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HomeMy WebLinkAbout0009 RED OAK LANE - Healthr 9 Red Oak Lane W. Barnstable -- A = 128 020 Nt / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN`OF BARNSTABLE, MASSACHUSETTS 21pplitation for Misposal *pstpm Construction permit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) EXComplete System ❑Individual Components Location Address or Lot No. L v c Owner's Name,Address,and Tel.No. EL12.4BC-TH RC-;aF?r CW Assessor's Map/Parcel ;L SWq a© 3 2 0 sy9w lDkluc- do-j L)C T' Installer' Name,Address, e j(�$ Z'� $$-7"� Designer's Name,Address,and Tel.No. 508 a7-3 7 )1 S c._4tit C Type o�=ing : [ 'f No.of Bedrooms `T Lot Size "i t } sq.ft. Garbage Grinder( ) Other Type of Building I�S l DC-4_)Z"lA-L— No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 440 gpd Design flow provided gpd ` Plan Date *]—9—a o l 5 Number of sheets Revision Date Title 9 RGD d a4*:�- L"& W e5T 5rAPR p, Size of Septic Tank (,5®C-D &+ , Type of S.A.S. 0) .5()o rzn L codatpwo w trek 5� Description of Soil V wt : v;06 p. s ei Z?(4w Nature of Repairs or Alterations(Answer when applicable) U 4 C /S'T 1 1 J(r L,�n �J c5 lG �t'o Mao 0-00g 7 0) 500 Wc LM) lfi 1A_C-, 4 fez D�- ��r��Z'C Su1Z�C�l�CYJC� 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 by�this Board �Healt ed Date r-77 (3 ' IS Application Approved by Date Application Disapproved by Date for the following reasons Permit Noc:�)-o�J �Q Date Issued ------------------------------------------------------------------------- i r k N� s Cp'"` Fee �_► THE COMMONWEALTH OF MASSACHUSETTS Entered m computer: .Y�_ PUBLIC HEALTH DIVISION - TOWW'09' 'ARNSTABLE, MASSACHUSETTS 3t. Application for Disposal *,#stem Coustrnitlon Permit Application for a Permit to Construct( ) Repair(A Upgrade( ) Abandon(.,) Dqcomplete System ❑Individual Components Location Address or Lot No. 9 R400 &6W—W W 03,, Owner's Name,Address,and Tel.No. -~ C LdzABCTt4 RCN FkEW Assessor's Map/Parcel oZ$ f7 oZCJ Installer' �ame,Address,and-Te1 509-471-.S%7-7 Designer's Name,Address,and Tel.No. �v aT3 S.. 03.17 kY t �� �SG GN6IkJEZ-�b� ��G fA VV�� 5 Type o Building: welling No.of Bedrooms `f Lot Size q9,3 S sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 144o gpd Design flow provided c 5 5, gpd Plan Date ']-Q-a101 S Number of sheets Revision Date Title RR) 6M:�. (A4JC- W es( P-�QSTA&.jC Size of Septic Tank (150 o 6r+(, Type of S.A.S. (3) SU'D czx 4 (Q- (T- Description of Soil MM)(y we SAzceb Q?^_ �s ei pc i"l Nature of Repairs or Alterations(Answer when applicable) =((S-rI?JC-r j 71D MaO —t o)< ) Soo Ca u,exj LAr�q t,,cc C14"ag t_: uj imi OF- 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 by this Board of Health. gned Date 7- (3 - IS Application Approved by Date '7h,I hj Application Disapproved by Date for the following reasons Permit Nor 431.)-lo Date Issued -------------------------------------------------------------------------------------- ----------------------- ---------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(x) ` Upgraded( ) Abandoned )by CA(P6-1U(br-- ,tn=-KM.E�5 LUL at 9 1�,� Qj� ,B has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.9�'J,5 t�r°..f dated InstallerQAQl=��( , /.LC,, . Designer Z ��Eai/l`�,-L(1JC-� -Mic- #bedrooms 4 Approved design flow �('� gpd The issuance of thy",permi shall not be construed as a guarantee that the system wil function I design A. Date I f \ Inspector ------------------------------- �------)--_------------------------------------------------------------------------------------------,- � 5 ,--------- No. � —c) t.f/ Fee THE COMMONWEALTH OF MASSACHUSETTS { PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstrm Construction Permit Permission is hereby granted to Construct( ) Repair(�) Upgrade(-(�) Abandon( ) System located at G R� 1)A.IL L.A YJ� \ '�EST C S 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 be comple d within three years of the date of this permit. Date 3 Approved by� m / c %007/22/2015 13:05 5082730367 474110 r. vvii�� � Town of Barnstable Regulatory Services Thomas F.Geiiler,Director • ��.� Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 r - I t2 ZO Date: 7-22'1 _ Sewage Permit# zol'S ).24 Assessors Map/Parcel Installer&Designer Certification Form Designer: SG Ernytt)ee-rtrig , -roc. Installer: Gc�cw;�c1� �,�EerPris�s Address: lti5`1 Crnrbe<<x N��;hw�y Address: 1 5S Cv,rn�rle.rt �'al street C,o--\ 4Jacc4Aom MA 01538 Haslnpee )1A 62GL11 On A'13`l S Capcwiaer &nVerpcise.s was issued a permit to install a date (installer) septic system at 9 g ed 0 ak Lavt @- based on a design drawn by (address) S C En5tnee.cidl�) , Tnc_ dated 9 yol 5=- (designer) I certify that the septic system referenced 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. Stnpout (if required) was inspected and the soils were found satisfactory. 1 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 with State& Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if required) ected and the soils were found satisfactory. - JOHN L. CHU J R.HILL (Inst ler's Sign re) nnL 4100 esigner s Signatur;ARNSTABLE (Affix De g Here) P ASE RETURN TO PUBLIC HEAL D VI ON. CE T)IF)<CATE OF COMPLIANCE WILL NOT BE ISSUED UNT O S FO AS- BUILT CARD ARE RECEIVED BY THE BAMSTAIs]l..E PUBLIC HEALTH DIVISION. THANK YOUa gAoffice formAdesignercenification form.doc I Town of Barnstable P# Department of Regulatory Services Public ]Health Division swxrtarneca r Date MA69. r639.. 200 Main Street,Hyannis MA.02601 rfb AA&'t� Date Scheduled_ ( Ti'me 114 t-1 Fee Pd. Soil Suitability A.ssessmentfor Sewage ,Disposal r Performed By: fcG a l Pm e_n W , E 1_? GSE Witnessed By: i, LOCATION& GENERAL INFORMATION ~ Location Address Cgl R61) OAK (—JAk)G Owner's Name Address 3$ -0 S 6)Q1Y 1)4 ': CO Assessor's Map/Parcel: CAAEDu 6� Engineer's Name NEW CONSTRUCTION REPAIR _ Teleph'one# :5Q0 47�Zb1- 5ob-273-d 3 7 7 Land Use S6151e Juje i /--_� Slopes(96) Z^ S Surface Stones Distances from: Open Water Body ., ft Possible Wet Area ft Drinking Water Well ft i Drainage Way ft Property Line 7 ft Other ft SIMTCH'(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands(n proximity to holes) See— ac(^a l Parent material(geologic) Depth to Bedrock, Depth to Groundwater. Standing Water in Hole: Weeping 15'otn Pit Face Estimated Seasonal High Groundwater 7 132 bs S DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Dice- -V &sertlaiton Depth Observed standing in obs.hole: 71 3 2 lu, Depol to soil mottles: jtt, Depth to weeping from side of obs.hole: in, aroundwater Adjustment Ft. Index Well# — Reading Date: Index Well level Adj,factor Adj.C3rnuttdwater Level PERCOLATION T +'ST spate r2-?/�Time Observation Hole# Time at 9" _ --- Depth of Perc Time at 6" Start Pre-soak Time @ Time(9"-6") End Pre-soak See- SeQ�iG QerMt} �Ja. 06- 32,8 Rate Min./Web Site Suitability Assessment Site Passed YQ-$ Site Failed: Additional Tesdng Needed(YM). Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test 19 to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:ISEPTIC\PERCFORM.DOC 1 ( l DEEPOBSERVATION MOLL LOG Hole# 4 . 2- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistency, eWOravel) o ' L S l�Yr 3�1 - G ' U g LS jd Yr-5/6 _ -s 2-5 Y CK �sacEs OF si 11 cabs l es DEEP 013SERVATION MOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. _Colisistrngy.% av DEEP OBSERVATION DOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Congigtency.%QjAveh DEEP OBSERVATION HOLE LOG hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Flood Insurance Rate Maps 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 the area proposed for the soil absorption system? Yes If not,what is the depth of naturally occurring pervious material? Certification I certify that on "27-9.9 (date)I have 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,expertise and ex r ence described in 310 CMR 15.017. Signature Date Q:\S.EPTICkPERCPORM.DOC Q TOWN OF',BARNSTABLE LOCATION -I � ldAK �- D SEWAGE# t VILLAGE We&T 3AP4.15 d%C- ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.CAM-Wtpu Ci.i"t c0,e&i<e-r LWZ 41 rrrol SEPTIC TANK CAPACITY I 500 L.LOIJ LEACHING FACILITY: e 3)S©e t (size) )L NO.OF BEDROOMS = OWNER GL12Ae3M W#;r1Z&V4 PERMIT DATE: r7 f 3 —(_ COMPLIANCE DATE: -7 ©Z I Separation Distance Between the: ' _ NOM6 Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility eet 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 ,p j'00 feet of leaching facility) L�+ /'t Feet FURNISHED BY &-w-`bc Eyrowda � M� ked opt A—1 - 13 a 14.1 ° A-4 4z.5° 