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HomeMy WebLinkAbout0490 FLINT STREET - Health 490 Flint Street A = 101 — Marstons Mills 40 i I Ilj �f TOWN OF BARNSTABLE LOCATION �PCI O �� i vaT �-ErNy+ SEWAGE# ?-C/t 3 VILLAGE//,,,,,-/, ��Sf�� ASSESSOR'S MAP&PARCEL I D INSTALLER'S NAME&PHONE NO. i 5 LLC. SEPTIC TANK CAPACITY /CAM LEACHING FACILITY:(type),� (Jr (size) J 5 0 X III - NO.OF BEDROOMS OWNER Zil.) ,r?t, P -A /fC06do T Qbe�r Let✓de✓' PERMIT DATE: !o~2,1 Z-CJ c COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facilit3�r� H n!:"'t 1;C Feet Private Water Supply Well and Leaching Facility(If any wells exist on ` site or within 200 feet of leaching facility) f f I Feet Edge of Wetland and Leaching Facility(If any wetlands exist within / 300 feet of leaching facility()- L " Feet FURNISHED BY L�C�r :�`� �nkP';3 LLt O r �5 ri 0 rn 01 No. fS Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in co puter:�s Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[pplitation for disposal *pstrm ConstCurtion 3permit Application for a Permit to Construct( ) Repair(,V Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. hLt&j-r s78?e;-r Owner's Name,Address,and Tel.No. M C-'UG;rJ GT + R 031 OIZtVU�� Assessor's Map/Parcel ;I ©i 1 ;Z q („If,it -6 11 A l L,(:, Installer's Name,Address,and Tel.No. So?,-`17-1 --�g-1`� Designer's Name,Address,and Tel.No.508.-a73--®3'1 7 aAP&-oc Dc kIs� Lk-L zc_ EW raj E_� � �Z C,0 C a C C Type of Building: 2 Dwelling No.of Bedrooms J Lot Size 15(023 0�-- sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 C7 gpd Design flow provided 3491 gpd Plan Date l 0 -1-1 o�1 Number of sheets Revision Date Title "D E Ll1J I S7 MAP_Sm S M 1 LLLS Size of Septic Tank 11000 Type of S.A.S. SD® C-I2-L 464etki 0*166t5 Description of Soil Cd A"75 (2007`�3 S5 j� Nature of Repairs or Alterations(Answer when applicable) 0,5E igU �T(P& [060 �(�(� 56P TIC �7t+"1 i �V 0-_- _J D "BOX 1'D a .S_b a 6e4kjL OiJ �F�a�L. C6lti¢uc41 rX S 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. Sle-e-diA Date 10 -3-1 - 21-013 Application Approved by r Date - � 2 Application Disapproved by Date for the following reasons Permit No. c) 6 Date Issued lo- -2/ —/ No. 2 G O �� `' +-�x,.= Fee-y' //Ch THE COMMONWEALTH OF MASSACHUSETTS Entered in co puler: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application for -Misposal Opstem (Construction permit Application for a Permit to Construct( ) Repair 90 Upgrade( ) Abandon( ) ❑Complete System MIndividual Components Location Address or Lot No. "h I0 P Lt&JT —rP_tA_-' Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 1 6 1 G.i C_ Installer's Name,Address,and Tel.No. 50la_+1-7.-:8J-1"I Designer's Name,Address,and Tel.No.50$-;73-031 I �2U�LJ(Gc.*1- a <E�li:ItJ�?1b�J�, J Type of Building: f Dwelling No.of Bedrooms 3 Lot Size 0. ., , sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons 1' Showers( ) Cafeteria( ) Other Fixtures = ? Design Flow(min.required) 330 gpd Design flow provided C t� gpd '. Plan Datej ( Z. Number of sheets ( Revision Date ` Title t t'�" e)V t.11yT:61 M AD 5 + J Size of Septic Tank I f o o o Type of S.A.S. Description of Soil ('� _ W Nature of Repairs or Alterations(Answer when applicable) V-Sti. 40a. 