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HomeMy WebLinkAbout0040 CHESTNUT STREET - Health �0 Chestnut Street Hyannis A= 309-055 TOWN OF BARNSTABLE LOCATION i/Ch�/�(1� E MCI SEWAGE# .2-0 13 — No 5 VILLAGE HY4)1f)1', ASSESSOR'S MAP&PARCEL 309 INSTALLER'S NAME&PHONE NOXfaf rcW, = e �►�'(� � � �'Q�- 7J��77 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) �C'. tK) mdb (size) OI,5 X 01g NO..OF BEDROOMS .� OWNER Lee, ancl' �� �c u.; PERMIT DATE: a"l,'l a..0 COMPLIANCE DATE: 3 /� Separation Distance Between the: AV® /120 Safi Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility IC26' 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) r� Feet FURNISHED BY V� rd rid do c6 r No. ?o 13 ®6 S Fee *G U/7�// THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppIitation for 33isposk*_M tern Construction 3pPrmit Application for a Permit to Construct( ) Repair(X) Upgrade( ) Abandon( ) ®Complete System ❑Individual Components Location Address or Lot No. C o 04c-.5"nivT j—, WWIJI Owner's,Name,Address,and Tel.No. LEC r-Z A► er LeAVrm Assessor's Map/Parcel 509 Q C*4 T 5t411oWLXK Installer's Name,Address,and Tel.No. 56$-477•-$977 Designer's Name,Address,and Tel.No.SOg-47 3 -037-7 CAVC=C043>C: &1UTMN(Sc3 (,c,c ?c TUC- 'lope of Building: Dwelling No.of Bedrooms ,3 Lot Size b , sq.ft. Garbage Grinder( ) Other Type of Building ARSLDQk wk_j No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 0, gpd Design flow provided 3 5'5;::2, gpd Plan Date ;�-a.'Z-2L 0 t73 Number of sheets Revision Date Title_ 4-o 1i Crr kyaOl� Size of Septic Tank 11500 GrAtA�Z&J Type of S.A.S. �'O A104s 3{2 Description of Soil b jeb d1)AQ 6 5�- 42 S Gr_ p LAM Nature of Repairs or Alterations(Answer when applicable) rJC%A l 15 00 C VL40 KI S!-Rile 'W l t°IC !in -NeW b-%oK To as �'R�- '�� 14C, 14-xo No j.FEysc� lc) k e=b &&1F1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt Signed Date Z-;LC%l 3 Application Approved by Date 0/27 J Zv i 3 Application Disapproved y Date for the following reasons Permit No. t3l 06y Date Issued 2 (LT /7-1 No. 2a 13 6 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplic tion for 13isposak6p$Igm Construction permit Application for a Permit to Construct Repair(X) Upgrade Abandon Complete System ❑Individual Components ' Location Address or Lot No. 4o 04ES7007 s t+VoW1J1S Owner's Name,Address,and Tel.No. 'i LCG c-ZA t JEr LEFA V rr?r r,,•� Assessor's Map/Parcel 309 105r. Lf Q C*46'STNUT S WqB 006 Installer's Name,Address,and Tel.No..J 4-477-9-$7-7 Designer's Name,Address,and Tel.No.$Og-.N']3 -037-7 t 53�cc��u,�8227E9 (5 c,c..t sEFPEE d SSEQczl� _T tic, „Type of Building: Dwelling No.of Bedrooms 3 Lot Size 9.831 sq.ft. Garbage Grinder( ) Other Type of Building AES(D0_#t6k.., No.of Persons Showers( ) Cafeteria( ) 'i Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 3 S S, gpd Plan Date aZ-aZ C�( Number of sheert�sr Revision Date Title 'i iJ �e�j•[!.1( SY(Z "T' h�71� Size of Septic Tank 1500 GrA41_t.,O1J Type of S.A.S. V AA .3(2 t4�. H 0 io D if a Description of Soil {0.q�'p ! d,JAQSE 54tA u� ���1 S F. ?LOW Nature of Repairs or Alterations(Answer when applicable) N C,W l5 OJ (:-V4�6V S G�T iC 14j c 1 NOW D-bMc To ao 02, 3J2 14(,' 14-Xo ©(Qb(FFuSe S lij 4 R= &&Jr(CZ- 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 Heal . Signed / Date o2 ;X'7 Application Approved by ! Date ZI I Z a 3 Application Disapproved y Date for the following reasons Permit No. Z O 1-3 06 y 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 (�,APCWIDG �NrCR�RIS�S .. at 40 d 14ESTN VT 5-rkEr5 ' HYAW 0(.S has been constructed in accordance 'j with the provisions of Title 5 and the for Disposal System Construction Permit No.Zoil o46_ dated 2�z_F/7_�.,3 Installer �40el2)(D-- 6V7MP/1�� f Designer JC 45Xe—_/7JE�lIJ6r-:W Q. II #bedrooms Approved design flow 3 3a gpd The issuance of this permits all n t be construed as a guarantee that the syst m will fu cQIesled. Date � Inspec -------------------------------------------------------------------------------------------------------------------------------------------- ----------- I� No.Zo 