6° CERTIFICATE OF ANALYSIS . .Page: 1 Barnstable County Health Laboratory Report Dated: 09/24/2004 Report Prepared For: Order No.: G0428068 Elizabeth Renfrew 9 Red Oak Lane West Barnstable, MA 02668 i Laboratory ID#: 0428068-01 Description: Water-Pool Sample#: 28068 Sampling Location Gold's Gym Pool Collected: 09/21/2004 Collected by: E Renfrew Received: 09/21/2004 Test Parameters ITEM RESULT UNITS RL MCL Method# Tested LAB: Microbiology E. coli 0 CFU/100 mL 0 0 MF 09/21/2004 Water sample meets the recommended limits for swimming pools for all above tested parameters. Approved By: 4ee79 b Director) 9%2-T RL = Reportin-Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 ��oe"Aay Page: 1 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Dated: 09/24/2004 Report Prepared For: Order No.: G0428069 Elizabeth Renfrew 9 Red Oak Lane West Barnstable, MA 02668 Laboratory ID# 0428069-01 Description: Water-Pool Sample#: 28069 Sampling Location Gold's Gym Pool Collected: 09/21/2004 Collected bv: E Renfrew Received: 09/21/2004 I Pools ' ITEM RESULT UNITS RL MCL Method# Tested I LAB: Microbiology Heterotrophic Plate Count 0 CFU/mL 0 200 Pour Plate 09/21/2004 Pseudomonas spp. 0 CFU/100 mL 0 1 MF 09/21/2004 Total Coliform 0 CFU/100 mL 0 2 303 09/21/2004 i Water sample meets the recommended limits for swimming pools for all above tested parameters. Approved By:--' ( Director) I RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 KAt . CERTIFICATE OF ANALYSIS Page. 1 Barnstable County Health Laboratory Report Prepared For: Report Dated: 2/7/2003 Order Number: G0318808 John Renfrew _ ' 2 MAR 9 Red Oak Lane ® 2 4 West Barnstable, MA 02668 PARCEL ' LoT ' Laboratory ID#: 0318808-01 Description: Water-Drinking Water Sample#: 18808 Sampling Location: 9 Red Oak Lane,West Barnstable Collected 1/31/2003 Collected by: John A.Renf Received 1/31/2003 Routine ITEM RESULT UNITS MCL Method# Tested LAB: IC Lab Nitrates 1.4 mg/L 10 EPA 300.0 1/31/2003 LAB: Metals Copper 0.4 mg/L 1.3 SM 3111B 2/6/2003 Iron <0.1 mg/L 0.3 SM 311113 2/6/2003 Sodium 13 mg/L 20 SM 311113 2/6/2003 LAB: Microbiology Total Coliform Absent P/A Absent 309 1/31/2003 LAB: Physical Chemistry Conductance 109 umobs/cm EPA 120.1 1/31/2003 pH 5.5 pH-units EPA 150.1 1/31/2003 -+ Note: Water sample meets the recommended limits for drinking water of all above tested parameters. Approved By: (Lab Director). Z/7hcr�3 ! ff� f _ ` 6 l s i Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 t \ 3261 Main Street Route 6A Barnstable Village MA 02630 September 25, 1986 Mr. John Kelly Board of Health 617 362 8133 Barnstable Town Hall Hyannis, Ma 02601 Re: Lot 19, Red Oak Lane - West-'Ba'rnstable, MA Our Project #3.1754.00 Dear Mr. Kelly: On September 23, 1986, this office observed the installation of the septic system at the above referenced lot. We observed suitable sandy soils at the location of both septic leach pits and the entire septic system was installed in compliance with our septic design plan dated March 27, 1986, revised September 9, 1986. Very truly yours, BSC/CAPE COD SUR Y CONSULTANTS rrP.R Mich iewicz Manager/Engineering Engineers 2rpm24/mg Surveyors Scientists Architects Landscape Architects Planners Cape Cod Survey Consultants ASSESSOR'S MAP NO. PARCEL /,2 — / LO CAT 10' ' 9 `' ° SEW GE PERMI N0. VILLAGE _ ' Q 1 N S T A L.LER'S NA L ADDRESS. . kENNEDY TRUCKING c:r n• ew __ ._EY n YvUT BARNS T ABLE' MASS. 02668 N U 1 ' L D E R •R DNS DATE - PERMIT ISSUED DAT E COMPLIANCE ISSUED � Z.3 Y me p rt t I THE COMMONWEALTH OF MASSACHUSETTS 64- 9W,0 BOAR® OF HEALTH - 14el '' `` `-gam .1�..--......OF....... ...!.. ................. ------ Appliration for Uhip aa1 Workii Tonotrurtion rantit Application is hereby made for a Permit to Construct N) or Repair ( ) an Individual Sewage Disposal System at: ---------------L0_T.......L.5................................................... .-.- -------.------ ------- ---------..-..---------------------------- Location• dr ss r Lot No. ------------------------------------------------ Ow er ddress a :e........��.---•------ ....................................... ----••----.........••............•....----------- -----.--....... Installer f Address qp Q Type of Building ' Size Lot_�s_.