'T(pj= 1 an 0 ( U.A CS b-P T K. �r i. Lop -.,. Date last inspectedX Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in .r' `accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of `t Compliance has been issued by this Board of Health. Signe Date I U - 1 - 1013 Application Approved by ( Date Application Disapproved by Date for the following reasons Permit No. 2 rJ / 7 / Q t Date Issued -.2 1 TIC E� COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( �) Upgraded( ) Abandoned( )by C_4 R=0 )1 r)F #L McR4� ''C, (_L C at Gj/) 1 � �/(/� �a� AU I U SS has been constructed in accordance / with the provisions of Title 5 and the for Disposal System Construction Permit No. L dated u -2 f- / 7 Installer ed4ewto< C(iFC LLX Designer :rr C_j&) -per T jq: #bedrooms Approved design flow 'z U gpd The issuance of this permi shall not be construed as a guarantee that the system will fur1l, designed.PDate ) Ins ector •��-$ _ Fee - - THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS disposal 6pstem Construction 3permit Permission is hereby granted to Construct( ) Repair O Upgrade( ) Abandon( ) System located at 44 Q r2 1~L t y-T . TSIM�1�����1�.� 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 must be c mpleted within three years of the date of this permit. 1 Date o (� �� Approved by r 4✓ v� � {■ Town of Barnstable Regulatory Services Thomas F.Ceiler,Director MABfi. AN, r Public Health Division so ►�� Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office! 508-862-4644 Fax: 508-790-6304 Date: 10 23-13 Sewage Permit# -2-4113- `/v Assessor's Map/Parcel (o 1 12 Installer Designer Certification Form. Designer: SC Enccpec.ccfn< , 'TOG. InstaUer• Goeew"'ck- e.1FeCerrszs Address: l95`t Cca,n*Crry 1A.k1nVw Address: i> 3 Co.m—Y—cel 57- Eae1 Wardnom, t1 A o253 g f'rl+�S�.�2 e 1M4 O 2(ayc3 6ob-2-73-0377 On 10 - 2 t Z o f 3 C � C��c F �r,z was issued a permit to install a (date) (installer)P septic system at `ft Flank- 54re4k based on a design drawn by (address) C En5z0e.uC115 ,_Zhc- dated 6c4-0bGr 1", 2013 4 (designer) f 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. 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. , CHtM OF JOHN L. URCHILL (1 ler's Si gnat e) ML m 4180 . s esigner s Signature (Affix De gn Here) P ASE RETURN TO ARNSTAIBLE PUBLIC DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE SSUED BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTA)S E PUBLIC HEALTH DIVISION THANK YOU. q:\offico form Wesignercertification f'otm.doc Town of Barnstable P# Department of Regulatory Services BAMST,v M Public Health Division Date MAM 1639. �� 200 Main Street,Hyannis MA 01 lED MA'I h �✓ Date Schedule4 d Time Fee Pd. Soil Suitability Assessment for Se age 7,, osal Performed By: PeMe,�}�� CL' l GSA Witnessed By: V LOCATION&GENERAL INFORMATION Location Address ��//,, `��� Owner's Name t5(�c"E p ` 6L1,(LL.,5 Address PC�J ,BmC�� ( �� ".M . Assessor's Map/Parcel: I d— Engineer's Name CAO&� L ort,tm NEW CONSTRUCTION REP AIR /Telephone# 502 -1/7'7-'297 :SC- Ealyroeen'n55DS-27 "7 Land Use StnglC .Fermi(y c)we,lF= Slopes(%) K1 Surface Stones Distances from: Open Water Body ft Possible Wet Area _ ft Drinking Water Well — ft Drainage Way ft Property Line /0 ft Other — ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands 3n proximity to holes) See- a++o-(,kcj Plan ? S2 OD Parent material(geologic) fill}Uj a Al Depth to Bedrock Depth to Groundwater. Standing Water in Hole:_ Weeping from Pit Face Estimated Seasonal High Groundwater 7 Z B DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: D tre ck Ooseru c,KbA _ Depth Observed standing in obs.hole: 7 12b In, Depth to soil mottles: in. Depth to weeping from side of obs.hole: — in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor — Adj.Croundwater Level m PERCOLATION TEST Date ��/e�3 Time !I I n Observation I ^ Hole# Time at 9" n c Depth of Perc Q y T Time at 6" Start Pre-soak Time @ �).011 aM 'lime(9"-601) End Pre-soak 1�' 8 4►v1 - Rate Min./Inch Site Suitability Assessment: Site Passed ye 5 Site Failed: Additional Testing Needed(Y/N) N 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:\SEPTIC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# ► +2- Depth from Soil Horizon Soil Texture Sdil Color Soil. Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones;Boulders. Consistency,%Gravel) 3b-6y C- CGS $y'120 C 2 h S 2, S DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistenGravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C i to c 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 Map: Above 500 year flood boundary No_ Yes ._. Within 500 year boundary No Yes Within 100 year flood boundary No.;� Yes ..� . Depth of Naturally Occurrine 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 lo`2 7r f j (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 xperien described in10 CMR 15.017. `i`!%G// Date Signature J�-/b-13 Q:\SEFTICVERCFORM.DOC ;)�cc, a -2 Iq'7ly - LOC&TIOKA SEWo.C,E PERMIT MO. VILLAGE • - - - - - - - - - lWSTIXLLER 5 U&ME ADDRESS —�� BUI DER 5 tJ WE I.\,DDRE SS 7-1 S8 - � t DATE PERMIT ISSUED 'J _;L 7 DATE COMPLIW-ICE ISSUED : 3- d=77 z ffDr��ti �f .3 _ 31 o � No...... -1....... Fu>a....l............�....... THE COMMONWEALTH OF MASSACHUSETTS +q,b BOARD OF -HEALTH e , b . OF....................................... .......................................... tO Appliratiun -fur Dbpuua1 Worko Tomitrurtiuu Vrrutt Application is hereby'made for a Permit to Construct X) or Repair ( } an Individual Sewage Disposal System at: ' .BT*-•J?(5% _EI�'!v_T s 1 r�)T__./!AA570_!v(r1Wh1 F 14 ----------------------------------------------------- Ljoocati!on-Address or Lot No. — lV ..... .`Lb!-_-�.......... ......••._.................... W er Address •--•----���------ . ------ ...... I .............. s�...a.l ..Sr !..�Z Installer Address d Type of Building Size Lot..13�___='__Sq. feet Dwelling—No. of Bedrooms..................--------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) a' Other fixtures ---------------- ---------------- Design Flow..............�_�_-__--___.-_•__._ Mons per et-son per day. Total daily flow-_____•_-_-______-- ® allons. W g g P P P Y Y 0.. --------g WSeptic Tank—Liquid capacity-/Pq-gallons Length---------------- Width_.....-........ Diameter-----..--------- Depth--.-____------- x Disposal Trench—No-_.-_-__•_.-____..--• Width.................... Total Length-------------------- Total leaching area-___.__.____--___-sq. ft. .-_.. Diameter......... . ....... Depth below inlet.......__........... Total leaching area...... ft. � Seepage Pit No.____.__.._.�Q � p g< 1. Z Other Distribution box (X) Dosing tank ( ) aPercolation Test Results Performed by-------------------------------------------------------------------------- Date------------------------------------.-.. Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water--...................... �14 Test Pit No. 2----------------minutes per inch Depth of Test Pit____________________ Depth to ground water-_-----.-------._--.---. 9 ..-•---------------------------------•-•----•-----•----•----••-----•-•-•------------..._.......----•-•----------...------••------•.......... .............. 