Loading...
HomeMy WebLinkAbout0053 BRIAR LANE - Health ol 53 BRIAR LANE WEST BARNSTABLE A 136 055 003 } TOWN OF BARNSTABL LOCATION SEWAGE # q 9 VILLAGE VJC-Si Qzn-c v,t ebsle ASSESSUR'S MAP &LOT INSTALLER'S NAME&PHONE NO. �►� Devi ���cog R33�y�9 SEPTIC TANK CAPACITY 1ST �sl LEACHING FACILITY: (type) (size) 23 X°2 Q x� NO.OF BEDROOMS_y BUILDER OR OWNER c n G ' PERMITDATE: COMPLIANCE DATE:_------------------ C Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by ILI +All - si ;fib• i w �; W , • i' TOWN OF BARNSTABLE LOCATION 3 �� � ,�1� SEWAGE # VILLAGE ASSESSOR'S MAP & LOT Co 1 3 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY SO(U �tS LEACHING FACILITY: (type) q; ( (size) 2*3 X Q(') n(, NO.OF BEDROOMS__ BUILDER OR OWNER i PERMITDATE: N 792 COMPLIANCE DATE: �C 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 i on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by PI -z- 4 6-i; ,,Sri -H Y1, 6 w /... FESNo. V.CJ .... too THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH STEPHEN J. DOYLE & ASSOC. TOWN OF BARNSTABLE 42 Canterbury Lane East Falmouth, MA 02536 011 Telephone: 508/540-2534 Applirathatt for Di-wipw3al Work.6 Towitrnrtiun Vanfit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: V ..................• ? !pQ..._.. _..v-0.4 . Location- Iddress / or Lot No. ........... .......... •--••-------•-•-••-••-••-•••-•--...-•••-•......--•------•......•.... ----- ----------------_..................................................................... O on r Address- . Ua-lo Installer Address Type of Building Size Lot------- Sq. feet Dwelling— No. of Bedrooms-------------�'-�_-----------__.__.___.____...Expansion Attic ( ) Garbage Grinder ( ) 04 Other—Type of Building ----------------_--._--_-- No. of persons.--------------------------- Showers ( ) — Cafeteria ( ) a Other fixtures ---------------------- -•------------ - Design Flow....................U%0-----------------gallons per person per day. Total daily flow..--.-.---__--...-3:3Q................gallons. 19 Septic Tank—Liquid capacitv.i.<DQ__gallons Length-_.'(.t------- Width-----(,9------ Diameter---------- ..... Depth_-C.Off— Disposal Trench—No. ---------1......._.. Width_._....W-.----_ Total Length------Y.�S....... Total leaching area......�keQ......sq. ft. 3 Seepage Pit No................ _- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (�Q Dosing tank ( ) ~' Percolation Test Results Performed by .-_-_.--_�'�YJi�:I�..� -- Date----__--�-,.�.��.......... 1.4 .. 0-1 Test Pit No. 1.4_Z::__.minutes per inch Depth of Test Pit----I-a?I---_ Depth to ground water_........ . Gz. Test Pit No. 2__!4__��_-_minutes per inch Depth of Test Pit------�.Z_Z''__ Depth to ground water---- ------------------- � --.------ - • ------•----•----• -- •---------•-•-•-•------------•---- •--.••... -••-•------•....... O Description of Soil. -------•--•- •-�� •-- 3't ---- SSl= 1, �Q � ------ V --------------------------------•------••-• ... . W -------------------------------------------------------------------------------------............................................................... UNature of Repairs or Alterations—Answer when applicable................................................................................................ .........:...........