Loading...
HomeMy WebLinkAbout0050 TY-DEE LANE - Health C)ZS TOWN OF B NST LE 1 LOCATION "CJ t v e N SEWAGE # �t'I ooZ VILLAGE C4 r',441`M ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. 6' &E2 ► 0C�r or,.) SEPTIC TANK CAPACITY t G !3 O one, LEACHING FACILITY:(type) (size) 000 ^ NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER Il` BUILDER OR OWNER 5�1 -1 06F M DATE PERMIT ISSUED: DATE - COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No D • 5°y �'� i��a I S-•2/ Py� . i I � I � I � i i A 1*-2 2q � � � ©o No..'.? .----....... xs.......!. � 1pw THE COMMONWEALTH OF MASSACHUSETTS ' BOARD OF HEALTH W � � a``''"-'................OF...7s����--�� ----------------------------------------------=------------- , ppfiration for Dispoti ai Works Toastrurtion Prrutit Application is hereby made for a Permit to Construct ( iY) or Repair ( ) an Individual Sewage Disposal System at: ............... ...-------••-------....... �°°'�---...._.'...- ................ Loc Lion-Address or Lot No. �.NGS_��-*- C= 74-,�iCo.c�ct7t.� ��d C ¢1's `�tb �2ij Ga fzes ---------------••------•--•-•--- Address ------- - ----------•--------- 1� , ........ ...:� . Installer Address _ Type of Building Size Lot____y ....Sq. feet Dwelling—No. of Bedrooms____.....______________________________Expansion Attic (.u�) Garbage Grinder (�6) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures ..-•-•--•--••----•-- r W Design Flow.................._________________________gallons per person per day. Total daily flow_._.�k__!!o_'___33 0.......gallons. WSeptic Tank—Liquid capacity_/° !__gallons Length _G" Width___y_��°`� Diameter_______.--____ Depth _I_ ..... x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No._-------/--------- Diameter......e�.'____... Depth below inlet....C._............ Total leaching area...Z.6_7....sq. ft. Z Other Distribution box (,r) Dosing tank ( ) '-' Percolation Test Results Performed by-t424�.___$__�S��` ' � .. a --------------------•-------•-------------.._ Date . Test Pit No. ......minutes per inch Depth of Test Pit__/468_.. Depth to ground water- --------- _ f� Test Pit No. 2.... _7-__._minutes per inch Depth of Test Pit__iO ........ Depth toy ground water._ '--....•______ a ----------------------* Description of Soil.........'7-�/..� Z ..... C'� �p 5� .r U --------------------------------------------••--•---•--•=--•••--•-_...3 gy' ---------------------------------------•----------------------- ----------------------=------ - 8�1- lee" ,iw&b axs a�r-T ------------------------------ -- - - --------............................................................. V. Nature of Repairs or Alterations—Answer when applicable_._ __ uESIGNING -E1�ICa1l�lE-Efi MUST SUPE•RVISt:_____________ -••--•-•-•--------------•1IVSTAttATff?I+f•AItD-CEFtTIFY--IN-W RIT#PdG-.......----- Agreement: THE SYSTEM WAS INSTALLED IN STRICT The undersigned agrees to install the .aforedescribed Iq FdAN6 W System in accordance with the provisions of TITIE 5 of the State Sanitary Code— The undersi ne further agrees not to place the system in operation until a Certificate of Compliance has e n su th ar of health. Sign • ......... ••-••-•-•• = -• Dat Application Approved By.......... ••-----••--•-•...................................... .. _,7 f -----...