0 Description of Soil------------------------------------------------•---------------- ---------Test: ����_.. G � � -s� � --� -- - 4 �- r " ------ x ------------------------------------------------------------------------------------------------------------------ -------- ----------•--•-----------•---•--------------- U Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------------------ -------------------------------------------- .........................................................-•-•--•-•-----------------••-•-------•----------------------------------------------------_----- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee- issued by the board of health. Signed-- �t w- ------------------ 7 Application Approved B � � a �" 7� PP PP Y Date Application Disapproved for the following reasons----------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------.....---------•-----•----.....-------------•----....------......------------....---------•------ _. 6 a / , Date ._ Permit NTo........................................•-•-•-----'.__. - Issued.......................................................... Date 0 � No.........=.............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH _.. -....OF...................................................................................... f f ApplirFattuu -fur Uhipo l Mork.6 TotuArurttuat Vrrutft ' N Application is hereby`made for a Permit to Construct (k) or Repair ( } an Individual Sewage IN System at: rr Ia fit!_( ff 51aF✓;� if ..' 5 {.±_ -}h Location Address or Lot No. t er " 1 W . �.. ._.�. ' tf Address drss -- 5 ( I 551 .. f- - Installer 7� Address d Type of Building Size Lot. .u__ _ `?_.= ...Sq. feet Dwelling—No. of Bedrooms.--_---_-.-` '____•-----------------------Expansion Attic ( ) Garbage Grinder ( ) `L4 Other—Type of Building No. of persons, Showers a g -_.----•------------------- _ 1 -- S ( ) — Cafeteria ( ) d f< ` Other fixtures W Design Flow......... (r __-- t:_.gallons per,person per clay:a Total daily"flow__________________;_:.L_ ____.:__... gallons. USeptic T`.nk—Liquid capacitvf K qU_gallons Length---------------- Width--..._-_-.._.- Diameter................ Depth.-_--.-.--.---- x Disposal Trench—No -------------------- Width........._---------- Total Length.................... Total leaching area_--.---__--...____-sq. ft. Seepage Pit No...........f:p------ Diameter........ Depth below inlet.................... Total leaching area.___.._.__._....scl. ft. Z Other Distribution box (X Dosing tank ( ) aPercolation 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 ------------------- ------ ------------------------------------------------------------------------..............................------------------....... ODescription of Soil----------------- .._.....•---••••----••-•----------•---........-----••--•..;-------..}.--------.....---- ......---------------------------------------------- --- ,, - _ a UW -----•-----------------------------•-----------------•----------------------------------------------- -• ---------------• ----­-- --,---------------------•------------------- Nature of Repairs or Alterations—Answer when applicable---------------------------------------------------------------------------_------------------ ----------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------- -------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has beTp issued by the board of health. r r r - -•-------- -- . Signed-- __'. ,={ C'�•-•-- ..... `''.- �._ . .... '=' -, � ,[Date Application Approved B -- ------------------------------------------------------- ------_----------_ --------------- 1-•- `%.---r--------- PP PP Y------�.