•-•--•--...---......-•----.•.•--..............-•-•-•-•--•-••---.............-•---•-••-------.....---------------•-----...............•---------._..._...--•••:..................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with d —The undersigned further agrees not t 1 th the provisions of TITLE 5 of the State Environmental Co .e g ees o o ace. e Pg P system in operation until a Certificate of Compfheissued by the board of health. Signed �--------------------------- --�................. .. o ................ ir� Application.Approved BY ....... =..._ ..... ... .................._... ......._..._._.Dace.................. Application Disapproved for the following rea ............_...................._....._------..._....._..... . ............................................_.. ._.............._. ...._..... ----------�-e---------------- Permit No. .. .�� ......... Issued ....._...�..... ....................... ce THE COMMONWEALTH OF 'MASSACHUSETTS BOARD OF HEALTH STEPHEN J. DOYLE A990C. TOWN OF BARNSTABLE 42 Canterbury vane East Falmouth, MA 02536 J Tel one: 509 540-2534 ` Applirtt#inn for Di�iautittl Wor1w Toni#rnr#inn prnni# Application is hereby made for a Permit to Construct or Repair an Individual Sewage PP Y ,, ( ) P ( ) g Disposal System at Location.Address ` or Lot No. ......................_.......................................................................... •----------------------•------•---•-._.....---•-•-••-.._....................•......_....._._...... Owner Address i n \ y -.^------------------------•-- - -...1._ {t dJ'y7_ ... U ` t Installer Address ----------------------------Ex Expansion Attic Garbage Grinderq U Type of Building Size Lot.._.._ �S�P.S feet ... Dwelling—No. of Bedrooms............... No. of ersons.___.____.--_____.___(____.)Showers � ( ) 3 Cafeteria Other—Type of Building __________________ p ( ) a' Other fixtures ______________________________ _ _ WDesign Flow...................IkQ-----------------gallons per person per day. Total daily flow---_-_-_-___._-.--�030................gallons. WSeptic Tank—Liquid capacitv_I:<D_Q_gallons Length-----!_------- Width-----(a-.___ Diameter---------------- Depth_. ' x Disposal Trench— No. _�----I.......... Width...."Zo-....... Total Length......s' ------- Total leaching area______4 Q-----sq. ft. Seepage Pit No....:................. Diameter...__-____._-____.__ Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (W r I Dosing tank ( ) Percolation Test Results t Performed b ----------- Date-------- ............ Test Pit No. I.A.Z._____minutes per inch Depth of Test Pit---I-aZ,111_____- Depth to ground water......... ............. (� Test Pit No. 2..14.5-._minutes per,inch Depth of Test Pit------ �._ Depth to ground water____ ___________________ Q4d' ._..•.. ...................••••....,_M...._........ -•••--. •-----••--•........ ................ ' --- .