-........ Application Disapproved for the following reasons:...............................................................,_-••---_-__-•----- ---•---•--•Date ...-•-••••-- .....................................-•-•••-•••--...-•---••--•••--••••-•-..._•-•-••-----••••-•....-•--••-•-----••••---•-------••--•--•-•--•---•-----••-------•-•••-•---•----------•-•---•---•-•-•-••-- Date PermitNo................ A. . :2-Y-•---------- Issued-....................................................... Date No................_....... Fiz$............._............._ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .... ®_`'"" ................OF... ?.l+a� � 6 6 e e ........................................................•••.............. Appliration for llhipoo al Workii Tonolrnrtiun rumit Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: Y L SE r PO-/?r/ .,c_r ................_.................... ................................................. -•-•-••-•---......------................... .... ........... 57^_............... f Location-Address or Lot No. IGj.�7 Ie'f� cr.......,F"?C_ 1..4-a1 f�i/,_Ie... _)..................... .��:�:�._. ".�1°s..:Y.$ i4=. 7t✓d�_ �Cy, G!i)G/17 ..............................._........... .....................__...._......--- O r Address - I , q ... rr/v Installer ^`,Address v� UType of Building Size Lot..... ........ __..Sq feet 1-1 Dwelling—No. of Bedrooms..........J................................Expansion Attic (/ -) Garbage Grinder (ue) Other—Type of Building No. of persons.................•.......... Showers a YP g -------------------•-------• P ( ) — Cafeteria ( ) dOther fixtures ------------------------------------------------•-----....-•-----------------•--------------------.....--------•-•------------...._-•----------------- W Design Flow......... .5...........................gallons per person per day. Total daily flow.____I?X..f/4.=.._3 "......gallons. W4 Septic Tank—Liquid capacity``". ..gallons Length._e:-L.,�n`.. Width...6 _��" Diameter--------- Depth_`%. F_:..... Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------- __....._.. Diameter.....�'_`_'..._...... Depth below inlet...r.............. Total leaching area...i;�14�.:Z....sq. ft. z Other Distribution box (,l' ) Dosing tank ( ) ! Percolation Test Results Performed b �°a-;'� t �=� '�" s � ._ -------------- W y........................................ --------------- Date. 1 ._. F.a Test Pit No. I...`°:_2......minutes per inch Depth of Test Pit..f" _..__._ Depth to ground water..X.e,"c.. Test Pit No. 2...`..........minutes per inch Depth of Test Pit..�1 %........ Depth to ground water-_---- '.---_----__. a ---•-----•------------------•--------•--------••--••---•----•----•---••-•-•------------------------•--•-------------------... ------------- •-•----•---..---- Description of Soil........ . ' •''3<0 '� x .7G 'f`/ /� -f' S ---------------•---------------U -------------------------•-••--•------------ ................................ ................•-•------•-------------------.._......--••-•---•----•--- U Nature of Repairs or Alteraf ons—Answer when applicable....................................................