�----------- Date Application Disapproved for the following reasons:-------•-----•-•--•---------------------- ---------------•--•---------•----•--------------------------.---- -••--•.....••---•----...-•••----••-•......•--•-•••--•--------••••-•--------------•-•-•--•---•-•••••-•••-•-------•---------•----•--•-----•--------••---•-•-----•----•--------------•-------------.----- j 4 Date • _...... .in.." ._ _ Permit No. --------•-•_. Issued Date s THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF...... ............................­.......................................... %Rnfif iratle of f�uutVItttttrr TaIS IS TO CE T. X That the Individual Sewage Disposal System constructed k) or Repaired ( ) bY.......... s. ! _L N. _!e�fvt Ge 3 �d fS/#/ C,'F P f�° l > J1�1 G 5 , Installer I at....... -� r tc�T rS� � ! has been installed in accordance with the provisions of Article XI of The State Sanitary Code as described in the application for Disposal Works Construction Permit No........ ./---------------------------- dated-._1_�.-- -_/. ................. THE ISSUANCE OF THIS CERTIRCATE SHALL. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE ....._ ---•-•-••----•-•---•--•-•.... Inspector---��-:1`72 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH O F �s _ r . afr FEE............. ...... :k �i��><r�tt1 urk�� u�#rur�iuit� rruta� , Permiss}ln is hereby granted.-------- --------------------------------------------------------------•------ to Constr}ne�t or e`,i,ir )f jpxt�vidual S _,q I)*posal Svi�e�rll s atNo............................................................................................................ Street as shown on the application for Disposal Works Construction Permit No.,! ., --------- Dated._.,/ ._-. •.. ' _. .'___._._.. ?- 7 ---- r- t Board of f�ealth DATE-�--------r--------------�------------_-.-_-..---•--------------------- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS y i 1 . i 33 P(� S l 10� . lrJj 6 f YA, a tr C�d h fict G �, OF i F4 4 h' � /gym '� • ! f ' - '-s ROBERT y F P. BUNIKIs Y' No.8420 ;r` CERTIFIED PLOT PLAN{ ,. Lot 1sa M NEW CONSTRUCTION ONLY : in TOP-OF FOUNDATION IS FEET IN ABOVE LOW POINT OF ADJACENT AA9A3TA L XA l ROAD. SCALE: "= 30 ' D ATE LID EDGE ENGINEERING CO.IN I CERTIFY THAT THE��°"� CLIENT rSHOWN ON THIS PLAN 18 >LOCAT ROISTERED REGISTERED JOB NO. ON THE GROUND AS IIDICATEO..._ b> CIVIL I LAND = P CONFORMS TO THE YONIN LA�9 ENGINEER SURVEYOR DR.BY OF BARNSTABL , HA S CH.BY= 33 NO. MAIN ST 712 MAIN ST. SO. YARMOUTH, MASS. HYANNiS, MASS. SHEET OF DATE REG. LAWID $V ` 20 FT. PAIN. - S FT. MIN. ` CONCRETE " MINI,VPITCH E J CLEAN SAND • COVERS _. 1/8PER FT " CONCRETE A 10's COVER } LIQUID LEVEL-7 10��; a AST 2 LAYER 3/811 e OF 1/8 — M1N IPfPY /GG 9 z.T o o , • .�. • • . . e ° ° ° WASHED STONE 1/4 R FT SEPTIC 4NK DIST. ` e °° ° ° • B • • ° I 1 ° ^• , , *' BOX ° , • • EFFECTIVE' ' e 3/4"— 1 1/2" >. . ° e ° 1 • DEFT • e 1 a WASHED STONE ° ° • • . o • • • 1 ° ' e • • ` o • • • 1 PRECAST SEEPAGE ° • • • • • / ° ° PIT OR EQUIV. e INVERT ELEVATIONS 6 FT DIA. INVERT AT BUILDING sG,� FT. 10 FT DIA I C (SEE TABULATION) INLET SEPTIC TANK 95:' FT. GROUND WATER TABLE 1 OUTLET SEPTIC TANK 9S•3 FT. SECTION OF IN T TDISTRIBUTION BOX 9 FT. SEWAGE DISPOSAL SYSTEM _ _DISTRI'BUTION BOX �`r FT. . T SEEPAGE PIT FT. SCALE 1/4" l 0 TABULATION DESIGN CRITERIA DIMENSION A `I' FT. . DIMENSION B ��FT. NUMBER OF BEDROOMS DIMENSION C —FT � GARBAGE DISPOSAL UNIT TOTAL ESTIMATED FLOW GAL./DAY SOIL LOG SOIL TEST .. _NUtrIM OF SEEPAGE PITS Q ELEVATION SIDE LEACHING PER PIT / �� SQ. FT. DATE