--�' Description of Soil .r§� ----------'�°s -�S�;a 4� `4 �`+1 -------to �.................................. U } ---•--•-----..--- ------------------------------------------------------------------------------------------------------•---------------------------• ----------------- VW ----------------------------------------------------------------- -------------------------------------------------------------------............... Nature of Repairs or Alterations—Answer when applicable.________----------------------_________________________________________________________________ --• ••••. ............••-•-.........••-- Agreement: The urdersigned 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 h eSp issued by the board of health. Signed " - - - � 1 / Dace ,. Application.Approved BY ���I'! : '1_ 1...r. � -- ---- :......... .... - - Date Application Disapproved for the following rea on.: --------_---------------------------------------------------- --........ ------------- ---- ...... ....--I..... . ... .................. ------------------------------------------ --.. ..-------------------------------- Date Permit No. - 0�------------------- Issued ------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Ter#ifiratr of Tamplianre THIS 1§)TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by ''�� r , - _.............r'1_�-(��,; --�-'� - ....._. -.._-......- ... -- - --- - ... - - at .. `.> J�r(i . l/}-t...1��. -_------------'----- ---U--:---- ------------------------------------------------------ has been installed in accordance with the provisions of TITLE 5 Th State E vironmental Code as described in the application for Disposal Works Construction Permit No. -._------...��"'��t, ----- dated/ -----.............................._- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE ON,STRUEA AS A GUARANITEE THAT THE Q SYSTEM WILL F N�TION SATISFACTORY. ('0 ��� '(. .. DATE.... ....... �. �. .. ...... ------------------ ------------------ - Inspector .. . ----------------------------------�-------...... ` - ----------- .. .:. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..� .<- TOWN OF BARNSTABLE �` / N FEE)() .--•-• �io�nottl nr�,� �nn.�#r�fr#inn �rrmi# Permissionis hereby granted----------------------------------------------------------------------------------------------------------------------------•---.---••-.--.-- to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at No-------------------------------------------------------------------- ---------------•-----•------------ t---------... Street ..................... ........................ as shown on the application for Disposal Works Construction Pe=mit/No__ ____ ________q��� ed.......____-__.__.-__.._._...__._........ ..., +� Board of Health DATE. =..i Iqr--------•---------------------•----------------------- FORM 36506 HOBBS&WARREN.INC.,PUBLISHERS 36--,a5Y ODD "" � Fee-- -`-��------- --- BOARD OF HEALTH TOWN OF BARNSTABLE App[icationAr'Vell CongtructionPermit Application is hereb made for a permit to Construct (2 1?Alter ( ), or Repair ( )an individual Well at: ation — Addres Assessors Map and Parcel map Owner Address e -------------------------------------------------------------------------------------- nstaller Address Type of Building � �„ Dwelling-----—!t- !