____._..__._:_.._._.__..._.._........:...... ....... •-••-•-•--•-•-•--•--•---•-••----•-----•-•-----•-•-•---......--•-----•--....•••--- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with :the provisions of TITLE 5 bf the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has ssue . y the ar o health. Signed • -- --- ..-- •. ApplicationApproved By.................................................... ....... .... ............................ ........................................ Date Application Disapproved for the following reasons-----------------------•----•--------•-----------.............................................................. -----------------------------•---------------------•-------------•--•-----•----------........------....----------•-----•--------•---------------------------------------------------------•-•--•---_.... Date Permit No.-.,.. ...........•--•--•----•........ ................ Issued-................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........7.e.............................OF..... .... -�°�.�`.°' T`........ •.•......................... (Intif iratr of TompliFanrr Tl IS TO CERT FY That the Individual Sewage Disposal System constructed (y ) or Repaired. ( ) bv.................. i� i�°v c;� ....---•.....------•---•-----•----- ---------------------------• Installer "P - -------------------- has been installed in accordance with the provisions of TIT E 5 of Thg State Sanitary.Code s described in the application for Disposal Works Construction Permit No.__5.1er.__.'2 Z............. dated-.. _ . - .. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WI L FUNCTION SATISFACTORY. DATE.... ...... _.j� t-'�. .. Inspecto ........ - - f THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH GcJ......_).........OF.. .. ...7""�#-R.. L ................. No......................C ................... Disposal World Tons nr#ilan thrmit A .Permission.Is hereby granted 6. .._ g�� �t....................................................... to Constru O or Repair ( an Individual Sewage Disposal Sy em at No..... ..--------Z;V~ �F,P f� ------ .P Cl9 r_... C e... ...... 1 Street '`; as shown on the application for Disposal Works Construction Permit NoIZ7.9�.�/Dated.......................................... Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS .�t11f1fti1tt111ti111?tfJ�t"it!!?(titil'1f?t1??1!t?tr?t?ttrftfff�Jnf?tfJJnt......?iTtllTJttttretrinrteffJftl?trtlptJtettf�rtttitmliltTn,fnt rr„f►ficnffrfrrfrf�r,nt rfr np...I. rt ttttrttt!ltrtrr n fr r n r snrrt rrn� 1.. . : ..... .... „l...1 ,1...... .. f..., ......,.,,[..i.,L1:,ti:itl.:. L....f,� ENVIROTECH LABORATORIES = Mass. Cert.#:MA063 BE 449 Route 130 Sandwich,MA 02563 - (508) 888-6460 = B BE CLIENT: Ed .'ar1 Davignon LOCATION: .' Lot C Tydee Lane ADDRESS: _ Cotuit, MA _ COLLECTED BY: B. Bishop SAMPLE DATE: 5-15-91 TIME: 11:30 Pilgrim Pump & Well DATE RECEIVED:5-15-91 SAMPLE ID: Z265 == New Well x JOB #: WELL DEPTH: e: _ RESULTS OF ANALYSIS: BE Parameter Units Recommended limit Result Coliform bacteria/100 ml (MF Method) 0 O pH pH units 6.0-8:5 3 5.55 c Conductance umhos/cm 500 107 Sodium mg/L 20.0 z 12.2 _ Nitrate N mg/L 10.0 2.02 Iron mg/L 0.3 0.16 :. Manganese mg/L 0.05 - ;; _ 0.04 Hardness mg/L as CaCO 500 BE 3 20.6 Sulfate mg/L 250 _ 5.1 Potassium mg/L 20.0 0.7 :x Alkalinity mg/L 200 4.4 BE Chloride mg/L ----- 250 18.0 z BE: NTU 5.0 '? 