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HomeMy WebLinkAbout0096 CLIFTON LANE - Health 96 Clifton Lane , Centerville A= 247,7009 , I N SMEAD No.2-153LOR UPC 12534 smead.com • Made in USA OcYcj,oO 0-rc, V64fiffc_J6 . No. .m Fee !l`04 R , THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: e PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS " Z[ppYtcattott for �DtopogaY *pgtem Con.0tructton Permit -' Application for a Permit to Construct O Repair(Jl) Upgrade O Abandon O ❑.Complete System ❑Individual Components Location A ess or Lot No. Ow er's Na Address;and Tel.No. Assessor's Map/Parcel -7 ® 05L4 ax) t S Sag�7��s 'Xo Soy-�G9 4 Installer's Name,Address,and Tel.No. Desi ner's NW,Address and Tel.No. Type of Building: qq� Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder A/10 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) O gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alter a 'ons(Answer when applicable (�J 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 Hea v Sign r' ® ate Application Approved by Date Application Disapproved y: Date for the following reasons Permit No. Date Issued CNo. Fee / , THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: \ PUBLIC HEALTH' DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es I ZIppYtcatiou for Ttgpo dl *pgtem Cougtructtou Permit ' Applicatiorifor a Permit to Construct O Repair(<) Upgrade O Abandon O ❑Complete System ❑Individual Components ! '. Location AVress or Lot No. e��)/j, Owner's Na Address;and Tel.No. Assessor'sMap/Parcel a -^1 4! Q �5y Installer's Name, ddress,and Tel.No 5C)9 7� ���� Designer's N ( —0� LA g awe,Address and Tel.No. i Type of Building:Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder MO I; Other<, Type of Building No.of Persons Showers( ) Cafeteria( ) x Other Fixtures III Design Flow(min.required) 62 A0 gpd Design flow provided gpd Plan Date Number of sheets Revision Date "Size of Septic Tank Type of S.A.S. Des�c`ription of Soil Nature of Repairs or Alterations(Answer when applicable) �FfJ 1CL" OZ Y��(,j 1 C Date last inspected: j 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 Heap. t Sign C., d erlpate f , Application Approved by / Date Application Disapproved y: Date for the following reasons Permit No. Date Issued_ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Voii•e l x Certificate of Compliance THIS IS TO CERTIFY,that the n-site Sewage Disposal System Constructed ( ) Repaired (, ) Upgraded ( ) Abandoned( )by M � — I l�s(�'� C_ i at 9 �0 (f' iC has been constructed in accordance J with the provisions of Title 5 and the for Disposal System Construction Permit No. s� ©� 3 Lt I dated Installer Designer #bedrooms Approved design flow r gpd The issuance of this permit shall/hot be construed as a guarantee that the system in`cttio�n as dS4gne Date T� � � R!Y` Inspector No. !3#1 Fee �00, !! THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS ' Dtgpogal �bpgtem Cow5tructiou Permit Permission is hereby granted to Construct ( ) Repair (�) Upgrade ( Abandon ( ) System located at g(� ���1� \n Law v ci;, i and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions.or special conditions. Provided: Cons ct:ioq must .e completed within three years of the date of thispl . Date � Approved by U - ... i Town-of Barnstable- oF o Regulatory Services - v . . Thomas.R Geiler;Director '. .. �naivsrast�r 9 M"ss Public-HMth:Division plED MAC� Thomas McKean,Director --.200.Main-Street;-Hyannis,MA 02601 Office: 508-862-4644_- _ Fax: 508-790-6304 -Installer&-Designer Certification Form Sewage.Permrt#:- T >3 ` I Assessor's MaplParcel c3`7 Designer: t - Installer: Address: -�CmI Address: c � Cef g_)A On "Z.�l.�� tv= ��C� 1{�Sr'�`�� permit, a was issued a f (date).