-1dr'�?- -------- Other - Type of Building ---------- No. of Persons---------------------------------------- Type of Well— � -- Capacity — Purpose of Well------- -�r� _----- 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 untiZ�= ertificate .of Compliance has been issued by the Board of Health. l Signe — - -- -- - - —1�--�-- date Application Approved B L--=-� date Application Disapproved for the following reasons: — date Permit No. � `" ~�Z --- Issued date --_---�---- --------------------- ------------------- -------------------------------------------------------- --------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or RepairedIVY ( ) Installer _ 3 �u- ,_ ./-__ ------------------ -- -- --- ---- at---- 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 No..=L49-=J2-Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE—__-- —- -- Inspector--------- --— —----—- t. r•..w,.n,ya,-�,,,,+Y� � _ ,� �:,,.,:yn..-.:�.,�.M ,�..y,y,�/yk v.� . ,....� ,a...e:r+.; ---^- ---_„ .... .., _ 3(o No. BOARD y-- BOARD OF HEALTH TOWN; OF BARNSTABL•E 0 p [ cation-for-Well Co'!WttrtionVtrm't Application is hereby made for a permit to Construct ( Alter( ), or Repair lan individual Well.at: ahori A dres —� ---A�-�-M=- ��-G� ----- A. ssessors ip'and Parcel- ---- --- 1'� 'l - - ---- - Owner Address -- ---- - nstaller ----------- Address-, Type of Building Dwelling---— �-�/ ? 6 �'� /---------- Other - Type of,Building -==------- No. of Persons----- , ------------- T e of - ' yp Well- = —- -- —— Capacity-- -- —--- — — f Purpose of Well - �' .� ..�'',.--- - — k 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 has been issued by.the Board of Health. Signe ...... — - — — G:1 _n 0'—� date Application Approved By J date Application Disapproved for the following reasons:-- T date Permit No. `1 .G Issued ---- date r }�Y'to±iY�4irb±e±L±Y"±�Y�!�a1f�Ti±LT!�!�Y�^_n!rt�4�1�ilrlw@�Q�ti'illiCifili4i±Gli�i�ilNiili•'Iw7i.�GeiMif4N�R�51Ni0iRllit�7 !si7`r174i9fNFtil�.lTYtitKl�Si41�9wwifiSi}b11����i91'Mli9w!�9sYo#.ir'1: BOARD OF HEALTH l� TOWN t OF� BARN.STABL'`.E " - eerttficate V Comp"'Urre" THIS IS TO CERTIFY, That the Individual Well Constructed ( ) Altered ( ) or Repaired ( ) by - ` ''—��--' G -- — — -- - --- • Installer at has been installed in accordance with the pro.visions'of the Town of Barnstable Board of Health Private Well Protection Regulation,as described in the application for Well Construction Permit No.�/--= -Dated THE ISSUANCE OF-THIS.CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL.FUNCTION SATISFACTORY. DATE------- _�_-_ Inspector-- ----- - - —- ` �:-- >ere?I®!ti•.!liP`li.�!aNiQi!1ir4�%�AL�i?�iii`4lRieN%i000iVS'it�i4.i,9dliiRwl^i91148!'E+1ii9itlNlMlfirfJblb�fdNA6liixoTLfGRi�i!i19�.!i�O�K9YRY +va�!ei.+e Aei•i�...�d^:awar.�-as+s+6+:.ri�rea:rrv�oa.�w+ws:°�.