__3YJSq. feet U a Dwelling—No. of Bedroomsxpansion Attic ( ) Garbage Grinder p� Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ............................ . ------- W Design Flow.......... ------_-_---:._-•-_gallons per person per day. Total daily fiegy...........��.�..................alons.r WSeptic Tank—Liquid"capacityI.06gallons Length2..-7.6.._. Width - ./Q_ Diameter................ Depth . x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. \ Seepage Pit No............l------- Diameter..... Depth below inlet_.3A.6... Total leaching area../....sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 0-' Percolation Test Results Performed by.D.oW. .Q.. .....Z.M.61NESO.Wate..tz/? _. _.. 14 Test Pit No. 1......Z.-___minutes per inch Depth of Test Pit_____ ...... Depth to ground water__. ---W.......... (i, Test Pit No. 2................minutes per inch Depth of Test Pit-_______•--_______- Depth to ground water........................ P -•---------------------------•-- , O ?a�.................. .._ A� Descri Description f Soil _ -'_ _6•�.�- ��[_ __ Q.� � " 1_ ............ r?9 ' 1�1 C qq w U Nature of Repairs or Alterations PAns er when applicabl hM � . ..•--•••-• a ull � .. _i2�ic (� d-� '•vi`1t-�fjTt,J�� 'Y 7. �t1f-- ,� CIV Agreement: The undersigned agrees to install the aforedes ribed Individual Sewage Disposal System n or lS.... .. the provisions of iITLI: 5 of the State Sanitary C e— The undersig d further agrees not to 1 c the cyst m m operation until a Certificate of Compliance has bee iss d y e boar health. `a D Sign -- --- .. ---- . --- _.. .•---•--•--•-------------•• .................... .......... Date Application Approved BY �� ................... •------- - -------------••--•-- `.�f ,Dale Application .......... Date Application Disapproved for the following reasons-............................... -----------------•--------------•---------------- .............. ----•-•--•-----....••-•••-----.........•--•._........--•------•.......-• . • ........................................ �� Date Permit No. ..... SQ.. 2 ....------•------- Issued_.------ Z ------------- Date i ........... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Yj .. - .(A,... ....-.. OF....... K- -...:. ........... Apoliratinn for Uigpniia1 Works Tnnitrurtinn Permit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: +�► ............•-- --a..........1. ................................................... ...... ..------....... ........ ......................................... L`lion-a s 4 � ! or Lot No.CT1 ..... ►,�.: ....L.- Sit s ----------------------- ............. ... .���- I QOw�er `'Address W ......... . .. .... d<�....�' •-----.........---•-------•-••---............................ .............. Installer Address ((�� d Type of Building Size Lot. D.... ...!Sq. feet U Dwelling—No. of Bedrooms___... Expansion Attic ( ) Garbage Grinder 04 Other—Type of.,Building ____________________________ No. of persons__-:•_._____-__..___--_-_--- Showers ( ) — Cafeteria ( ) PaOther.fix es ...-••--•---------------•--------......------•-••--...•---•-•--••- • --------------- ............... W /� Design Flow .............. gallons per person per day. Total daily fl t? !! ------------.gallons. � Septic Tank—Liquid capacityjDOOgallons Length.T"tb•r` Width!$j-- 9�iameter................ Depth "�� .� Disposal Trench—No..................... Width.................... Total Length..... Total leaching area....................sq. ft. 3 Seepage Pit No........I........... Diameter--_---1'?- --- Depth below inlet..'?__&_. Total leaching area..Z:51 ..sq. ft. z Other Distribution box ( ) -Dosing tank ( ) '—' Percolation Test Results Performed by. o - EAMate.. ._ .. Test Pit No. I...... ._minutes per inch Depth of Tent Pit____1_`+Ze........ Depth to ground water.__..-__---__ 44 Test Pit No. 2..............._minutes per inch Depth of Test Pit..._.....�°___.__. Depth to ground water_...__..... : .04 y ............ y s r : y O Descri lion f. Soil_. ' _ .1p --!Toy - - % `" =d .... it ROGER (� -.--•6''.��•it�V Y,---$w. f..�-hr[ ...:--•--------------•----...-•-------------------------•--------------------------------......................... ---------PAU W ----•------•............. .............•--••---•----- • MICE R! d !C2 ( ----------- V Nature of Repairs or Alterations—Ans er when applicabl :.