- (installer) septic system at {:�I C��1- UM. ` used on a design drawn by (address) dated (designer) I.certify that-the septic .system referenced above was.installed-substantially according to the design, which may include:mi o-r._approved changes.such:as lateral relocation.of the distribution box and/or.septic tank: I certify that the septic system_referenced above was-installed-with major changes (i.e...::._ greater than.l0' lateral relocation of the SAS or any vertical relocation of any component ...: of the septic system)-but-in accordance with State 8i Local Regulations. Plan revision or certified.as-built.by designer to follow. - H OF-MAssq ti DAVID (Installer's Signature). R -D. COUGHM . No.I bO - ry �F crsTe��a s�NIT R1P� esigner,s:Signature). (Affix.Design p_Here) PLEASE RETURN. TO BARNSTABLE_-PUBLIC -HEALTH::DIVISION: CERTIFICATE OF. COMPLIANCE Wn L NOT--.BE ISSUED: UNTIL BOTH THIS FORM AND-AS-BUILT CARD ARE. . RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Forma-16=04A6C .: TOWN OF BARNSTABLE LOCATION SEWAGE# 3ql VILLAGE R'S MAP&PARCEL dY7- 9 INSTALLER'S NAME&PHONE NO. &,,, E �b� tTe SaitiaeL 79s �7� SEPTIC TANK CAPACITY A940 LEACHING FACILITY:(type) SW Q1y1,-t1h (size) leSX 13.E� NO.OF BEDROOMS OWNER ;u Ilel- PERMIT DATE: , COMPLIANCE DATE: T 7 07 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 L-aching Facility(if any wetlands exist within 300 feet of leaching facility). feet FURNISHED BY &,J j�•o�a a�7�°r Q-8®i 4-3 r 97 ° 5AS O • e �• �Y O Town of Barns table P# Z(�300 Department of Regulatory Services RARptEMMA : Public Health Division Date Hu st 2oA t63p 200 Main Street,Hyannis MA 02601 /yly Date Scheduled Time Fee Pd. Soil Suitability Assessment for Sewage pisposal Performed By: Witnessed By:T7 by.. Ae � "tJ Location Addres LOCATION& GENERAL INFORMATIQN s / �� C C t o �, Qy Owner's Name Address `T( G h /,Ttvsr Assessor's Map/Parcel: r7/� v'l I Engineer's Name Gi d 61 60glw/a r NEW CONSTRUCTION REPAIR Telephone# Sv C7 004- Land Use /�Pl�1 i a I r Slopes(%) _` Surface Stones Distances from: Open Water Body too ft Possible Wet Area Y6V -t—ft prinking Water Well � ft Drainage Way' S t ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) R GROUNDWATER ADJUSTMENT 'tt ®2 EXISTING GROUNDWATER LEVEL i 1 BASED ON TOWN OF BARNSTABLE 1 1 !! GIS DEPARTMENT RECORDS. 1 1 INDICATED GW 10.00INDEX t ZONE WELL M1W-29 1� f C READING DATE JULY. 2008 j" READING 8.6 ADJUSTMENT 3.9 { 1 ADJUSTED GW 13.9 p � 1 ENE C TpN L <4 t �-IF Z -v Parent material(geologic) Q CV 1 Depth to Bedrock N `D Depth to Groundwater. Standing Water in Hole: i'/1� Weeping from Pit Face Z)Vl e Estimated Seasonal High Groundwater °• "� DETERARNATION FOR SEASONAL HIGH WATER TABLE Method Used: Sew Abo", Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date:. Index Well level , Adl.factor.,�.�.� Adj.flroundwater level- PERCOLATION TEST Date ILL5 Lo Thne i o R n Observation Hole# Time at 9" Depth of Perc Time at 6" Start Pre-soak Time @ V Z� Time(9"-6") h `� End Pre-soak coo34 Rate MinJinch S-V p Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) GIVAj t �(.9riginal Public Health Division Observation Hole Data To Be'Completed on Back----------- Ait'.4WIi!AA'0 �; ***If percolation test is to be conducted within 100' of wetland,you must first notify the. t:Ba`rnsl,,le Conservation Division at least one 1)week prior to beginning. •; t Q:\SEPCICIPERCFORM.DOC t SOIL TEST L O G ATE OF TEST: AUGUST 15. APPROVED SOIL EVALUATOR: DAVID D. COUGHUGHANOWR. u461 WITNESSED BY: DAVID STANTON. HEALTH DEPT—' PERC NUMBER: 12336 NO TEST PIT 1 PAARENOTUNDWATE MAATERIA ENCOUNTE PROGLACA LED OUTWASH PERC AT 60 In — 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL - SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 26.95 0-24 FILL r 24-36 Ap LOAMY SAND 10 YR 3/3 NONE FRIABLE 23.95 36-64 B LOAMY SAND 10 YR 4/6 NONE LOOSE 64-138 C MEDUIM SAND 10 YR 6/4 NONE LOOSE 15.45 NCOUNTETEST PIT 2 POA ENTUMATERIAL:R PROGLACALD OUTWASH PERC -AT BO 1n — 2 MIN/INCH IN C SOILS ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 25.75 0-28 FILL Y 28-36 Ap LOAMY SAND 10 YR 3/3 NONE FRIABLE 36-66 B LOAMY SAND 10 YR 4/6 NONE LOOSE 20.25 +66-136 C MEDUIM SAND 10 YR 6/4 NONE LOOSE 14.42 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o si Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No V, Yes Within 100 year flood boundary No v 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? -._____.