2.5 12 _H-' Color APC units 15.0 - <1.0 Background bacteria COMMENT:. Low pH indicates high corrosive characteristics. EF _ EPA 601/602 Volatile ug/L See attached Chloroform 1 _; Organics report YES No WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. 'x DATE < J ( �liWlllll1111!!!1!lull{lUllllllllll!lllUlil!!{!UI!lllUtlti{lUldtItUltittiltlUiiili{!!ri{ulu+llajtliiiiiiiiiillilliiihlllaill�i��iiiiliiiiiilliluu+ultitliililw11iillltrilltlllll!ll�ill!iililli!lltiltllhl!!!!!lliiililillilD ram'• GROUNDWATER ANALYTICAL EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: Z-265 Lab ID: 1332-01 Project: Lot C Tydee/Z-265 QC Batch: VGA-773 Client: Envirotech Sampled: 05-15-91 Cont/Prsv: 40ml VOA Vial/Cool Received: 05-15-91 Matrix: Aqueous Analyzed: 05-17-91 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) Dichlorodifluoromethane , BRL 5 Chloromethane BRL 1 .Vinyl Chloride BRL 1 Bromomethane BRL 5 Chloroethane BRL 1 Trichlorofluoromethane BRL 1 1,1-Dichloroethene BRL 1 Methylene Chloride BRL . 1 trans-1,2-Dichloroethene BRL 1 1,1-Dichloroethane BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform 1 _ 1 1,1,1-Trichloroethane BRL 1'' Carbon Tetrachloride BRL r 1 Benzene. BRL 1 1,2-Dichloroethene BRL 1 Trichloroethene BRL 1 1,2-Dichloropropane BRL 1 Bromodichloromethane BRL 1 2-Chloroethylvinyl Ether BRL 1 trans-1,3-Dichloropropene BRL 1 Toluene BRL 1 cis-1,3-Dichloropropene BRL 1 1,1,2-Trichloroethane BRL 1 Tetrachloroethene BRL 1 Dibromochloromethane BRL 1 Chlorobenzene BRL 1 Ethylbenzene BRL 1 m+p-Xylene * BRL 1 o-Xylene * BRL 1 Bromoform BRL 1 1,1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL 1 1,2-Dichlorobenzene BRL 1 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS- Br.omochloromethane 30 29 97 % 83 - 117 % Fluorobenzene 30 31 103 % 87 - 113 % BRL = Below Reporting Limit. * Non-target compound. "Trace" indicates probable presence below listed Reporting Limit. Method References: Method 601 - Purgeable Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). ,No. -=----C-�-----A Fee— BOARD OF HEALTH TOWN OF BARNSTABLE Application-*rVell Conotructionpermit Applicati n is hereby made for a,permit to Construct ( ), Alter (—),-or Repair (- )an individual Well at:-—- Location — Address Assessors Map and Parcel^ Owner Address Installer — Driller Address Type of Building Dwelling --- Q1 -r -- ---------------- Other - Type of Building No. of Persons-- --- YP g----------- -- a ' Type of Well •_v__a0 Capacity-------------------------------- --------------------------------- Purpose of Well --------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a C tificate of Compliance has been issued by the Board of Health. Signed- ——--- Z '— __�� Application Approved B. date Application Disapproved for the following reasons:---------------- ------------------------ ----- date Permit No.