__ I•x (,,�a--1!ti¢t -._..•--.••_•-... _ No.31, !L i .�- ... L1� L� '!+' F1Tr /�-_ ?l 1.4 `,5a-t� ------- Agreement: The undersigned agrees to install the aforedes ribed Individual Sewage Disposal System in ac or nc w �` the provisions of�'iT i of the State Sanitary C e—The underfurther agrees not to place t system i operation until a Certificate of Compliance has bee iss d y e bealth. Sign ,...---------• --------- ------ - -•••............... .�._.,., •.� Date Application Approved By..........C_ ;..r. . . ............................... ----------- '`a.� J lb....------. Date Application Disapproved for the following reasons----------------------------- ••••--•••--•••--•-----•--•-----•--••-------------••-•-••-•-----.--- ..---'-------------------------•-----•-••------••----......---...•.•--------••------•--•-•----------....-----•-------•----•--•---•--------------------•-•••----•••-•----------•--•--•-•--•-•--•-------- Date PermitNo..........t,A........................................ Issued-....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................t...`.....................OF.............� ............................. Trrtifiratr of- Tomplianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( Mgr Repaired ( ) by............. ~ 1" '=y»r - ...................... -----------......-----------.........................-•--------------....------------ Installer at.....................:.�4.............................. _------.....%' Ckaas..-----fe-�----------------------•--•--------------------------•----•---•---------------- has been installed in accordance with the provisions of TIT'". j of The State Sanitary Code as descri ed in the application for Disposai Works Construction Permit No------- j" _.":_,`ter.0.... dated----------- _J...!- ' ........ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUF410N SATISFACTORY. DATE.. 1. 4..----"......---'•--•--•-. Inspector--••-------4 s-' THE COMMONWEALTH OF MASSACHUSETTS G ImIN(^ C`A ffkiigTM BOARD OF HEALTH S--t NO.................. . ������� d�r�� �nn� if�•b�n �r�n�� !' r Permission is hereby granted..... I " ----------------••••...--------•---... ............................ to Construct (, o Repair an Individual Sewage Daeposal System :� , Street as shown on the application for Dispo l Works Construction Permit No..�_ �: Dated.__/�.��°���................. �t..\ ,�..r..._...--w �K � �..__-----•------------------•- Board of Health DATE.......1- I---- ? / ........... V41" FORW 1255 HOBBS & WARREN, INC.. PUBLIS�E`RS J 1 Lo'}' 19 APPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS ')CATION �.1e.S"F 5i�e OS�"et'Vi1�e, - VJe.Si• �ar+�5�a��e, �c�0.c� NO. f I.LLAGE ,�nnS•}-a�o�� DATE IZ. ZI 8 "PLICANT �1 G�nc�t-d `r►a,�,Iey � c,lc FEE___ i �) RESS ''1O 'I�o�ih St-t-ems,'} N\.A n►'s TELEPHONE NO. (Non-refundable IIGINEER OOWr1 Ca ' - �e- E-h�C"�• TELEPHONE NO.-,;SGZ 454 ATE SCHEDULED (Applicant' s signature) • • • • • O O O O O 010 • O • O O O O O O O O O • • • O O O • O O O • • • • • • O • • • O • • • • • • • • O O • • • • • • • • • O • U • • • O O • V • • • • • 1 SOIL LOG SIB-DIVISION NAME DATE_�Zl Z% I 8� TIME XPANSION AREA: YES NO _ -C. C)Q+ncLs 'Dowry C(Xpp- ENGINEER ' )WN WATER PRIVATE WELL y BOARD OF HEALTH i D• Spe c,kvvvkrl EXCAVATOR ":ETCH: (Street name, etc• ' dimensions of lot, exact location of test holes and percolation tests, lo.cate wetlands in proximity to test holes ) NOTES : So k well i F\ Go q- '� EN o _j " L oT 19 I --- _Qzz�; i ~�pOS 50, wuo ;d� 11:RCOLATION RATE: -,' 2- m1n. 1h. " ;ST HOLE NO: ELEVATION: TEST HOLE NO: ' 1 tP l25 - 1 2 - E 2 3 SVbSo�I 3 4 -4 DCzoP 'MIN. SEC. 7 7 . e 9 3"- 4of o 9 10 to _ 4„_S„ t , 401, 11 11 '1 -- 5 -� 12 12 13 C10 W a'�'et- -- G+r�cour�•}•erec� 13 14 ' . _ 14 15 15 16 i-- 16 . '1ITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD LEACHING PITS LEACHING: TRENCHES )SUITABLE FOR SUB-SURFACE SEWAGE. REASONS: )TE: rNGINF.F:RING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION '?1GINAL: COMPLETED IN ENTIRETY BY P . I . AND RETURNED TO BOARD OF HEALTH ')PY: RETAINED I3Y APPLICANT T.O.F. EL.