__ If not,what is the depth of naturally occurring pervious material? Certification SOU I certify that on S (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consist F� the required training,expertise and pxperience described in 310 CMR 15.0nn17. �o�� pAV10cy� Date �tv� IS, �d� o D Signature " COUGNANOWR `r0 CENS 0 � FVAt�P� Q:\SEPTICVERCFORM.DOC ,�.� .. .. LOCATION R I SEWAGE PERMI NO U EA117 VILLAGE . -rL� � Ale- A & B.;CESSPOOL SERVICE 128 BISHOPS TERRACE, HYANNIS, MA 02601 BUI LR JrER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED / n x, � �i v �� Q � Y � �, ,.�.� +M► �� m-,.t. :� No. -.7'�/..... FEB..$...1..l.•.N....... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH Town.. .......OF.........Barnstable ..... . ...- .... Appliratiun for Uiipuuttl Works Tonutrnr#iun ami# Application is hereby made for a Permit to Construct ( ) or Repair (x ) an Individual Sewage Disposal System at: 26 Clifton Lane_= West_H,yannisport= MA 02672 ......... - .. ... - • ... Location-Address Ra nond_Fuller 96 Clifton Lane, Vest tyannisport, MA 02672 ............. ................••--••-----•••---------..._..._ ....... ......---.....--•---_..... t---•-•--••----•--•• ......................... A & B Cesspool Service,erInc. 128 Bishops Terracedre ft yannis, MA 026M Installer Address Type of Building Size Lot----------------------------Sq. feet V DwellingNo. of Bedrooms..................3_._. .Ex an tic Garbage Grinder Expansion At a — p 2 ( ) ( ) a Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures W Design Flow.............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter_------_----_- Depth................ xDisposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water..--...............----. (s, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water----__......----_.------ �+ -----------------------------------------------•-•.........•••••••-----•--•--•----•-•-•--•----••-••--•...-----.......•---•---•...... 0 Description of Soil..................Sand............................................................................................................................................. W V ------------•---------------------•-------------...-----------------------........---._................-------------------------•-----------•---------......-----------------••---...----•-----•------•- W x ••-•---••------------------------------•-------------------•-------------•-•-•---------•---•-----------•----............................... ........................................................... U Nature of Repairs or Alterations—Answer when applicableinstallt ion___of a___1200 gal . sept is tank, distribution.-box__arrl__a�._1,000___�l.-_pze-cast, stone packed leach �itoverflow) ..._.-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITILj 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board h lth. Signed %� �G� C�'... 8,14.1&!.. - .-----....-1-••• . ApplicationApproved By--- ---------•-------•••------------••--••--------•-•---••--••...............•--------•...---•-• .............81 " ".......... Date Application Disapproved for the following reasons-----------------------------•--------------------------------------------------•-------------------------....-- ----•--•--•-------•----......-- -•-----....... Date Permit No................84- rJ ,� .. Issued_......................Y14/84 Date ........... ....... — THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH •............... ..TOI±1 _........OF.........BaM.A.1 1 Apptiratinn. for Disposal Works Tonstrnrtilan rnmit Application is hereby made for a Permit to Construct ( ) or Repair } an Individual Sewage Disposal System at: 96-Clifton Lane,..West,.Hyannisport jLJK ,-,--02672........................ Location.Address or Lot No. Raymond_Fuller 96 Clf'tc?n Lane, TrJest„H�!artnisport,..lA....02672 Owner Address aA & B Cesspool.Service Inc................................. „128 Bishops„Terrace,... yannis, ?MA 026M Installer Address Type of Building Size Lot................. .........Sq. feet U Dwelling No. of Bedrooms.................3 __ ..Expansion Attic�-+ g— .---------- p ( ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons___..__............._______ Showers ( } — Cafeteria ( ) al Other fixtures --------------------------------------------•--•-----•. W Design Flow............................................gallons per person per day. Total daily flow_..............._.__......._.._....__......gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter-____-__-___-- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ W Test Pit No. 1................minutes per inch Depth of Test Pit.............._..... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ---------------------------------------------------------------------------------------------------•......................................................... DDescription of Soil-----------------Ss.ncL............................................................................................................................................. V ...........................................................----...-•---------------•--•------•----------------------------------••------------------................................................... W M. -------------------------------------------------------------------------------------------------------------------------•--------------•----......................................................... U Nature of Repairs or Alterations—Answer when applicabl l Q2�__Q '._ __ _ti 40_-gs�1,_�-.-.#�pt'.�c__tajak,.. distribution._..ox-.and-- --1j©00-- -],'---pz 'c 8t+--Est°fie-.pa-kgd..10.4,ah._pit...cpverfl,-gO ................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITa 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the �board `-of.health. Signed/l�./1z __�x!_C. f • U / ti . :-- $�1 184 ApplicationApproved By.................................................................................................. ---------- 1142% Date Application Disapproved for the following reasons--------------------------------•----•------------------------•-----------------•--------- --------------•------ ---------•..................•---••-••---......-•--------•-.•-------------•---•-------...•-••--..._...•-•.....-•-•-•-----•----------•-------•--•-----------•----•---•-------------------•-------------•-. Date Permit No--------------- �a ....................... Issued_..................... 84 11 � Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..................Town.............O. ...Barns#.able....................................................... Wntifirtt#r of T-amplianrr THIS IS TO CERTIFY That he Individu 1 ewa e Disposal System constructed ( ) or epaired ) A & B Cesspool Serve ce, �lnc, 2 Biho s Terrace H by -....._ ------•-------------••-•--•-- -------------------•---- --yannis , A 02� -..-.-s.,.............0.2-__..--•••--•-••--•----•-- 96 Clift cn Lane, West Hyannispont;nsjjWer 02672 - Ray Fuller at--•-----•-•---•-------------------------------•-----------------•----------------------•-•- has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as Gri in the \ application for Dis osal Works Construction Permit No.__..lL....___.7'�/.... ........ dated___..--____._____-.7__�_F ------------- THE ISS AN E OF THIS CERTIFICATE SHALL NOT BE C TRUE® AS A GUARANTEE THAT THE SYSTEM 19l11 F TION SATISFACTORY. DATE••••••.