— '` — "�— — —— Issued— -- - d date � BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed Altered ( ), or Repaired( ) by--- L - —- = - ---------- -- — ---— - --- Installer at—------� 1� -� -�- / d�6 —��1��--��� �has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit 5,Ze"---ZlirDated t° � THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---- --- - - ---- Inspector------------ - No.- f''=— ", ,� Fee-- -`°�'"�-Y-'-� - P r~ BOARD OF HEALTH TOWN OF BARNSTABLE ZppYicationiforlVerr Cootructionpffmit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: -- --- �i - -� !' --------------- ------ ------------------------------— — — — p Location _ Ad ress Assessors Ma and Parcel -f!" -1------- ------—��'- "'° t ------------------------------------------------------------------------------------------------ Owner n Address _ '- - --- - �* _-"9"` t'�_---��'24-------------- ---------------------------------------------------------------------------------------------------- Installer — Driller Address Type of Building Dwelling------------ oAoip-------------------------------------- Other - Type of Building ----- No. of Persons---------_-------------------------------------------- Typeof Well- - -T--l---------C_c— - ------------------------- Capacity-------------------------------------------------------------------------------- Purpose of Well--------- ----------��q_ n' 4------- ,i`(Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate of'� Compliance�y dhas been issue by the Board of Health. Signed__`fit � _ - - -- ,t ' �YC � date � r Application Approved By _ - '_L - date Application Disapproved for the following reasons:--------_ ___--------_-------_____________:__�___________________________ r ---—---------—-------------------------—----------—----—-----------------------------------------—---------------------------—----—-------—-------------------____-__----_-_-_-_-__-----__--_ t date Permit No.-- =; '�1,7 _ - /` -- Issued -=-----, -------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (. )", Altered ( ), or Repaired ( ) �d s __---------------------------------------------------------- _____-__bt�t�� _ y_______________ /Installer at------------------ it- = ` '-----�-----��j�-',�,a- ��� �� � - ------------------------ been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit °'- ' Dated- %'----'- " � THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------------------------------------------------ Inspector--------------------------------------------------------------------------------- --------- BOARD OF HEALTH TOWN OF BARNSTABLE Yell Con!5truct ion Permit No. ---- - ---`---/---- � Fee -------��---- Permission is hereby granted--------��- - - ------ -�Via- - -�•_ ---- to Construct (,L.);'Alter ( ), or Repair ( ) an Individual Well at: l t No. ------ r_ a orb' ' - � � ---------' '- 7.f ra --I-------- --- Street as shown on the application for a Well Construction Permit No.------------------- /p'`_T ry-•--'�W --------------------- Dated------------- -'"` - -----_ � - Board of Health . DATE------------� _� --`-__��____--------------------------- g1hTTlt11?Titt�tiriittttinitirtit<iiTl?itrtrirtlnti. .........Rtitirtnttirttttetmirirttimtxttt�tgt tininrtirittnittt mttt�+n�te�r trmtrrnrr+�r�m�t�r m+rt tt v m�it attr+r�n �r4 nirr�+ ��»tr"� fr i .:....... ?,.....;..:•,:••i:...:.:........ ...... i:::I:,,T.,ttt::?:•:,►::i:::,::•:::?i::,i:,::::,ittTi:tt1:,:,,,,,:,::,!. ENVIROTECH LABORATORIES Mass. Celt. #:MA063 =- `—= 449 Route 130 Sandwich,MA 02563 (508) 888-6460 - CLIENT: Edgar - Davignon LOCATION: . Lot C Tydee Lane ADDRESS: Cotuit, MA COLLECTED BY: B. Bishop SAMPLE DATE: 5-15-91 TIME: 11:30 - Pilgrim Pump & Well DATE RECEiVED:5-15-91 SAMPLE ID: Z265 .JOB a: New Well _ WELL DEPTH: _ _= RESULTS OF ANALYSIS: Parameter Units Recommended limit Result Coliform bacteria/100 ml (MF Method) 0 0 E. PH pH units --- 6.0-8 5 5.55 -_ Conductance umhos: cm 500 107 —-- -- Sodium mg/L 20.0 12.2 _ Nitrate N mg/L 10.0 2.02 Iron mg/L 0.3 _- 0.16 - r - Manganese mg/L 0.05 - ;":: 0.04 Hardness mg/L as .CaCO 500 i 3 r: 20.6 c: . Sulfate mg/L 250 5.1 _ - Potassium mg/L 20.0 ;~ 0.7 Alkalinity mg/L 200 -- _ _ 4.4 BE: mg/L 250 18.0 c Turbidity NTU 5.0 IF. 2.5 Color APC units 15.0 == E: <1.0 Background bacteria j COMMENT: Low pH indicates high corrosive characteristics. l= EPA 601/602 Volatile ug/L See attached Chloroform 1 Organics Or . _ re ort g P YES No WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. B BE DATE �iJWaitl!lall!l111111111iUUU1lUillil!!lltl!!1U!!t!{l1111tillUli11111111ii11144,1 t11tt11t1UUfiiitlUlt{itiiiiit111u1 iiiiititiiitiiiiliiitt t lii{iliiiilit lillUliiiiluiiiiilUiiiillUlititliilliilliiliilllUllliillllliiliiilllillilD� r ' GROUNDWATER ANALYTICAL EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: Z-265 Lab ID: 1332-01 Project: Lot C Tydee/Z-265 QC Batch: VGA-773 Client: Envirotech Sampled: 05-15-91 Cont/Prsv: 40ml VOA Vial/Cool Received: 05-15-91 Matrix: Aqueous Analyzed: 05-17-91 PARAMETER CONCENTRATION REPORTING LIMIT (u9/L) (u9/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 11 Vinyl Chloride BRL 1 Bromomethane BRL 5 Chloro'ethane BRL 1 Trichlorofluoromethane BRL 1 1, 1-Dichloroethene BRL 1 Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL 1 1, 1-Dichloroethane BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform 1 1 1, 1,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL . 1 Benzene BRL 1 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 1,2-Dichloropropane BRL 1 Bromodichloromethane BRL 1 2-Chloroethylvinyl Ether BRL 1 trans-1,3-Dichloropropene BRL 1 Toluene BRL 1 cis-1,3-Dichloropropene BRL 1 1,1,2-Trichloroethane BRL 1 Tetrachloroethene BRL 1 Dibromochloromethane BRL 1 Chlorobenzene BRL 1 Ethylbenzene BRL 1 m+p-Xylene * BRL 1 o-Xylene * BRL 1 Bromoform BRL 1 1,1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL 1 1,2-Dichlorobenzene BRL 1 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS Bromochloromethane 30 29 97 % 83 - 117 Fluorobenzene 30 31 103 % 87 - 113 % BRL = Below Reporting Limit. Non-target compound. "Trace" indicates probable presence below listed Reporting Limit. Method References: Method 601 - Purgeable Halocarbons -and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). /�� DE$ W'o CP 17ER I A: INVERT EL E VA T I OW: GENERAL a 1i<O TES: DES/GN FLOW; INVERT AT BUILDING: _ 3 BEDROOMS A T �/O G. P. D. PER INVERT I N SEPTIC TANK; —9 6 S I . THIS PLAN IS FOR THE DES/GN AND ,z, _ ACCESS COVERS MUST BEDROOM EpUAL S�-�_G. P. D INVERT OUT SEPTIC TANK; 9�. So CONSTRUCTION OF THE SEWAGE DISPOSAL � FIRST 2' TO BE