� BOARD OF-HEALTH TOWN OF BARNSTABLE Yeti Contruct ion]permit No. ''-- �' / F� Permission is hereby granted to Construct'( Ater ( ), or Repair ( .) an Individual Well at: No. ' Street as shown on the a lication.for a Well Construction Permit �,,., No: — " ----- Dated=� '- -� --- ------------ - I -— — -- Board of Health y .DATE • I - Town of Barnstable P hl v Department of Healtli,Safety,and Environmental Services aF Public Health Division Date 9 - 1 - 2,9 t Sl, 367 Main Street,l lyannis MA 02601 ` BABNBrABLE.MAVA • Date Scheduled _ 1 Time Fee Pd._ �) Soil Suitability Assessment for Sewage Disposal ORIGINAL Performed By: bd Lj Witnessed By: 1` Q_ ,— LXUtl\N\�Cr iDG :.::;:;:z;:<;ii:;x;. Ia(� 'CI( 1>: NERA tfiFUAT14N..::.: .. Location Address LeT 3 ,r L,v Owner's Name w ° Address STEPHEN J. DOYLE & ASSOC. Assessor's Map/Parcel: -rAW Engineer's Name 42 Canterbury Lane East Falmouth, MA 32536 NEW CONSTRUCTION V REPAIR Telephone q -2534 Land Use VA.4_A�"�- �ES • Slopes(%) Surface Stones Distances from: Open Water Body Q' R Possible Wet Area >I,Sb R Drinking Water Well Q_R Drainage Way > Sa 1 R Property Line > 10 + R Other R SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) s 45,3SG ssb ,to. Parent material(geologic) TU n Depth to Bedrock ',,jai 1t � III Depth to Groundwater: Standing Water In kiole: 11 A Weeping from Pit Face 1 „�U t Estimated Seasonal High Groundwater kola tl .:gal✓AS.Q�1�1; C 'VS!A'11J '1~Aii� Method Used: OT3S—`!' ► Depth Observed standing in obs.hole: u 4" In. Depth to soil mottles: 109, in. Depth to weeping from side of obs.hole: 1.1-—tt in. Groundwater Adjustment O.S + R. Index Well N_ •Reading Dote: Index Well level•_,__ Adj.factor Adj.Groundwater Level_ ....... t ...: ::::::::::::::::::.;:<:.>:.;:.>:.;:.;:.;:.:<.;:.;:<.>;::.;;:.:;:.;::.:; :.;PEI2C( LAT .I( !t:TE..STX.X.::.:-:X:::.rate: :T...... .i.... ............................. ........ ... . >. .:.:: Observation Hole a �_ �� Time at 9" lZ:oZ Depth of Perc Time at 6" Start Pre-soak Time® Time(9"-6") End Pre-soak W, J Rate Min./Inch L b/ Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back Copy: Applicant ».: DEEP .... b1e# ... . Depth from Soil Horizon Soil Texture Soil Color Soil Cher Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. ,\ a bit /S��- Si— to`(2 (0 1�1AZyS= l-oosi= I!'�- srb*l- �1�- Z4l� L S \o `(R BGii G i.c9�ln- - �ot�4K-►►:�? ©y �( d � .SHN'D Sole "Kc.t'�'C A�~�►T[� Ito tom - III C11 EINVISS S I t`n 1141`- I3Z4 Gq `�",� Z• 'T(3 � Loos _ U, - '. . . OBSRVATICa1.HQl L��G:.. Bole:#: DBEr .. Depth from Soil Florizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) I Consistency.Mottling (Structure,Stones,Boulderes. n &-so A) 51- V\oHc Loo - IA. sT zq`� eat' e- M�-�•S.�tu l0 2 �r� �� -i l``--x0b C-z r ttic �uL, Y,Sy 'T 3 _ L,00 _ Z'` 'C�ae+T AR A 1 l l g 10D' 114AIL li \g`o�� 1AZ0 1121i�-13Z Gd Y►�L D z•S �`( � �i � �..p�� -- No sy t) - DE >l� 0)[�SEIZ�A' 't4N.Y�U , LUC ...:..,...: bole# Depth from Soil Horizon Soil'fexture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % DEEP OBSERVATION HOLE LCIG H1�# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % 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 material exist in all areas