••... ;.. ----................................................. Inspector••• •----........................................................................ THE COMMONWEALTH OF MASS CHUSETTS BOARD OF HEALTH ...........Town 0F......Baxnstable 15.00 ................. ---------.....-•---------------------..........----•........ No......................... FEE.........__._........... Disposal Works Tnns#rnrtinn Uprrutit Permission is hereby granted.........A..&..BCass ?_of.Servic. ,...Inc. ... .. --_. ............. . to Constr ct (( ) or,,Repair (X ) an Individual Sewage Dis o al System at No.._99.CTifton.Lane, West Hyannisport,_ .... c'2 72____- Ray Fuller -------------------------------•---............ Street r�., / as shown on the application for Disposal Works Construction Permit No �__ -2/ Dated.._.......B�tIV�8ll ................................ .................•--•---•------•--•--•-------------------------------------•-------------•----........._ Board of Health DATE.............. ------------•----------------------•-•------•--------••---•_.---- FORM 1255 A. M. SULKIN, INC., BOSTON - l OLD TOWN ROAD CONTOURS NOTES EXISTING - - - - - - - 50 EXISTING LEACH PIT IS TO BE PUMPED. N 0 �s,� COLLAPSED AND REMOVED. EXCAVATE P p MINIMAL GRADING PROPOSED ALL ASSOCIATED CONTAMINATED SOILS Q� AND REPLACE WITH CLEAN MEDIUM v w SAND PER TITLE 5. �J�v 0Zr INSTALL A 40 MIL POLYETHYLENE GARBAGE GRINDER ��� LOCUS y -� LINER BETWEEN LEACHING GALLERY o=w IS NOT ALLOWED F-u J a AND FOUNDATION A S SHOWN ON PLAN. 4 F F-<I � rn WITH THIS DESIGN. 01 o Ow< m m m J L7 m 27 28 CENTERVILLE. MA Lri LOCUS MAP w�� J LEACHING GALLERY NOT TO SCALE m=Z ;` i ; Z w fo ° O mm� TP-' ,m SEE DETAIL ON REVERSE W 3 / O a-00� �'� "' r� W wo 26 �a OZ a=~O - J z W oo \ LEGEND J cwn<l" (nJ ,—, W F-Ir �� /�Ie P \ EXISTING U3 = W L Z Ll ?� 1000 GALLON J w w} U _j > J W o 0 25/ O \ SEPTIC TANK . ( \ o <z a r�< 0_p Z \ Mrs a ,� EXISTING a e� m< W < �� o TP-2 a BENCH MARK LEACH PIT \a W2 0 z< N w ® 1 \ �0a PAINT SPOT ON du < = m :`` i w \ BULKHEAD CORNER �E- UTILITY POLE $ u ''""" \ ELEVATION = 27.1B O J W< N ;:::;:::; \ e < J y'"''' '' \(,' \ TEST PIT D-BOX ❑ q \ BARNSTABLE GIS DATUM W o J X N41 ���0� \ DECIDUOUS CONIFEROUS Uj Lu w w< Ln N N L` \ / ,t \ TREE oqo TREE < W— ❑ m N ,L[l O �i 0 \ Q b Iz-M �i2-P 4iZI W N 0 \ O ` 1 \O�/ -7 -NUMBER REFERS TO DIAMETER IN z = O ❑ \ \�v G\ k L \ INCHES. LETTER DENOTES TYPE. U Lu u tr v m �\\ \ (� � \ \ O O \ O-OAK M-MAPLE P-PINE C-CEDAR `` X °i FCD W � 7A UZ J Ul ��J Q 8 \ \\% p 3 ZZ VARIANCE REQUESTED W ti O = N \ / MAY BE GRANTED IMMEDIATELY BY HEALTH AGENT OR HEALTH INSPECTOR. WO ~ Z~ I � \ W L (n O 3 + cD ri L~ \ \ t �iArER 2s 31P1 CMR 15.211(1) - SOIL ABSORPTION w w ° N N LO�T� 20A GATE £,� SYSTEM TO CELLAR WALL. 20 ft MIN 0 N W \ AF. A ==�S S� REQUIRED - VARIANCE TO 1121 ft e w \ t, �2Z SEPARATION REQUESTED. W U < y� 26 /� Z v \ �P P ®� Te SEWAGE DISPOSAL SYSTEM PLAN H z _j 0 0 FDLA N 25 � � � -TO SERVE EXISTING DWELLING Jco< �� FAY FULLER O 0 J �m Q (__) SCALE: 1 in = 20 f t c ��0 EST. OWNER OF RECORD 0 0 `` '—' 20 0 20 40 �, 96 CLIFTON LANE i m - I— X v CD F 1995 ' W �/ tM°FMq j,A 'pass ®- CENTERVILLE. MA nI W 0 10 20 V �t�� SS9 �`� 9c PROPERTY LL O �. � � C 2 tiG �®��I� ADDRESS 0 m .� CO I, ��0� DADVIQ yGJ� oo DAD. s� ASSESSORS MAP 247 PARCEL g 3 N COUGHANOWR COUGHANOWR `o 43 TRIANGLE CIRCLE 0 SANDWICH MA 02563 PLAN BOOK 103 PAGE 75 c� If"D � n � z � No. 1093 J F N N PF �� 'D 'CENS_ 0 rJ�B 364-PJB94 DATE: AUGUST 15. 2006 �J Q lLl N x W I S < F P JOB #E T E-2 9 J 6 PAGE 1 O F 2 VERSION: F-, w S 1 T THIS PLAN-IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM �, DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING 40tl)0- PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS. OWNER SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. r . I DATE OF TEST: AUGUST 15. 