WITHIN 12" of INVERT IN D/ST. BOX: FAC I L I T Y ONLY. j BE LEVEL FINISH GRADE -�J'' G�r?3A GE GR l NDER 4 PVC MIN. 2" OF " 'NV RT OUT DIST. BOX; 9P• dS - --, 2. ALL CONSTRUCTION METHODS AND SCHEDULE 40 = —_ - -, PEASTONE SEPTIC TANK REQUIRED; INVERT /N LEACH PIT; 97, 56 9e,s MATERIALS FOR THE SEPTIC SYSTEM �g-"_ GAL. , — �9a�a 314" - 1112 -33G G. P. D. X I500 = ��� GAL. a - Imo' ooV BOTTOM OF LEACH PIT; SEPT/C TANK - - y� S ' SEPTIC C TANK PROVIDED:/DED: _ __-- GAL . SHALL CONFORM TO MASS. D. E. P. L—_— 3 OUTLET �„ i DIA. WASHED ADJUSTED GROUND WATER: TITLE 5 AND LOCAL BOARD OF HEALTH I /O' MIN. D-BOX STONE SIZE OF LEACHING FACILITY OBSERVED GROUND WATER -----_ REGUL A T/OHS. Flu REOU/RED: - G. P. D. 3. ALL SEPTIC SYSTEM COMPONENTS LOCATED PROFILE; NOT TO SCALE DESIGN PERC RATE = L _ MINI INCH R�°VJSI A�' S. UNDER PAVEMENT SHALL BE DES/GNED TO PROVIDED:--I . 6 'PIT(S) W/ Z -'STN. NO. DATE REVISION ! WITHSTAND H-20 LOADING. S/DEWAL L: _- 7 9 S. F. X 7'� = 79 GPD 4. ALL SEWER PIPE SHALL BE SCHEDULE 40 BOTTOM: /0,5 S. F. X 2' = Y7 c. GPDOR APPROVED EOUAL . TOTAL: Z S. F. Sy GPD L. 5. BEFORE CONSTRUCTION CALL "D/G-SAFE" 1 -600-322-4844 FOR LOCATION OF SOIL TE$47 Pi Ir DATA i. UNDERGROUND UTILITIES. rNprCAT s IN l A s -�_ - T F,,�FOL A T)ION 9, NDWAA TER 6. VERTICAL DATUM IS ASSUMED. FOR BENCH t� w BARNSTABL E N0; P-6 goz MARKS SET. SEE S/ TE PLAN. TPs s 7-GRND EL, 8 GRNO EL.12'1-•S 7. TOPOGRAPHIC INFORMATION WAS OBTAINED BY G. W. EL, ti�i4__ G. W. EL. TRANSIT AND STADIA METHOD ON APR I L 25. 1991 . ZONE: RF T,� ? 8. PROPERTY LINE /NFORMA T/ON WAS OBTAINED SETBACKS: FRONT - 30' FROM AVAILABLE PLANS AND DEEDS OF RECORD SIDE = l5< I I —{ 98.S REAR /5' a ! AND DOES NOT REPRESENT AN ACTUAL ON THE MIN. AREA: 43560 S.F. co��x I G�AQ54 - II f � S1"t'. ,. �.lL...^. 'S!"'t:• i1L'- �Fl..._ I �� • 1 d GROUND SURVEY. o`• e;: ;� I \ N/F KEV/N TRACE Y Y��t � �. - --- (TOWN WATER) siCa. /feZ• II 0 15 30 60 \ :5A Ab 9F N 87'OS J0'E 300.57 \ A � �.,r- ``,A� DATE• — - w wtt TEST BY:FRA --- \ WITNESSED BY: 6, - ` 1,7 _N. PERC. RATE;------ -- MIN,IINCH r` PAR CEL C / 40.838 S.F. Ec'J97 yr '� N/F JOHN SWAN (SEE APPEAL NO. 1985-82) I o (TOWN WA TER) r.�r _sc � �>h_�t ,_` f i S�' o CIRCULAR DEPRESSION i CA / S �/ T / C S ST C3 /VCIO i 3 0 '� b� �� `� - U V E -7 R,� B .L 1 �� /�/ S / ,4 S L z ( CO T U l T) � a Q i171 cr / s�°I 2P�� VA / /V E O S %- S iw Z TH +l / TH *2 w � li p�rr t� wE4L,4Ly°' �� ��✓,',4 l'�iR S ED GAR DA V l 0 01l\V �- -- W --- -- --- -- --- w -- \ �. 300.00, N 89 2 20-w .---_— ___--__ _113.29 —_-- S CA L E / _ a O M,q Y 9 . / .9 9 / B . M< NW CORN CB/DH. EL. 100.00(ASSUMED) - - - —foy__ �~ � � �'Y-DEE LANE �® s� cr � o a� � Z crn e EXISTING GRAVEL DR/VE OHW _ . . _-�- . . — OHW — .. ---.- --- NA 1 L UP. �y n s � ' ®2 667 SIGNING ENGINEER MUST SUP VISE INSTALLATION AND CERTIFY IN W TING EL . I C 86 THE SYSTEM WAS INSTALLED IN S RIC1 ACCORDANCE TO PLAN, SMOKE HOUSE LANE N/F RYLOU GUMMOW SALLY RATCHFORD 1 (TOWN WATER) (TOWN WA TER) �- - --T--— �� --- -T--- - ----rt- --------- -- _ _ JOB NO: 91 -031 F I ELD:CFW/SAH I CALC: CFW/SAH 1 CHECK: CFW DRN: SA _- -'--=LAC�_�=_��""_':�_ - _- _ - __ _5� =-__ -_....----_ _.--_--_ ..__..__ ._-.--____•---__...�. ._�i"�' £--.._-_-__-' �_.