observed throughout t e t area proposed for the soil absorption system? r} ; If not,what is the depth of naturally occurring pervious material? Certification I certify that on 3 (date)I have passed the soil evaluator examination approved by the Department of Enviro mental Protection and that the above analysis was performed by me consistent with the required training,expertise and ex erience described in 310 CMR 15.017. Signature Date �— < IL CD1 TOP FOUND. EL 1,.(•D t1ESII OATA:: ST kUCTURE -� "*""` i v 'N, a+...,,a.:.dw.«w,...ra;. .,, �n.,ew,+.,.,«,,......:.......,.�•.<...,... .. ,may �e TYPE NO. BEDROOMS GARBAGE DISPOSAL ,•.+.�-.... - � � � _.._..,.'ta 4 � ,.b. '�# ... .. 1��"i�� FLOW , 4 '- 1 'j a n r h S 1. �.: *- ..-we. .{ 4. .q, 'n. ...:. : .._ .; :...:, '. ,. . ,.r^.,_..•:+rwFw—.•. ',;. -, R y, b a . a - -`WATER 71o"T.COVER JJC v y V. EL ... 3 Z TANK / •�:� `"-r. +►, '' ..t.. •, .. _�..._•,.•, .. SEPTIC � "� !. ;�,.,: ..,. r r :`� �; :.,.. �,,w.^:..r.. •�•�.._ , -2 IFVEI .. FLAW LINE ; .:. ... .:- ,�;'�.-• .. � " 1 $ TO 1 2' WNASFIEA:STONE •� . ,19" LEACHING FACILITY �:� �+ X �. 1=mLefob :;-- `.-i.. ,► ,►, 7(.1' MIN, a LJiiWD OEM V sUW INV. N — -.:I ... _ CNtNG PIPE . . ._._ LENGTH. C?F' 4 .OtA, .PEITfiDRA1ED LEl1 • IN V. EL . , . . . . . �- INV. EL. . o ....,._..___ ..... 3/4 � 1/�t WASt�ED STONE >^ L A kL - •,,,, � . : , \ USGS LOCUS ...SCALE: '1: 25,000 .. TANK .• 1500 GALLON PRECAST REINFORCED- CONCRETE SEPTIC A K Z3 . .: >~a;: S.A.S. •:.LONG x W& X � EFF. .DEPTH _. .' Am�. ::'sO .,,_ \ MINIMUM CONSTRUCTION MATERIALS PER 310CMR 1"5.226(2) TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND r SMALL•EXTEND A MINIMUM OF 6' ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON THE .CENTERLINE OF THE >A+�,'� V��►R't>�+a—. ,� , SEPTIC„TANK LOCATED DIRECTLY UNDER THE. CLEAN-OUT PRECAST RElNF4RGE0 CONCRETE. ,MANHOLE, E DISTRIBUTION BOX THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR 17 10 \ ' MORE THAN 3' ABOVE THE INVERT ELEVATION OF THE \ , - OUTLET PIPE. INSTALL ON A LEVEL BASE MINIMUM WALL THICKNESS 2 \ ► i SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY MINIMUM INSIDE DIMENSION � 12' COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE �� ► `. 'B.M. -`^¢s ttiM = s�. IS.4g♦' HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT OUTLET INVERTS SHALL. BE EQUAL TO EACH SETTLING. OTHER AND AT 2' MINIMUM BELOW INLET INVERT. drainage easement SI 'TIC TANK SHAH HAVE A MINIMUM COVER OF 9 . THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX . SHALL' ALL HAVE EQUAL INVERTS .AS-DETERMINED BY FLOODING `� , / \ c. basin THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION THREE 20 MANHOLES WITH READILY REMOVABLE IMPERMEABLE r `\ ,•� I � LINE INVERT. AFTER 'All-LINES- HAVE' BEEN SEALED IN PLAGE: COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS , y ,76 i ` �� s INVERT ADJUSTMENTS.SHALL BE MADE BY FILLING MATii DURABLE PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND ca \\ OUTLET TEES. / AND NON-DEFORfMABLE MATERIAL- PERMANENTLY FA5TEND TO THE 2 . ��, i�+•Ze ,'r v's; LINE OR RECONSTRUCTING THE LINES UNTIL ALL INVERTS ARE OF �' ♦ _ c. basin ' I EQUAL ELEVATION. THE OUTLET TEE SHALL BE EQUIPPED MATH GAS RAFFLE. / ,9e �, �. . �♦ R-60.00 ,;.