= 124.1�± FINISH GRADE OVER D-BOX 120.5'± - PROP.VENT WITH CHARCOAL FILTER TO ABOVE GRADE GENERAL 1�1 E ICJ /� L NOTES O T'ES - FINISH GRADE OVER CHAMBERS 1 19,8' 121.1' l� 9 V f�f-� e V 1 �7 PROVIDE H.D.P.E.RISER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2"DOUBLE WASHED ���` w/COVER TO WITHIN 6" REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE 1• UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION OF F.G. (TYP OF 2) RISER TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE ' 5"DIA.. OUTLET(S) MIN SLOPE 1% BOX TO F.G. (SEE NOTE 19) 2"OF G TO XTI DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. @ FND. EL.= 1 Z3.O± F.G. OVER TANK EL. _ 122.5 ± _ _ STONE OR GEOTEXTILE FILTER FABRIC w_,.. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 20"MIN.ACCESS _ " I ' DESIGN ENGINEER. PLACE RISERS ON ALL COVER(TYP.OF 3) PROPOSED 4" 9 MIN. TOP OF SAS= 1 16.80 CHAMBERS WITH EXISTING ,, 4"PVC TEE 36"MAX. 4.30' MAX " 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER PIPE 1 15.80 SEE NOTE 20 INLIET PIPES TO 6 OF SEWER PIPE � SYSTEM UNLESS OTHERWISE NOTED. v ----�-- f BREAKOUT EL= 1 16.30 FINISHED GRADE m� 6 3 3 9 MIN. L _ 39'± 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN „ 3 DROP MAX „ - ---...- 2"DROP MIN SLOPE PROVIDE WATERTIGHT o o ELEVATION = 116.30' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 1, €; 13„ 4"PVC IN FROM JOINTS P, o a, ,� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" SEPTIC TANK 4"PVC OUT TO O 0 o o O o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. ± • LEACHING FACILITY 00 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM, n OUT 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. CONTRACTOR CONTRACTOR SHALL 1 16.30' MIN. 161. 116.13' 2' o0 SHALL VERIFY SIZE 48 VERIFY CONDITION OF LET TEE 0 0 0 0 00 00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GASH BAFFLE 6"CRUSHED STONE °° �o 0 0o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY oo C� 0 0 0 o _ 0 0 0 o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX 4'0' 8.5'(TYP} - 4'0 4.0' 4.83' 4.0' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 124.00' - ---- ---_-� i TO BE INSTALLED ON A LEVEL STABLE 33.5' �P-) ESTABLISHED ON THE FRONT, RIGHT CORNER OF THE STOOP,AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET EXISTING 1 ,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 113.80' GROUND WATER ELEV= < 108.70 12 83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 3-500 GALLON H-20 CHAMBERS 5'MIN. CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE CHAMBER BER DETAILS TO THE DESIGN ENGINEER. TO*CONTRACTOR WORK TO TIFF ENGINEER E9;IS cL IFFE 15E �'RIOP t� 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. -I-p� �,�WO��i�,� NOTIFY IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE TEST IT DATA 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM PERC NO. 14773 APPROPRIATE AUTHORITY. r:- INSPECTOR: David W.Stanton, IRS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS #9 0 0 �u : ` EVALUATOR: Michael Pimentel, EIT, CS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE V N . THEY SHALL WITHSTAND H-20 LOADING. cZj v Oct. 1999 ��' � �� � ,� 'lam `= k .. C.S.E.APPROVAL DATE: 64/ � 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. >, DATE: June 25,2015 Q t. r ;� t. TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE .w. r MATERIAL IN AREA BENEATH AND FOR 5 FT,ON ALL SIDES OF LEACHING FACILITY. tt ELEV TOP= 120.10' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, MAP 128 WELLa FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). HC-1 LOT 001-W00 / f. ELEV WATER= < 109.10 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN PERC RATE_ "2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. (2) to MAP 128 �a�/ t LOCUS' 1 ,, DEPTH OF PERC= 16. PROPOSED PROJECT IS LOCATED WITHIN: a LOT 20 �` (f) 4, f ( ) 48,351 S.F.± od 4 1 '� +C r � ��t i TEXTURAL CLASS: 1 ASSESSOR'S MAP 128 LOT 20 1CD - �Cn OWNER OF RECORD: ELIZABETH R. RENFREW 'tS�• o o / f r ' 0 120.10 A Lamy Sand ADDRESS: 38 OSPREY DRIVE `` 6„ 10Yr 311 119.60' COTUIT, MA 02635 1 n (n � � a� , FEMA FLOOD ZONE (3) -� a, �. o - ory ` Loamy Sand COMMUNITY PANEL# 25001C0534J v c� Im ) ' B 10Yr 516 o 17. DEED REFERENCE: BOOK 22765, PAGE 117 c -< Q 1 rrn r { 18. PLAN REFERENCE: PLAN BOOK 398 PAGE 64 S`1 0 10 =t r 48" 116.10' ' M1 l4) o -o OG (� 19. A 4"PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A '� DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A l�. Im k.r REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. ?a a Medium Sand- .. 