2j D 6 5 1e7 l 00 °O THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposat 6pstem Construction permit Permission is hereby granted to Construct( ) Repair(X ) Upgrade( ) Abandon( ) System located at q V ( 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:qonstruction must be completed within three years of the date of this permit Date L� Z C'7 1 Approved by " Town of Barnstable % Regulatory Services Thomas F. Geller,Director ` Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508.790-6304 Date: 3'I i 3 Sewage Perm it#10 t 3-0 G 5' Assessor's Map/Parcel Installer&Designer Certification Form Designer: SG Installer: GapcWj&_ ell! r freses Address: 2954 c ra berry Address: 15 3 CovryM_,-U VK ST t o%% W e4 6noml t1 A o7,538 So8-273-0377 On 2-2?- Zp 13 ap,:,ta dL� i/ITQ(Prti)�5(data) (installer) was issued a permit to install a septic system at OAO_34naE Skreeh based on a design drawn.by (address) 3 C E,n5tne_e,cc�n5 ,'Sync_ dated fG1ow-1 27, 2a 13 .(designer) V�l 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. Stripout (if required) was inspected and the soils were found satisfactory. I 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. JOHIN L CHURCHILL (Ins ler's Sig re) ML 4190 esigner s SignaturZARNST"LE Aix Deg Isere) P ASE RETURN TO PUBLIC HE DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSU1�'D UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION THANK YOU. y:\oMce formMcsignereertifcation forrn.doe Town of Barnstable P# g' Departiment of Regulatory Services / 1 u ! Public Health Division Date ,r26Y9.", 200 Main Street,Hyannis MA 02601 Date Scheduled Y / Tih e�Xz-© Fee Pd. Soil Suitability .Assessment fog- SqV Disposal Performed By: "Clelt ((,llnE'i(11Qs1 4F Tj r5 e Witnessed'By: LOCATION& GENERAL INFORMATION Location Address 4oes r g-rne� . Owner's Name Lemma Address 4v L�i-,t t- Assessor's Map/Parcel: 3 pet O 7 C Q-'sn.� G 613c'c2erM3 Engineer's Name �� �,}��- $ NEW CONSTRUCTION REPAIR Telephone# —7-7 �� -j-� 50.E-273-d-777 Land Use Ql:y"�tr^r'1!)1- Slopes(%) �11/6 �- Surface Stones �r�ct '�Q�(ic�S Distances from: Open Water Body 1,66 ft Possible Wet Area ?i5 LC ft Drinking Water Well 7 j � ft Drainage Way 'i 0 ft Property Line r O ft Other ft \ SIMETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) sew ak d► Ia4n �a Parent material(geologic) ovs 1T Depth to Bedrock Depth to Groundwater. Standing Water in Hole: �'u° Weeping from Pit Face (2f,t, Estimated Seasonal High Groundwater DETERMINATION FOP,SEASONAL HIGH WATER TABLE Method Used: D ca-Gr-r CAS49 2. RF•t-t Depth Observed standing in obs.hole: ?12.6 v� I4, Dept11 t0 so11 moUles: 7 t�e In. Depth to weeping from side of obs,hole: i ?fu in, Groundwater Adjustment ^. �_._—ft. Index Well# Reading Date: — Index Well level Ad),factor ,- AdJ,Groundwater Level_= PERCOLATION TEST bate Z- 5'(3•tyroe io vci�n Observation I Hole# Time at 9" Depth of Perc _ ��,fofo, r" Time at 6" _ Start Pre-soak Time @ 10'.ioA+yl Time(9"-611) End Pre-soak 10'%'Y Awl Rate Min.flnch G 2 Val PI Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/IV) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1) week prior to beginning. Q;ISEPTICIPERCFORM.DOC r DEEROBSERVATION HOLE LOG Hole# i Depth from Soil Horizon S7il Texture .Soil Color Soil Other Surface(in.) --USDA) (Munsell) Mottling (Structure,Stones;Boulders. o i ten y%'Gravel) tZ ' `b Sit .lu .�t 1p`f� 3lz - DEEP OBSERVATION ROLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,.%Grave DEEP OBSERVATION HOLE LOG Bole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency..%d e DEEP OBSERVATION HOLE LOG Dole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Cositn e Flood Insurance Rate Map: Ahave 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 absorptior_system? ES If not,what is the depth of naturally occurring pervious material? Certification iqR I certify that on CGX- (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 a d ex r nce described in�10 CNM 15.017. Signature Date Q:1S.EPTICTERCFORM.DOC LOCATION SEVIAGE p 1MIT . WO. V.IiLAGE INSTA LLEWS NAME b ADDF, _ES S 0 UILDER OR t7r3ER DATE PECIQIT ISSUED DAT E COMPLIANCE ISSUED ,a �° =�, ��, �� a s� �� � c� _. b ,�� r f THE COMMONWEALTH OF MASSACHUSETTS ..,BOARD OF HEALTH ow >- - -1-D............ J7.)..OF... —6-)(.Z......................... Apfiration for R_qpaaal Works Toustrurtion Vamit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: SV.!1:!rLt........... ................................................................................................... 0"%Loc Z r 'A o Lot No. ..... . .. . ........LaWL.W.M.)-------------------------- ...... . ........................................................ wnb Aldress -—------------------------------------------- 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 04 04 Other fixtures ...................................................................................................................................................... Design Flow............................................gallons per person per day. Total daily flow............................................gallons. Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter..._.._.._...... Depth................ Disposal Trench—No. .................... Width_................... Total Length.__................. Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.._................. Depth below inlet.._................. Total leaching area..................sq. f t. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water.-__................._.. Test Pit No. 2................minutes per inch Depth of Test Pit..............._.... Depth to ground water...................._... ..........I.................................................................................................................... 0 Description of Soil.............. .. ..... .............................................................................................. ............... . ......... ............C.... ........................................ ............... ---------------- --------------------------------------------------------- -------------------7---------- ----------- We V-------------------------------------------- ----------- , ­_,; UA-4----'�- - --- - C71% ""' U Nature of Repairs or Alterations—AnAer when applicable....... izo......P�­ -------------------------................. .............M................................I....................:.................................................­M-M.......................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with, the provisions of TLILTLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has 4,eqp issued by the board oflipalth. Signed.... 4c. . .....P.,I...igned....I Date a6�. A Application Approved By...... f— ..... ..... ....Z4�­......r.......7 Date -------------------- Application Disapproved for the following reasons:-........................... .............................------ ....................................... ....................................................................................i......................................................M.............................M......MM..................... Date PermitNo.....................M----------------------------------- Issued_--.-- .............M............................... Date FEE............................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH -......- . -- ....................................... ` Appliratinn for Uh4posFaf Works Tow3t.rnrtinn ami# Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disposal System at .:..?......_.... - •-- .............................. . - -------------•-••-..........------- --- .. } ` j .....lral � =.....'. L.dS.. .A ..��.......................... ...........:�!(4!5r. _ ... .....Lot_No......•---•--•---- Owner +. Address W + I 1 Installer Address Type of Building Size Lot............................Sq. feet �. Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other— Type of Building ---------------------------- No. of persons............................ Showers Cafeteria a 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 ( ) a Percolation Test Results Performed by --------------- ..................... Date Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 4� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 9 ---•._...---•••..................•....••-•-•-•--••••--••.....-••-•-.........----•---•••-----•--•.......--•---•-•-..........._.........---••.......--•--•... O Description of Soil.....................'.. -: ........... = ' ` -------------------------•--------.......................................... V •----••--••---•--•----•-•-•....:.........••-=s---=--.....;-----------.......----------.-----•----.----.-----------------------------------.------------------------------------------------------ W . UNature of Repairs or Alterations—Answer when applicable......._____________ _ __ ' d ----------------------------•--•-•--•-•----•------•-•-••----••-•----•-•--•-••-•••......------•-••-.............------••-••-••---•-•-•---•---•-•-••-•-•••-•--••-••••••-••--••-••••-••---•--------•••-•••. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITI_ 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. • i i ned - ::....... ----------------• .............-•••-=•--•••••-_................D to Application Approved By. ........ -`_ Da"'_.10.90..---_ Da Application Disapproved for the following reasons:•................... ...._ ........--•---•--•--------•--•--------------------•--------....--•----•---•-----.........------•-•••-----••••••••--•••••••-••-•----•----••---•--•--••-•-•---•--•----•••--•---•-•-----•--••-••-•---.----- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................{.....:........... .OF... ......i.. .......................!...`.................................. y� ,z ZrrtifirFatt of TompfiFanrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by.......... ............. ....__._•...................... .............. . ......_._._._...._......e•-•--_......._....................._ ----- . ....•..........__........._ ..... .,,. j Installer has been installed in accordance with the provisions of T-I= r of e State Sanitary Code as described in ti-, application for Disposal Works Construction Permit No...80"`�_ ........... dated-.................... ........................ THE ISSUANCE OF THIS, CERTIFICATE SHALL NOT BE CONSJRUED AS A GUARANTEE THAT THE SYSTEM WIL FUNCTION SATISFACTORY. r DATE.. V ... •--6df.......................... Inspector.. ..................--........... ............................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .....................................0F. ! . I , , i. No..6-. FEE......:..........L: ... Disposal irrks �nns#r inn rrmit Permission is hereby granted.......... 1 -t--1 1 } 1 f t:I1 !.j..!..................... to Construct ( ) or Repair ( � ) an Individual Sevcrage Disposal System / ;at No. -7f — -j•IL• 1 ,; i r r r / l /, 1� r ! ' / .----•--•--••......•--•-••--..--•..................••............_... ...._.... / Street as shown on the application for Disposal Works Construction No ....................... Dated.......................................... Board ealth DATE.------ , • --•----------------------------------------- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS : t FINISH GRADE OVER D-BOX= 40.8'± 4"SCHEDULE 40 PVC MIN.SLOPE 1 % PROP.VENT WITH CHARCOAL GENERAL NOTES TOP OF FOUNDATION= 42.8± FILTER TO ABOVE GRADE FINISHED GRADE OVER BIODIFFUSERS= 40 80 - 41.23 �- PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2%MIN. WITH COVER OVER INLET 8 INSPECTION PORT WITH FINISH GRADE OVER TANK EL.= RISER TO WITHIN 6"OF FINISHED GRADE `` 1• UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. ACCESS BOX TO WITHIN 3"OF 41.2' METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FOUNDATION = 41.3'± f r 5"DIA. OUTLET(S) CODE AND ANY APPLICABLE LOCAL RULES. 20"MIN.ACCESS "MIN. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER(3 TYP.) 36" " 1 N. " I DESIGN ENGINEER. PROP. SCH. N PROP. SCH.40 36"MAX. SEE NOTE 48M 21 TOP OF SAS/B.O. = 37.23' 3• 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL 40 PVC PIPE PVC PIPE I SYSTEM UNLESS OTHERWISE NOTED. 