•►""� 150..01 ••ter drainage easement / _ �:oll O w _ _ ��p+�� A F `�. 45,356, ,ft: ^. •y _ I W Mt< ......... ,«,w• .. a x . W asW- .... ............. .t. h . %` X ., PropcDeed 98 / p 3 Bediroom REFERENCE MAP: 4 "` as�p �-'_ -�_, T Dwelliing SOIL OBSERVATION DATA: � "IZ,. A CAPE COD I �' _ , WATER TABLE CONTOURS , ',.' PROPOSED S.A.S. 23,....... "'—' '- S.A.S. ,AND 1 PUBLIC WATER SUPPLY , TEST DATE �"' p� Q_� •`'� .r'" \ 1 T , WELLHEAD PROTECTION AREAS �" `'��• ,;,.,�� ��. - r ANS 1 -•—�_ 0 O � .EXPANSION 0 5011 EVALUATOR ... `-� • T:�u, t_� s� Matt ---- 1500 n►2 10 WA'U , 268 GALLON 9. B.QH. AGENT ~`'"�•.. PRECAST ! t - } TANK D/BOX��• EXCAVATOR Ait_T 4 _'`_.,� c, . PERC/RATE _ yt 58 E041% ! w ZONING.DISTRICT: RF %L, tb,.0 OVERLAY DISTRICT. AP ASSESSORS MAP 136 .PARCEL 4 : �o sz sL �: � ao � 4 b 11 - ..MINIMUM YARD SETBACKS. R90 `i �,� _ � FRONT 30 SIDE-15 Mrt`O : M�'+, io (. � REAR-1$' r ( _ REF�NCI. / : . •. I'!~�r•i « `L,S� 'f f3 t� St180lYt�atON PLAN. �i S+WG kCt �, '��3 �, t EL.YoO GCB. C � G.a:� �t_At�►O. ' ta$ \ :P 5 . - ,.,.r • _ BOOK 534 AGE.5 U&I1 i:L FINS S&I 16 s. r ITS 1=> AN <DF LAND IN J. BARNS rrABLE, MAS SAC HU'S ETTS axe No,s Prepared For GRAPHIC SCALE ,. 20 C 4o ao ` # dq; I—t'., ''C� �Q l�' t l\?• � T' R "C._T � rr I U Nn 8 � of ar,�nr 'S depicting the proposed dwelling on lot 3 Briar Lane — _ _ ..,.. � _ . ... . .... s, P B P P B { IIJ il'LET ) s / 998 1 inch 20 t. x WILLIAM Mgt. scale. as shown date. September 25, 1 Url BERMAN , Prepared By: PLAN VIEW Stephen J. Doyle and Associates - - 42 Canterbury Lane, East Falmouth, Massachusetts 02536 Telephone: 508/540--2534 , I , < : , , I ........... � \ . _ • DE51C�+1•DATA: TOP FOUND. EL t rt•C) STRUCTURE TYPE NO. BEDROOMS GARBAGE DISPOSAL ,•' twn'..n\�.:+',:w?sicfyo..S+.iT.'-t' n.t..x...::.:�,•Y3:;dRt'.'.r+ J..t isw,.w.4x4w•L,..:F:t.. .. .... ... - - �,. .,xxwp� .,pmaw DESI{ 1 FLOW O •7A C '3 t� l`+ P '�'� t.\Co1. z r • •. l '1.. y .. 'E . c « q � �: •f". .. 4 a- � 1 � .,� .. .. 4- � 1 ..- ^s. .. .T"` ''YY• r MGl IER VQHT.COVER 1, s5 es • + .► ! X ft <,�•. —�-- SEPTIC TANK ��, L,�, — X�.QcLEVU ��. ���`�, .�,., . .. .,,,•�.:`c'w• ..:._ �: ., FL4W LINE ._...._.'I ,.,, _ •.. .�- .v:_ .;;'' _ 2`MIN. ham, 1/6 TO 1 .2: WASNEtD STONE j _ LEACHING FACILITY • INN. EL .t 'S A 5 -�<���7 La's X 'L3 �. fr ?�?1k: •' •!. Mn I MtN. •• • SUMP' � ,.;� .w: w• ,�, .rr '�•',.t, w.._......r._............:..,_.... or 4 INV. EL � , •. .•. ; _ LEACHING PIPE. _ ,:: .,. :;. . i+:- : • - . . ,.�w.. - - � LENGTH r1�F 4 aA. PE�zFOR>ATED { NV Lk , - ,.._....., 3/4' tit .ifs WASFIm STONE • �� � e e a p USGS LOCUS SCALE: 1: 25,000 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK _ 3 z.,o ; G ALL E .• S.A.S. -:�•4 I IN x -WADE x EFF, DEPTH i is ►{-S .,, .