-_-� N T DES ON' CR► 7FR EA: INVERT EL EVA T I MS: GENERAL L NOTES: DES/GN FLOW: INVERT AT BUILDING: 3 BEDROOMS A T f/) G. P. D. PER INVERT IN SEPTIC TANK: l . THIS PLAN !S FOR THE DES/GN AND <; .� _ ACCESS COVERS MUST BEDROOM EQUALS -33 �-' G. P. D INVERT OUT SEPTIC TANK,,- 9�• So CONSTRUCTION OF THE SEWAGE DISPOSAL FIRST EL ro BE WITHIN 12" OF INVERT IN D/ST. BOX: FAC I L / T Y ONLY. _ BE LEVEL FINISH GRADE r t`='- G,-i?3A GE GRINDER 4 " PVC — -- _MIN. 2" OF /NV RT OUT DIST, BOX: 2. ALL CONSTRUCTION METHODS AND SCHEDULE 40 r � =� -- -_ - -, PEASTONE " SEPTIC TANK REQUIRED: INVERT IN LEACH PIT: (WATER/ALS FOR THE SEPTIC SYSTEM --` q� ?� GAL y�ai Fe.v > �I 3/4 - II/2 �' G. P. D. X I50°° _ `��� GAL . _� _ a SHALL CONFORM TO MASS. D. E. P. I -� SEPTIC - y' I D/A. WASHED `` �'` BOTTOM OF LEACH PIT; )i II - --� -3 OUTLET I STONE SEPTIC TANK PROVIDED; _ GAL . ADJUSTED GROUND WATER: 9� TITLE 5 AND LOCAL BOARD OF HEALTH /o MIN_-_� D-BOX —�^ SIZE OF LEACHING FACILITY OBSERVED GROUND WATER,, REGUL A T I ONS. b G. P. D. REQU/RED:�� __ 3. ALL SEPTIC SYSTEM COMPONENTS LOCATED PROFILE: NOT TO SCALE DESIGN PERC RATE _ _ MIN/INCH ,REV I S I MS: UNDER PAVEMENT SHALL BE DESIGNED TO PROVIDED:_ / , G 'PIT(S) W/ Z 'STN. NO. DATE REVISION WITHSTAND H-20 LOADING. S/DEWALL: 79 S. F. X f c' = 7Y GPD — — 4. ALL SEWER PIPE SHALL BE SCHEDULE 40 BOTTOM,, '_ S. F. X 2• = __ 7'2 GPDOR APPROVED EQUAL, TOTAL : Z& 7 S. F. S`/7 GPD -- — — r 5. BEFORE CONSTRUCTION CALL "DIG-SAFE" l -800-322-4844 FOR L OCA T/ON OF $�/L T ES 1 DATA i1 I A - UNDERGROUND UT I i T iES. P F�LA,.(ore c��O T FS IIVD/FG o A S TER 6. VERTICAL DATUM /S ASSUMED. FOR BENCH BARNSTABLE NO: P-6.t5oz MARKS SET. SEE SITE PLAN. �.-_.__ _ TPs Z GRND EL. Z`� GRND EL.-I 'I• S 7. TOPOGRAPHIC INFORMATION WAS OBTAINED BY G. W. EL, G. W. EL. `' _ TRANSIT AND STADIA METHOD ON APR I L 25. 199I . p ZONE: RF - 4,6 8. PROPERTY LINE /NFORMA T I ON WAS OB TA /NED SETBACKS: FRONT - 30. P)C SIDE - 15' FROM AVAILABLE PLANS AND DEEDS OF RECORD 98.S IM k REAR - 15' AND DOES NOT REPRESENT AN ACTUAL ON THE MIN. AREA: 43560 S.F. "t, �I rt[ <4x,71 I g GROUND SURVEY, i 7 73-0, 9'{•s r, \ N/F KEV I N TRACEY' (TOWN WA TER) 0 15 30 60 \ - 4 A,2i i 5At A-�b i � aTc R N 87'OS'10'E 300.57' ' DA TE: sA v 5. TEST BY: wilt��Tit3 W l TNESSED BY: 76 KST,% PERC. RATE:-�? --- MIN1INCH PA R CEL C ZAE�1 A-'/A 40. 838 S.F. / ,; D c> - -f- L+!v a rc .�f-,<�o�" n' N/F JOHN SWAN �' I r74_ Ec-97 (SEE APPEAL NO. 1985-82) ~^ '„/ �,_ / �, o f T (TOWN WATER) �F 77 . o,4, �. ¢ $ o CIRCULAR �R IV ', -- y -DEPRESSION is cy Lu pR �� C� �+ S L_ < CO T U l T> i��✓�i n CL I, / X /�� A i�� p O S B � /1i� jr C Z TH r 1 / TH *2 in F. _- w -- - --- --- y 300.00' �. 113,29 S C�1 L E / = 3 0 M, Y 9 . N 89.21 '20'W B . M. NW CORN CB/DH. EL. 100.00(ASSUMED) -- / C.��' 'fi' Y I/�' fNC I� EX 1 S T l NG GRAVEL DR!VE T Y-DEE LANE --- --- — - — ,.5� 1® sre o a� 0" Z e7n e + -— ------- — - -- �� — . . . . . . — oxw . . _ . . . . __-v-_ . . . . _—. . . . . . --- oxw -- � � --- • � -- . . . . . . . . --- � � -�� B . M. NAIL 1N UP. EL. f 02.86 SMOKE HOUSE LANE N/F MARYLOU GUMMOW & SALLY RATCHFORD h (TOWN WATER) (TOWN WATER) JOB N0: 91 -03/ 1 ELD:CFW/SAH CALL: CFW/SAH CHECK: CFW I DRN: SAH