20. IN ACCORDANCE-WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE C APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7): �� � N � 2 5Y 6/6 . (Trace of Silt; 10-15% A 0 WAIVE - OR THE MAXI OVER OVER THE LEACHING TEM. O ti � O (1.) 1 3 ' R(3 00' 4.30') F MUM C SYSTEM. #9 Gravel; Cobbles) EXISTING Benchmark 3-BEDROOM Comer of Stoop o = LOCUS PLAN DWELLING �� Elev., - 124.00 TOF=124.1'± v A rox. M.S.L. SCALE: 1"= 1000' „ LEGEND SWING-TIES SCALE= 1"=20' 132 109.10, DESCRIPTION HCA HC-2 / [ l t No Mottling, Standing or Weeping Observed --EXISTING 1,,00 GALLON SEP iC_#ANK 50x0 EXISTING SPOT GRADE 1 TO BE UTILISED ,N THIS DESIGN �,/ 0 1 - 50 - EXISTING CONTOUR V / °,.v i ° } CO DESIGN DA A CORNER OF STONE(1) 38.7 45.0 J / "' �^ 1 86 328fion file with the Ba s Septic Permit No.Board of 50 PROPOSED SPOT GRADE CORNER OF STONE(2) 42.0' 43.T Health. CORNER OF STONE(3) 73.9' 77.2' NUMBER OF BEDROOMS(ASSESSOR) 3 50 PROPOSED CONTOUR n SLAG / / NUMBER OF BEDROOMS(DESIGN) 4 (per Septic Permit No. 86-328) CORNER OF STONE(4) 72.1 77.9 ELEC EXISTING UNDERGROUND ELECTRIC LINE r / LSA O� / DESIGN FLOW 110 GAUDAY/BEDROOM TEST PIT DATA GAS EXISTING GAS LINE TOTAL DESIGN FLOW 440 GAUDAY i w s / ° PERC NO. 14773 DESIGN FLOW x 200 /° - 880 GAUDAY (�,L W W EXISTING WATER LINE SF W PROP. DISTRIBUTION.BOX j INSPECTOR: David W.Stanton, RS 1 ' / USE EXISTING 1,500 GALLON SEPTIC TANK \1TP; 8 / TEST PIT LOCATION EVALUATOR: Michael Pimentel, EIT, CSE q 120x1' MAP 128 \ C.S.E.APPROVAL DATE: Oct. 1999 / 2015 E:01 EXISTING 1,500 GALLON SEPTIC TANK - / DATE: June 25, LOT 21 9� p d -118 -� INSTALL 3 - 500 GALLON CHAMBERS �W/ STONE PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE i TEST PIT#: 2 LSA �0 = , \ o / SIDEWALL CAPACITY ELEV TOP 119.70 _,. f o h�O ) ( / O PROPOSED DISTRIBUTION BOX EXISTING LEACHING ICI; i O BE � � 0 �• i (LENGTH + WIDTH) (2 SIDES) (2 HIGH 0.74 GPDIS.Fi.) = GAUDAY ELEV WATER= < 108.70' PUMPED & FILLED V'�617-1, CLEAN F O = / (33.5'+ 12.83')(2) (2') (0.74 GPD/S.F.) - 1137.1 GAUDAY PERC RATE = O PROPOSED 500 GALLON H-20 LEACHING CHAMBER COARSE SAND AND ABANDONED (1`eP') BOTTOM CAPACITY DEPTH OF PERC- s�J�' (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY PROPOSED 3-500 GALLON TP 2 \ QP TEXTURAL CLASS: 1 H-20 LEACHING CHAMBERS 119x7' (33.5 x 1283) (0.74 GPD/S.F.) = 318.1 GAUDAY O WITH AGGREGATE \ LSA �QG PROPOSED 4" PVC VENT PIPE; �" TOTALS: o" 119.70' REV. DATE BY APP'D. DESCRIPTION 1 EXACT LOCATION PER OWNER jr'p\ / TOTAL NUMBER OF CHAMBERS 3 q Loamy Sind PROPOSED S E PT C SYSTEM U PG 1Z/-�D E 10Yr 3/1 OJ�1 TOTAL LEACHING AREA 615.1 SQ.FT. 6" 119.20" , TOTAL LEACHING CAPACITY 455.2 GALJDAY PREPARED FOR: B Loamy oY�5/ d CAPEWIDE ENTERPRISES 160, 48" 115.70' LOCATED AT 128 S\ Q� 9 RED OAK LANE WEST BARNSTABLE, MA NOTES: _ Medium Sand 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH C 2.5Y 6/6 SCALE: 1 INCH = 20 FT. DATE: DULY 9,2015 (Trace of Silt;10-15% ESN OF MRS 0 10 20 40 80 FEET SEPTIC SYSTEM COMPONENT. � ---�-•- __� --_ 150, Gravel; Cobbles) ���P sgcy 2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE MqpME ®FF � JONN L G�� PREPARED BY: /28 ��l RESERVED FOR BOARD OF HEALTH USE � CHURCHILL JR, n PROPOSED LEACHING SYSTEM TO ENSURE CONSISTENCY WITH TEST PIT DATA �'o \ CIVIL / JC ENGINEERING' INC. SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF nlo.4 a7 2854 CRANBERRY HIGHWAY Q- A� �G' T EAST WAREHAM, MA 02538 SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. 3). ENTIRE PROPERTY IS LOCATED OUTSIDE THE LIMITS OF A DEP APPROVED ZONE 2 SITE PLAN S AND ESTUARINE WATERSHEDS. PROPERTY IS LOCATED WITHIN THE GROUNDWATER 132" 108.70' 508.273.0377 No Mottling, Standing or Weeping Observed Drawn By: BSM Designed By:MCP Checked By-JLC JOB No. 3145 PROTECTION OVERLAY DISTRICT. SCALE: 1"=20' -.�_ _ _ _ - 0,n)tC A TESS NIC)" z. NOT TO SCALE NOT TO SOALE ;, OKIA' RE' 'tc K lET/\lL-. -TEST,- PIT,l:,, TAN DISTRIBUTION BOX DETAIL PEPC. OT TO SCALE TEST. GROUNDWATUR LOAPA B SEED OR,OWEMENT ",ANHOLE*COVcR BROUGHT TO FINISH GRADEI t? et UJO-Es: I SEPTIC TANK SMALL BE STEEL, 4. INLET AND OUTLET TEES TO BE �CAST Ih'ON OR No. OF OUTLETS: SCHED. 