2008 I I I I A S D I TEST L O G APPROVED SOIL EVALUATOR: �DAVID D. COUGHANOWR. #461 D E S I G N C A C U / \ T I 0 N S WITNESSED BY: DAVID STANTON, HEALTH DEPT. PERC NUMBER: 12336 DESIGN FLOW: 2 BEDROOMS X 110 GPD = 220 GPD TEST PIT 1 NO GROUNDWATER ENCOUNTERED SEPTIC TANK: 220 GPD X 2 DAYS = 440 GALLONS PARENT MATERIAL: PROGLACIAL OUTWASH USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL PERC AT 60 in - 2 MIN/INCH IN C SOILS CONDITION. IF NOT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) ELEVATION DISTRIBUTION BOX: USE 3 OUTLET D-BOX. DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER(INCHES) HORIZON TEXTURE (MUNSELU MOTTLING SOIL ABSORBTION SYSTEM: THE LEACHING GALLERY DEPICTED BELOW CAN LEACH 26.95 Abot. = ( 25 x 12.83 ) - ( 2.7 + 4 + 7.66 ) = 306.4 sf 0-24 FILL A s d w = ( 22 + 3.5 + 9 + 4.5 + 17 + 5.5 + 9) x 2 = 141 a 24-36 Ap LOAMY SAND 10 YR 3/3 NONE FRIABLE Atot = 447.4 sf 23.95 Vt 0.74 x 447.4 = 331.1 GPD 36-64 B LOAMY SAND 10 YR 4/6 NONE LOOSE USE THE LEACHING GALLERY DEPICTED BELOW. Vt = 331.1 GPD > 220 GPD REQUIRED 64-136 C MEDUIM SAND 10 YR 6/4 NONE LOOSE 15.45 NO TEST PIT 2 PAARENOTUNDWATERMATERIAL: PROGLAC AL OUTWASHNCOUNTERED LEACHING GAL L ER Y PERC AT 60 in - 2 MIN/INCH IN C SOILS USE SHOREY PRECAST 500 GALLON NOT TO LEACHING DRYWELL (H-10 LOADING) SCALE 1000 GALLON SEPTIC TAW ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER DIMENSIONS AND DETAIL NOT TO 25.75 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING CONSTRUCTION DETAIL USE EXISTING H-10 UMT SCALE 0-28 FILL DRYWELL UNIT z sf S T O N / SEPTIC TANK IS TO BE PUMPED DRY 28-36 Ap LOAMY SAND 10 YR 3/3 NONE FRIABLE 3 ft / AT TIME OF INSTALLATION AND IS TO 36-66 B LOAMY SAND 10 YR 4/6 NONE LOOSE 2 2.0 f t 3S m( � �, BE EXAMINED FOR STRUCTURAL ,c INTEGRITY. INSTALL NEW PVC OUTLET 20.25 66-136 C MEDUIM SAND 10 YR 6/4 NONE LOOSE Q41 �t v TEE EOUIPPED WITH A GAS BAFFLE. � m M 14.42 E�::ll CD. W I In`` N TAPER cf 17 Ft AS m/ 4 ft 4 ft o O 00 GROUNDWATER ADJUSTMENT / o � EXISTING GROUNDWATER LEVEL 7.66 4 F 8.5 Ft [6.5 Ft O f t 4 sf, BASED ON TOWN OF BARNSTABLE �f 25.0 FL Ln GIS DEPARTMENT RECORDS. �.1 INDICATED GW 10.00 8 INDEX WELL M1W-29 500 GALLON DRYWELL A ZONE C READING DATE J U L Y. 20 08 DIMENSIONS AND DETAIL INLET OUTLET READING 8.6 USE H-10 UNIT COVER COVER ADJUSTMENT 3.9 INSTALL ONE INSPECTION ADJUSTED GW 13.9 RISER TO WITHIN THREE INCHES OF FINAL GRADE -s 3 IN DROPFLOW LINE -. AND INDICATE LOCATION ON AS-BUILT PLAN BUILDING .: I0 1n 14 TO In D-BOX 48 to NOTES LIQUID LEEVELVEL GAS O� 33 BAFFLE 1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 000a o DODO in 00 moo �o0 0000 2) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM REPAIR AND CHECKED �o�0000c:0 c0 00� FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE FITTED WITH GAS BAFFLE. 0000aoa CROSS SECTION VIEW 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS �g OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). 10211-7 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. CROSS SECTION VIEW SEWAGE �[ DISPOSAL I CV�ICM PLAN I A ICI 5) EXISTING LEACH PIT TO BE PUMPED. COLLAPSED..f AND REMOVED. ~`. 2 in PEASTONE 2 in PEASTONE L '1 L j r SAL SYSTEM EM r LAN 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON, FINES AND DUST,'IN PLACE. - -TO SERVE EXISTING DWELLING 7) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATIQN. OF LOW FLOW- FIXTURES 24in o AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK..' 28 �4,, TO EFFECTIVE 26 FAY FULLER '6 In -1/2 in - OE TH 1-112�,pzAVEL 1n 96 CLIFTON LANE CENTERVILLE, MA 8) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM.. - • - , , `'� i 46 in 58 to 46 1n 9) SEPTIC TANKS SHALL BE INSTALLED LEVEL' AND 'TRUE TO` GRADE ON-"A LEVEL 150 in ECO TECH ENVIRONMENTAL STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH 43 TRIANGLE CIRCLE SANDWICH MA 02563 SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING. INSTALLER MAY SUBSTITUTE AN APPROVED GEOTEXTILE FABRIC IN PLACE OF THE 2 -_PEASTONE LAYER SPECIFIED. ETE-29961 AUGUST 15. 2008 1 12/2