W,�'- STEPHEN J. BOYLE & ASSOC. ------------------------------------------------------------ -------------------------------------------------------------- ------------------- 42---CariterT;iir•------------ •••-- >;ane-------- U Nature of Repairs or Alterations—Answer.when applicable.-.-------------------------------------Eaet...Fa-1-mouth- --M •--02536- ........................................-------------------•......-----•------------•--------•------------------------------------------------Tel.eghome-:•--�08/540-25a4- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has'�eiissued by the board f health. Signed - - ...................................... ......... - ..................................................... Dace Application.Approved By ............ .... ..a.. .<•--- ------ ---------------------------------------------------------------------- .-. - ........e Application Disapproved for the following reafons: ... ................._........._......... ... ................. .. .. -- _......... .. ................... .................----------------------...----._............_....---...-.....-------------------..........:.-----------------... .................._.......................... .. ........ ........_...........-- Da Permit No. ..------Vie......... ........................... Issued ------------------------------- Daze THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Cfer#ifi a e of Complian e THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired ( ) by ------------------------------ ----------- ^_...._4! ---------------------------------- Installer at ._..........:.. L.d..F-.--'1.9 - -� L - '!-{ 1,----------------------------------------------------------------------.._. has been installed in accordance with th provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. .._............................_-----.__.._ dated --------------------------_....___----- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED;r4JAESYSTEM WILL F NCTIONSATISFACTORY.DATE _.. ._�.-"(.....1----------- -- --------- - - - Inspector ....- �... .�. ...... r � THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No.. FEE........r�. pinpnsttl Workii Tnntrnrtinn "rrmit Permissionis hereby granted--------- til-t�--------------`---------- ---••------------------------------------------------------------------- -----.....--..-...- to Construct ( ) or_Rep ( ) an dividual Sewage Disposal,System at No.. -...t-4� _ W,�c� etc n. ....................M'/'^' •--•- ....... ------. ---- ----------------------------------i-------------------------.-----•-.-- Street / p as shown on the application for Disposal Works Construction Permit No------_---�-_��_ ated.__.. ��. 1-�..Q................ ----------------------------------------------------- Board of Health DATE -- --------------------------------- FORM 36508 HOBBS&WARREN.INC..PUBLISHERS TOWN OF BARNSTABLE LOCATION 7 r c D u e- Ind SEWAGE # i VILLAGE V�0, ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO.T(JLSyx A GAQ SEPTIC TANK CAPACITY V 6"1/ LEACHING FACILITY: (type) �� r�+�-z�`�'S (size) /o,x �� NO.OF BEDROOMS 3 p (B7UILYDOR OKf S. PERMTTDATE: COMPLIANCE DATE. Ilt 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) Furnished by 01 i t V W9 T=:> ]F:Z, 1ET_` T or TOP FOUND. EL 520•C.- LO AAA% -&G C.ot CrmCv oV ZrTL. S`E St' i c�M Pcl1t<t�TS- Z2 � l iNV. EL. S'A.9 ` •' FLOW LINE LAMER na+T covEx / / \ / .., to• YIN. t9• INV. EL. ir4•3 r LEVEL 10 MIN. 4' UQ= OEP14 -----------_9_ ."PWrsct+gl Tr��l�1'Loutllit>t•1-� ��'� \ 2' MIN. - 1/8" TO 1/20 WASHED STONE I MIN. INV. EL. 5'4•<o i suwp INV. EL 13Z. INFILTRATOR 0 i 2 � N . / INV. EL. 5Z•4 � �I � 3/4" - 1 1/2" WASHED STONE,� EFF. Ot:PTH 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) PRECAST REINFORCED CONCRETE �O- �. DISTRIBUTION BOX S.A.S., _ SO LONG x WIDE x EFF. DEPTH / TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND NTH HiGH CAPACITY INFILTRATOR CHAMBERS SHALL EXTEND A MINIMUM OF 6' ABOVE THE FLOW LINE STALL ON A LEVEL BASE / OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE AO / SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT I NIMUM WALL THICKNESS 2" ` MANHOLE. ' MINIMUM INSIDE DIMENSION 12" / / / l / \ ' THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR OUTLET INVERTS SHALL BE EQUAL TO EACH � MORE THAN 3" ABOVE THE INVERT ELEVATION OF THE ) AA + J / (� v / OUTLET PIPE. OTHER AND AT 2 MINIMUM BELOW INLETINVERT. Ile 91� / \ \ J l THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX AV y'1•� / / / p�' / \ \_ 1 SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING q® ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY LINE INVERT AFTER ALL LINES HAVE THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE BEEN SEALED IN PLACE. .Q� - HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENTWITH DURABLE 'E�•dS•s' I / / /r �-- 10, �` SETTLING. INVEAND RT ADJUSTMENTS SHALL BE MADE Y FILLING NON REFORMABLE MATERIAL PERMANENTLY FASTEND TO THE LINE OR RECONSTRUCTING THE LINES UNTiL ALL INVERTS ARE OF w SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 . EQUAL ELEVATION. THREE 20' MANHOLES WITH READILY REMOVABLE IMPERMEABLE 04 COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND OUTLET TEES. � /� i -''^ • // _�- ~ \ � � �� GENERAL CONSTRUCTION NOTES S�a - THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. 273 sq.ft. t sv 1 11 ! l � �'��' / .�- -`' li• � ,..�-. --" � ` � • 1 , ' 1. ALL WORKMANSHIP , 54, AND MATERIALS -SHALL CONFORM TO D.E.P. TITLE 5 \ ( // ' 1 �g f i AND THE TOWN OF ��ysc'�-�>= _ .RULES AND REGULATIONS FOR 1 l \ THE SUBSURFACE DISPOSAL OF SEWAGE. _ 3*1 . Go •\ i --� ` ` - $4 3 'm 2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE �'�, / /� 1` • , ACCESS REMAINING Y R WHITHIN SIX INCHES OF FINISH. GRADE WITH ANY E REFERENCE MAP: PORTS BROUGHT TO WITHIN TWELVE INCHES OF FiNISH GRADE. `extsting storm drain\ 1 ` `. SOIL OBSERVATION DATA: C�tCt.c�,. CAPE COD 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF r,V `.� WATER TABLE CONTOURS WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 •�` \ ( 1 \ AND OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN o TEST DATE ,1`- 1g PUBLIC WATER ONPAREAS 10' OF DRIVES OR PARKING UNLESS NOTED. `�` l r+0 d�,rdo � WELLHEAD PROTECTi 4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL .� �, j \ + �, n0tA� \ \ l SOIL EVALUATOR s ; c�(�-� �7°�ER 1995 SITE UTILITIES PRIOR TO ANY EXCAVATION.URCES OMCE 6,;4-t�.% ! AGENT tiz w�OD COWM+ }} B.O.H. AGE � �'�+ uu. � ` e � •...,�, \ �--- 5. SEWER PIPES. SHALL BE 4 SCHEDULE 40 PVC LAID AT 0.02 SLOPE. � �; b � j ---~� � \ \ EXCAVATORA•LTn PERC RATE 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE ®SG �`�` \ �''�.-•,•• Pao '� ` ` \ \ ` , \ — MORTARED IN PLACE. `` .• • s+ '00 `` \ \ i ` — - -- - - 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT. \ \ �, ''• _ ` ^ , , �29 80' \ SL µl m: i.0'i 1Z 'th « 5L. A./L` 1500 tank al g 1� 9 / � SSY �4�F P LAN VIEW 3 _ - - f \ �g z4 ZA zG 1 s o. A� zt. Z,S-f bfj4 satN.► Z.y-y �/r GRAPHIC SCALE z 20 0 10 20 40 so \ J�,, — I as 1. -4¢ 4D VAA o `4l \1 A-T�CL I IN FEET ./'• i inch 20 ,ft. , � / , �- \ N� � — � 4 , �01, - h i so 58' �'�� A' ox DESIGN DATA: 1 :••' Proposed S.A.S. Infiltrator Trench BENCH MARK TOP HYD. Proposed S.A.S. Expansion Area STRUCTURE 'Tr'Es. 3 n EL 68.80 TYPE NO. BEDROOMS GARBAGE DISPOSAL DATUM: NGVD t3' \ ' DESIGN FLOW 3 x uo . '33�3 GyD '2'�a , i ,r , \ \ ,� NM� Co Cob Reference Plan: Book 375, Poe 92 Of Zoning District: RF g Building setbacks: • N STEPHEN SEPTIC TANK front - 30, J. �t oo'' - l.G o u - t o0 Ati-. side - 15' , � 3 �374.59ft E \ ~` $ 3 Z � i rear- 15' No.3 559 SITE PLAN O F LAN D LEACHING FACILITY ` FEMA Data: Locus does not Ile in a flood hazard zone ��t 10 '` tour`• ifl _w x •3o I- -s �t��• Tt�1`cL^rt3ATi32 _1Cug. t.�- Ground Water Overlay. AP - Assessors Map 77 - 47 426. �Z, lq�,p 4d�� IN MARS TO NS MILLS, MASS. In>c —C n = -3oc� t A OF � DPICTING 4l.O k o.'1A 3A0 f�p► kp� 4s� o� rrI11rAM s LOT 79 OLD POST LANDING LiEBERMAN " 9 13971 scale: 1" = 20' date: august 11, 1998 FSSJON , Stephen J. Doyle and Associates 42 Canterbury Lane, East Falmouth, MA 02536 Telephone: 508/540-2534 III