2"DROP MIN. EXIST.sEweRRI��€. "__ MIN.SLOPE ,% 6" 3" 3"DROP MAX. 3° 9" L-32'± PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN MIN.SLOPE @ 1% JOINTS(TYP.) ELEVATION=37.23' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS, UNLESS A 10" 4"PVC IN FROM 1. 3' " 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF * ' 14" -7 SEPTIC TANK 4"PVC OUT TO (IYP.) 1 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. ®.7M 39.00 0. 0 10.75 (TYP) HING FACILITY + CLEAN SAND 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. " OUTLET TEE 37.07' lii[ER 36,90' 36.80" 35.90' (Iald flat) 2.875'(34.5" 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 39.25 48 5.O1 (NP•) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE CRUSHED STONE (TYp•) 5'MIN. 11.5' FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION.SYSTEM IS MECHANICALLY RE YD NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 12.0'TO FND COMPACTED BASE AND DESIGN ENGINEER. 5 25.0' 6"CRUSHED STONE OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 42.00, TO BE INSTALLED ON A LEVEL STABLE ESTABLISHED ON A CHISELED SQUARE IN CONCRETE STEPS AS SHOWN ON PLAN. OVER MECHANICALLY GROUND WATER ELEV.= < 30.50' BIODIFFUSERS (END VIEW) COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. BIODIFFUSERS PROFILE PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK (PROFILE) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10�'-r" WIDTH 5 _ DEPTH 5'- " (Dimensions per Wiggin CROSS SECTION VIEW (BY INFILTRATOR SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES SEPTIC TANK PROFILE Precast Corp.,Pocasset,MA) CONTRACTOR TO VERIFY T DISTRIBUTION BOX DETAIL ARC 36HC (#3616BD) BIODIFFUSERS (H-20) TO THE DESIGN ENGINEER. THIS ELEVATION 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. &REPORT TO ENGINEER IF DIFFERENT NOT TO SCALE NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TEST PIT ;DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM " APPROPRIATE AUTHORITY. PERC NO. 13877 INSPECTOR: Donald Desmarais, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS .' EVALUATOR: Michael Pimentel, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. r C.S.E.APPROVAL DATE: Oct. 1999 February 25, 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. PIT#: 2013 DATE: rY MAP 309 � . x TEST 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE p x 1 ;� s � � h. _ MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. PARCEL 61 ;;; ;o09 *P r ELEV TOP 41.00 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, MAP 309 ZONE 2 ELEV WATER= <30.50' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). PARCEL 60 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN � PERC RATE <2 min./inch� � � � _ rn r. t � "� �� SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. ti - w �� x _ FENCE TYP DEPTH OF PERC= <: ;48 -66 � - ) MAP 3O9 s { , � � ,, �� ' � r 16. PROPOSED PROJECT IS LOCATED WITHIN: a x ` XX- X X X-X- o _X X` PARCEL 59r � ,' TEXTURAL CLASS: 1 ASSESSOR'S MAP 309 PARCEL 55 - - , - xx Z2 4 C ' ri O � OWNER OF RECORD: LEE I. &JANET L. LEAVITT p I `� X XXX g;son ADDRESS: 40 CHESTNUT STREET Z HYANNIS,MA 02601 Fill 12" 40.00' a x 1 n � N x , �: LOCUS ` _ FEMA FLOOD ZONE C Silt Loam COMMUNITY PANEL# 250001 0005 C 0 0 '< \ \ , ' GARAGE PROPOSED 1,500 / K B 10Yr 3/2 MAP 309 co GALLON SEPTIC TANK k @ � / #� -� , � , �� � � 17. DEED REFERENCE: BOOK 5924, PAGE 98 PARCEL 54 x o ' ham " 3 , xX�`--k-X X X k- / r• / � Pe c8 7.00 • PLAN REFERENCES: 18 ! X-XX-- x '� t ,,,N y p' ,� PLAN BOOK 43, PAGE 79 X X- ,� / XX-X X XX-- - �` 66 35.50 PLAN BOOK 14, PAGE 41 x X X . ._,�. .- µ �4 �-��,� _. �:�� �`" � _. .��. _ 19. ALL DISTURBED AREAS SHALL RESTORED T ICONDITION._ f X ., x :.. ,. , , .� . ., w, ,.:,� a:. ,q ,, : Med arse Sand. E H L BE O O ORIGINAL _ x X _ . ., ,. � ,> _.. , ,. . .gin. ...• 5 6 I 2 .. . x. ._ ,: r. 