��• ' MINIMUM. CONSTRUCTION MATERIALS PER 310CAIR 15.226(2) TEES SHALL BE CONSTRUCTED OF SCHEDULE,40 PVC AND / ` �?F SHALL'EXIEND A MINIMUM OF r ABOVE THE"FLOW LINE' A OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE SEPTIC„TANK LOCATED DIRECTLY UNDER THE-CLEAN--OUT MMHOLE. : PRECAST REINFORCED CONCRETE. DISTRIBUTION _BOX �. THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2w NOR I7.{o MORE THAN 3w ABOVE THE INVERT ELEVATION OF THE 1 OUTLET PIPE. INSTALL ON A LEVEL BASE �` ---.�;\ \ ` MINIMUM WALL THICKNESS :� 2- SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY MINIMUM INSIDE DIMENSION t 2" COMPACTED AND ON TO ViICH SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT / OUTLET INVERTS SHALL BE EQUAL TO EACH ', `� B.M.-c-� rttr�► = E�. SETIUNG. OTHER AND AT Y MINIMUM BELOW INLET INVERT. t$� t �� '�A-t'uM: NG►v'1) i' � t ,, _. . /� drainage easement -� w DISTRIBUTION LINES FROM THE DISTRIBUTION BOX \ t ,� / � SEPTIC TANK,SHALL HAVE A MINIMUM COVER OF 9 THE L AL U 14,ri SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING �* C. basin « THE DISTRIBUTION BOX TO 1HE HEIGHT OF THE DISTRIBUTION , THREE 20 MANHOLES WITH READILY REMOVABLE IMPERMEABLE j LINE INVERT. AFTER -ALL LINES HAVE'BEEN SEALED IN PLACE: g• �� GONERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS . •7 � , INVERT ADJUS11.tENTS.SHALL $t MADE .BY FILLING iMTN DURABLE y / PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND ca 14,Z8 / AND-NON-DEFORMABLE MATERIAL' PERMANENTLY FASTEND TO THE OUTLET TEES. THE S UNTIL ALL INVERTS ARE OF LINE OR RECONSTRUCTING . LINE THE OUTLET TEE SHALL BE EQUIPPED W1 H GAS BAFFLE / EQUAL ELEVATION. � o , . act r L-150.01" \ 4 drainage easement---� / I 7 _ ed S p8 \ , \ a 1 �•- 45,356 - . ............. IT 9 •,.:W Np a, t .....,....w_.... w q .......... .....:...... .t n Of �. Proposed 98 3 Bedroom REFERENCE MAP: SOS. OBSERVATION DATA: < �Z, ` _ - t Dwelling CAPE COD 1 _ t WATER TABLE CONTOURS �, ......... T (rYeD-,'' '� PROPOSED S.A.S. 23' AND , �.',,,,. '� ----__- ^i 7� • a PUBLIC WATER SUPPLY ,..,,. "�� - S00% TEST DATE - a \ EE3°t t'�`� WIELUiEAD PROTECTtON AREAS """� •' EXPANSION SOIL EVALUATOR ... ___` lot �` - ,. �! wAtER aEsous aPt �6g• GALLON _ 4. 3 B.O.H. AGENT `lam tL 1�►+y�.�- G coo" oMt PRECAST 9` } ~~`` �`�r TANK D/BOX r EXCAVATOR AI -4%-T t ` PERC/RATE G. M • e"� _ '„ \ ZONING DISTRICT RF Zs [., t�i,O OVERLAY'DISTRICT AP rmt„ tS.o o ` ASSESSORS MAP 136 PARCEL 9{...5b•003 10'�{n.. `� j, {f SL OAR. •4io t1 MINIMUM YARD SETBACKS: 3.5 ..go- "`�•.., ' L 5 � k oy 24 t:•5 "$ � �4. 1aC �. G fit` '\ FRC>l+IT 30' REAR-15' _ .. _ - SUBDIViSiON.-PLAN REFERENCL- 9 11 s .x•tp t �a �'� \ I30pIC 534 :PAGE 55 , f O) t fit..!a O -11Aista Cif »} i 1 q {U1. .S � / 164 , let,.{,p I T S IP L A IST O F' L A N D I N sTIr �1 BARNS TABI,E, MASSAGHT.JSETTS GRAPHIC SCALE r t+im 37 Prepared For . r 20' d ,� °° � `, w 9� ° tr R Y O 1 T C O N T R "C_.T C T I O N �jA OF depicting the proposed dwelling an lot 3 Briar Lane scale: as shown date: September 15, 1998 1 jiich w: 20 ft- e� �1 ll� a'VlLI,lA "w {.IFEBERNIA^d fi' % - Prepared By: PLAN VIEW �?"�r��f ST F F k Stephen J. Doyle and Associates +kA� 42 Canterbury Lane, East Falmouth, Massachusetts 02536 Tele hone: 508 540--2534 .1 ---------------- I i II I II I ' I j I II