40 PVC, TEES TO BE CENTERED UNDER INFORccr, CI)IS�CRIt'41*E. R r TP TP TP A.W. Tp., NOTESi W4NPOLE COVER. -2 PTIC TANK TO \M GRM`Ef,;_q 5; ' - .— . - GRD. EL. ITHSTAND H-10 LOACIV C I. DIST. BOX TO WITHSTAND M-10 LOADING '2"�IN.OF GRD. EL GIRD. EL. r IMUSS UNDc-P. FAVEMENT, DRiVES OP 11213 UNLESS UNDER PAVEMENT, DRIVES OR GW. EL*. G,N. EL.— GW. EL. ' WAS�, FILI TO MI.N. TRNVELED WAY3,*!IJr_RrIN H-20 LOADING -LED WAYS WHEREIN H ED, TRAVE, -20 LOADING POECAST STONE SHALL APPLY SHALL APPLY.� _'DIST I b p 3. ALL PIPE CONNECIIONS:AND C04"-)CRETE 111A?14�GLC COVER 2. PROVIDE INLET TEE OR BAFFLE W14ERE SLOPE OF: T BROUGHT TO Fi"ISH GRADE BOX CONSTRUCTION TO BE, WATERTIGHT, VC tNLET; PIPt: INLET PIPE EXCEEDS o.oeFT/FT OR IN No T­TO'4 '-,GENER.AL NOTES: 3. FIRST TWO FEET OF PIPE :OOT OF, LEAI�,HING PI -T 14 L 1-0 SYSTEM. I I PUMPZ SU13 S 0 1 L r1w, WITHSTAND H�10 LOADING A .. ' rOF fESIGN A rf) DIST i (*OVER A BOX TOPE LAID LEVEL. U T PLAN VIEW uj 14S-RU(�TION OF-THE SEAft,(E� CO PAVEMENT,DRIVE 09. - 'NLY FAC!I I T Y 0 ;4P NLP_SS LIN D E AST PREC REK�OVEABLE WSP 3/4"TO 1-1/2" C3:,"an Q 0 TRAVELED WAff WREREK _7,!�OROlkt. WAT1 P LEVEL M''ET1400S --- --- 14­2'0 LOADING SHALL APPL�. -HING 2-­ALL CONSTPUCT.ION DOUBLE P IT LEAC W4$HtD 13 cl In c= C7.3 'rj tm c: 'FOR' r MITEPIALS, SHALL-CON M TO'WAS�S IDE D.ElQ-E. TITLE -5 A' CAL 96ARD ND LO Uj OF HEALTH REGO'LATIONS PPOV 'INA e v A .STONE INLET TEE A_ WAT 1 4- A`W 0 FRTIGHT j I no f incs� m jc--) CZ3 �cj 0 a JOINTS(typ) -3. ALL _P, ­Q'MIN -SF Ou7r E WES LOCAt,ED UNDER PAVEMUNT LET �;;o NOTE 2 OR TRAVELLD W LIOUID DEPTV TFIL El in v 3EPTIC �INLET ­4 :R0 ex , , . ­­ I z - J.- AY,, HAL L 6 Et 4"01META I EOUA(.-. 4 ..SCHEDULE 40 OR MIN., (D- ) __BOTT OM ON -A SE CJ 0. DIA. LEVEL S --- BOTTOM ON LEVEL STAKE E TABLE 7 17 BASE CROSS-SECTION N VIEW CROSS-SECTION VIEt PLA �m S A 4 4 z �,,,N40 �WATIER,�, CONSTRUCTION NOTES: -INV VATION ' ;-DATE- DATE:. DATE- -ELE ERT s z TEST BY INVERT ATBUILDfNG T TE T`8Y­ TEST BY.� D U M DdV4 KJI CAP E. E W G' IlNVr_-RT:AT SEPTIC T A NX(In w- ITNESSED BY: '._:,,wvNcssED B - ,WITN ED BY: W r Y. _RT AT SEPTIC T, u d: INIVI �NK(o : 0' k f Art, 2� PERC. RA E:� PERC. RATE; INVERT,�' AT DIS'fa SOX0101' TIt. t. T _PEN EM C RATE M;NJINCH IN,. V111.0 H 4Q -BOX(d 0 ) At, Ul J3_ NV RT P INVERT�, AT, LEACHING T: , J. T t6M :'OF" L t A HING PIT A'4 TU S AV E p%f Ax imbm TON , 0 Ar cs I+ io,Ir V T EVA ER ICAL�- WATER EL M." le? :7- "/ ' GROUNDWATER 06,q.ER'VED ENCH MA K �I�USED N 's ELEVATION 14'V 18 -Vol CA 34 �......................... A �"l q— L DT I 2 + 48 05 Zi nQ s F r e%IGtN, 'CRlTER A: tj I t AC. ---------- cl�3 2 DESIG!N-F-LOV4: -.00, a 3.F.D �0 G.P.8 /D _q.C�_C HDROOMS AT' A 2. 9 - D 7 10-�" i ,ljl�­_�, woe �,w fie v ww- .'�he BSC Group cl REQUIRED SE TIC 'TANK..'. p r - - / "t�\- " , Z, X. 00, GAt.. A A VI) - 1�) - .0-L,- --- TIC TAN% PROVIDED::.= G L W E L L_ 'SEP 0 -0- Z 0 Crpe God Sorvey Cansuftor,"s 0. '0�;,j,4 CA 3 F CILITY REbURED: SIZE ,OF. LEACHIN. A w ry— "prv:,,;r =14-PE r%C. RA I E; _DE eAl-- NO rES -I- J� T_ �4 H _01V, I n_ F.)-( WERE COMPIL E, q fir ERE # mopcR r Y LINES SHOWN D FROM A-A A N ,OttDS COUIVrY R�701, rP Y.OF. ?17 r ME' BA RIVS rA 8L E* 'A -17 AN BOOK 398'PAOt- -64�AND DOES -plmsEN IN PL vorRE _j r. AN"-*' 0 ACTUAL SUPVTY Off.rHEGROUND, 'T T i T L tT: -10JEC 47 PP 9 0 Sr?_E OF LEAC! IG FA 2 Ctfry PROV05D: E S A r WAGE rRAIvslr AND srADIA &Emoa I I � I ­ t. � . � : * : , , , : .�� , , . _",; , T r)1-% SURVEY WAS MADE ON THE D ,6Y IV 2) MIS rOPOGRAPHIC. OROUIV 3) 'tJ 7'IL I r1tS WfRZ l-)?0' L'4' f"A VAIL ABL E' C) S Y 3 T r I REC ORDEO PL A NS OF U rIL r Y COMPA NIES, AND PUBLIC,'AGRI(71ES 0.��4fA'IrE Y. Pit W/ 0 A IVD ONt '-,66_F01?-c DESIGN A1VD 'CONSi*&'l�_'r1ON' J ARE A PIOR N 800 Z _32,�._ 4844 CALL "DIG SAFF' + A IN -AAU co WEST BARNSTABLE i ,orlS P' AN' lu 2000, 0 A 0 7 MASS 4"It! A,' V pow cf PROFESSIONAL -LAND SUAW 0A iz P P F G A LL' w 0 6 C CT DOUGLAS WILLA -1 4 1 50 " W 1�4 4 -A 0 0 qI Z RIE IN,EER-CIP L 'IDAIE ONAL ' fy� 8 6 MARC" R E D OAK - LANE 0 w 09 S c el c Pw 50 FEET WIDE - I V-6,T IE D� A T P C FLAN 'VIEW ' r Z 0 W Ee� R F I E I'Ll, ZT- F� L TAW SCALE: I" = 20 ' E Tla*t K� 7 --ILE t\)�;l 301 RON T F F E_f 0 10 20 40 !�A , 00 R E A:R,� . Ir- El �_T --A _71r J