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY bs. `2c % � � r , (Loose) x 41 1 x 3 4 n FOR SEPTIC SYSTEM UPGRADE, JC ENGINEERING WILL NOT ASSUME ANY LIABILITY x ( x LP ' FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. .x 10 OAK(3) '�1 _.._ r PROPOSED - EXIST. LEACHING PIT TO BE DISTRIBUTION BOX PUMPED AND FILLED WITH 21. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE '� �` x � \� x CLEAN COARSE SAND LOCUS PLAN APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7): PROP. TOTAL 20 ARC 36HC P x (1.) A 1.00'WAIVER(3.00'-4.00')FOR THE MAXIMUM COVER OVER THE LEACHING SYSTEM. (#3616BD) H-20 BIODIFFUSERS � r � (2) x 1 ,� (3) SCALE: 1"= 1000' (6) \ EXIST. CESSPOOL TO BE PUMPED 126" 30.50' IN A FIELD CONFIGURATION 1 AID REMOVED ACCORDING TO No Standing,Weeping, or Mottling Observed X XX-X X Q x x N �� ( ) PATIO X TITLE 5 GUIDELINES 7 GA xt--�, x TEST PIT DATA LEGEND DESIGN DATA Q trk'X (I PERC NO. 13877 INSPECTOR: Donald Desmarais, R.S. 50xO EXISTING SPOT GRADE #50 / Q' ( X ,t NUMBER OF BEDROOMS (EXISTING) 3 EXISTING TP 1 � I I EVALUATOR: Michael Pimentel E.I.T. __ ( - 50 - -- EXISTING CONTOUR NUMBER OF BEDROOMS DESIGN 3 41x0'/ 1 BH PR. C/O DECK x (DESIGN) C.S.E.APPROVAL DATE: Oct. 1999 DWELLING N Z v I DESIGN FLOW 110 GAUDAY/BEDROOM 50 PROPOSED CONTOUR TP 2 / / \ DATE: February 25,2013 -�- 41x0 `t HC-2 _X X X x TOTAL DESIGN FLOW 330 GAUDAY TEST PIT#: 2 ❑/H/W EXISTING OVERHEAD UTILITIES > `r MAP 309 DESIGN FLOW X 200 % = 660 GAUDAY } o J HCA ELEV TOP= 41.00' GAS EXISTING GAS LINE 24.2' p PARCEL 56 USE PROPOSED 1,500 GALLON SEPTIC TANK 15.0' �'�® ELEV WATER I °� EXISTING I W EXISTING WATER LINE PROPOSED VENT PIPE; I (4) 21.7' Q PERC RATE_ EXACT LOCATION PER OWNER 11.5�" '- (5) 3-BEDROOM in TEST PIT LOCATION x ` DWELLING o DEPTH OF PERC= PROPOSED INSPECTION '1� 24"OAK TOF=�2.8'± o INSTALL 20 -ARC36 HC (#3616BD) BIODIFFUSERS (H-20) v, ( TEXTURAL CLASS: 1 O O O PROPOSED 1,500 GALLON SEPTIC TANK PORT WITH ACCESS BOX " HC-3 co TO GRADE (TYP OF 2) i 1 Benchmark SYSTEM CAPACITY j I Chiseled Square O (TOTAL L.F.OF BIOS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD 0 PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE Elev. =42.00, �, " 41,00' Approx. M.S.L. ; SHRUB (TYP) 1 (100.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 355.2 GAL. LEACHING/DAY Fill Q PROPOSED DISTRIBUTION BOX f I 12" 40.00' ! �I� £ TOTALS: t 0 PROPOSED ARC 36HC(#3616BD)BIODIFFUSER(H-20) MAP 309 Silt Loam o TOTAL NUMBER OF BIODIFFUSERS: 20 B 10Yr 3/2 -X-X-X SHRUB (TYP) �� PARCEL 55 TOTAL NUMBER OF COUPLINGS: 0 oLZ Y 8,831 S.F.t TOTAL LEACHING AREA: 480.0 48" 37.00' d Q TOTAL LEACHING CAPACITY: 355.2 REV. DATE BY APP'D. DESCRIPTION PROPOSED SEPTIC SYSTEM UPGRADE GAS TOP OFC NC. CURB o`,�1 Gas- GAS S83°22'45" _ _ E NOTE: } PREPARED FOR: _ _ _ Med.-Coarse`Sand EDGE OF---P_ l BIT. SIDEWALK 82.91' I� AVEMENT`\ EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE C 2.5Y 6/6 CAPEWIDE ENTERPRISES oI� -4 - i -' DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER (Loose); �' "MODIFIED APPROVAL FOR GENERAL USE ISSUED TO INFILTRATOR CHEST SYSTEMS, INC., DATE OF ISSUANCE OCTOBER 3,2003(LAST MODIFIED LOCATED AT NUT TREET MARCH 14, 2012). TRANSMITTAL NUMBER=X235253. (40'WIDE'LAYOUT) SWING-TIES 40 CHESTNUT STREET �oI HYANNIS, MA 02601 DESCRIPTION HCA HC-2 HC-3 " SCALE: 1 INCH = 10 FT. DATE: FEBRUARY 27,2013 SEPTIC COVER IN (1) 26.9' 22.8' -- No Standing, or Mottlin Observed o s �0 20 ao FEET NOTES: SEPTIC COVER OUT(2) 32.6' 20.5' -- gg ��P�S"of Mgss� s�� cyG PREPARED BY: 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM BIODIFFUSER CORNER(3) -- 34.5' 46.6' RESERVED FOR BOARD OF HEALTH USE JOHN L. s� JC ENGINEERING, INC. CHUR ILL JR. COMPONENT. BIODIFFUSER CORNER(4) - 36.0' 34.1' 4 IL 2854 CRANBERRY HIGHWAY 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING ._ - EAST WAREHAM MA 02538 BIODIFFUSER CORNER(5) 26.0' 23.1' FG1 ' SYSTEM TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO SITE PLAN , E 508.273.0377 SCALE: 1"= 10' ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. BIODIFFUSER CORNER(6) -- 23.8' 39.2' Drawn By: BSM Designed By:MCP Checked By:JLC JOB No. 2388