OF SOIL TEST BOTTOM-'.LEACHING PER PIT � � SQ. FT. � 1c d o ,,, RESULTS WITNESSED BY TOTAL LEACHING AREA 36,6 ,' PERCOLATION RATE MIN/INCH SQ. F T RESERVE LEACHING AREA ��SQ. FT.' �'1 0�> "�^" � jH `� h S�L4, '° _ • (o f_LUkWGE r i1 �ELDREDGE ENGINEERING CO INC) qj' ��? �Fc,sTePyoe �,, 33 N0. MAIN ST. 712 MAIN ST. .' S0. YARMOU.TH MASS. HYANNIS .,UAS =�� `� JOB NO. ?.1G 7 3 SHEET a OF f FINISH GRADE OVER D-BOX= 83.5± FINISH GRADE OVER CHAMBERS - GENERAL NOTES _ + s c 83.3 83.8 T.O.F. EL. 84.8_ /4 T 1-1 DOUBLE W 0 3 O /2 OU LE WASHED PROVIDE EXTENSION RISER SLOPE I�2/o MIN. OVER SYSTEM REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE WITH COVER OVER INLET& RISER TO WITHIN 6"OF FINISHED GRADE 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION 4 SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS OUTLET TO WITHIN 6"OF F.G. " " METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE o 2 OF *1/$ TO 1/2 DOUBLE WASHED ,. � _ MIN SLOPE 1 /o BOX TO F.G. (SEE NOTE#21 5 DIA. OUTLETS ) COD AND AN APPLICABLE 83,9 ± F.G. OVER TANK EL. - 83.6 ± ( ) E Y C LE LOCAL RULES. FND. EL.= STONE OR,GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE TOP OF SAS= 81 .63� PLACE RISEIRS ON ALL DESIGN ENGINEER. EXISTING 4f, PROPOSED 4" 9p MIN• 9"MIN. CHAMBERS WITH 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL ---- _ SCH.40 PVC 36 MAX' 80.80 36"MAX. INLET PIPES TO 6"OF SEWER PIPE L--_ SEWER PIPE BREAKOUT EL= 81.30 FINISHIED GRADE SYSTEM UNLESS OTHERWISE NOTED. _ �--I" " " - 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6 3 3"DROP MAXI 3" 9 L-23± - - --. MIN.SLOPE @ 1q PROVIDE WATERTIGHT o o ELEVATION=81.30' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A " 4"PVC IN FROM JOINTS(TYP.) «o�p 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14 O o o = = 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. - SEPTIC TANK © 4"PVC OUT TO CONTRACTOR TO PROVIDE - -- -- LEACHING FACILITY o o SPECIFIED DROP BETWEEN € 12" 6" �� o o 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. INLET AND OUTLET CONTRACTOR „ CONTRACTOR SHALL OUTLET TEE 81.17� MIN. 81.00� 2' o o 0 0 o0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48 VERIFY CONDITION OF� o0 0� 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF AND LING TEE AS GAS BAFFLE J I 6"CRUSHED STONE o o 0 000 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY 'S J r, COMPACTED BASE 8 5'(TYP) I , 4.d 4.0 AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX 4'0% 4 83' 4 0 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 85.00, TO INSTALLED ON A LEVEL STABLE 25.0' (NP') ESTABLISHED ON CORNER OF STOOP AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 78.80' GROUND WATER ELEV= < 73.30' 12 83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING 1,000 GALLON CONCRETE SEPTIC TANK` ``� CROSS SECTION VIEW 2 - 500 GALLON CHAMBERS 5' MIN• CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES SEPTIC TANK PROFILE p �,r TYPICAL CHAMBER PROFILE S TO THE DESIGN ENGINEER. *CONTRACTOR TO VERIFY EXISTING IMI_E�%ATiJ SHIM IJIry DISTRIBUTION OX DETAIL CHAMBER DETAILS L'~' 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. TO ANY''%/ORK& NOTIFY ENG INFER 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 . PERC NO. 14155 APPROPRIATE AUTHORITY. INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT DRIVES OR TRAVELED WAYS IN WHICH CASE EVALUATOR: Michael Pimentel, EIT,CSE THEY SHALL WITHSTAND H-20 LOADING. C.S.E.APPROVAL DATE: Oct. 1999 w * '" 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND FINES. DATE: October 16, 2013 ' 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE TEST PIT#: 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ELEV TOP= 83.30' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ` FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). ` ELEV WATER= <73.30' 15 ND IN CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND PERC RATE _ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. MAP 102 " DEPTHH OF PERC= 30"-48" 16. PROPOSED PROJECT IS LOCATED WITHIN: PARCEL 36 MAP 102 -' ' TEXTURAL CLASS: 1 ASSESSOR'S MAP 101 PARCEL 12 PARCEL 35 a OWNER OF RECORD: EUGENE P. & ROBERTA J. OBERLANDER MAP 102 Cl) .x :' PARCEL 37 S86°2T40"W 4 LOCUS -/ Y% a,- �'�►` 0" 83 30' ADDRESS: PO BOX 1075 m � � z� " Fill 105.00' o_ 4 82'97 MARSTONS MILLS, MA 02648 a r A Loamy Sand i .9 MAP 101 ., p- 6„ 1 oYr 3i1 _ 82.80' PARCEL 12 } t3 FEMA FLOOD ZONE C 1w . B Loamy Sand COMMUNITY PANEL# 250001 0015 C 15,230±S.F. 10Yr 5/8 # 17. DEED REFERENCE: DEED BOOK 3701, PAGE 266 ---- 2 O.H. --.®- k 0 ZONE 2 Benchmark - Perc 18. PLAN REFERENCE: PLAN BOOK 138; PAGE 25 Comer of stoop #490 = 48" 79.30' 19. -ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. Elev. =85.00' EXISTING Approx. M.S.L. 3-BEDROOM C-1 Coarse Sand 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY - , s � cEP : FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY T/`�,�Id 2.5Y LL�- �+ �^+ GALLON ��.e T C Q i.._I;1 J I I I`3 G � V v� L.., '� 1.� 6/6 W LLING D E T TOF=g4,g'± S OOP - * I i FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. TO BE UTILIZED IN THIS DESIGN--- � � � w 3 �, �� 21. A 4" PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A I � Co • ' . tr„ g4° 76.30' DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3''OF FINISH GRADE. A _ I MAP 101 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. 7�,�.. STOOP G I MAP 101 z ~� ALK > 3 PARCEL 22 m Q LOCUS PLAN C-2 Medium 25Y 6/6 Sand PARCEL 11 � c,) rm_- -84 C / SCALE: 1"= 1000' 120" 73.30' o m PR. D-BOX 0 ! g3�3 N ` W No Standing,Weeping or Mottling Observed PROPOSED 2-500 GALLON LEACHING LP �N �+ CHAMBERS WITH AGGREGATE 3 ? -- m DESIGN DATA TEST PIT DATA LEGEND PROPOSED INSPECTION PORT O TWIN 1s HOLLY / 14155 -$2_ cb /� PERC NO. David W.Stanton, R.S. w / `"�-EXISTING LEACHING PIT TO BE PUMPED, NUMBER OF BEDROOMS (DESIGN) 3 INSPECTOR- 50x0' EXISTING SPOT GRADE � ` / I ( PED3 EVALUATOR: Michael Pimentel, EIT, CSE I R oo. � FILLED��"IITI--I C;LFF���I COARSE W:�N?I� PI�I� DESIGN FLOW 110 GAUDAY/BEDROOM - � 50 - - EXISTING CONTOUR z 01'--�I TP 1 C.S.E.APPROVAL DATE: Oct_ 1999 p TP 2 83x3' ' o I 310 CMR 255(3) ABANDONED TOTAL DESIGN FLOW 330 GAUDAY 50 PROPOSED CONTOUR 83x3' 'I ( I I October 16, 2013 -� DATE: 83 RHOD/� 3 ( DESIGN FLOW x 200 % = 660 GAUDAY TEST PIT#: 2 50 PROPOSED SPOT GRADE % , / 'Co h USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 83.30' TELE EXISTING TELEPHONE LINE _ '( ELEV WATER= <73.30 ( ❑/H/W EXISTING OVERHEAD UTILITIES \'#/63/7 OUYWIRE ` 17 oaK j4�'� ® 3\ I PERC RATE _ � .m m 1 I W W EXISTING WATER LINE °48'` ` INSTALL 2 - 500 GALLON CHAMBERS DEPTH OF PERC = 5° ` Sri 3 SWING-TIES SCALE: 1"=20' 42.83' �� \ \ ` TEXTURAL CLASS: 1 TEST PIT LOCATION DESCRIPTION HC-1 HC-2 SIDEWALL CAPACITY (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY 0i EXISTING 1,000 GALLON SEPTIC TANK CORNER OF STONE(1) 22.5' 43.7' (25.0'+ 12.83')(2) (2') (0.74 GPD/S.F.) = 112.0 GAUDAY „ ` ' rs .08 , Fill 83.30 PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE a U.P.#163/8 CORNER OF STONE(2) 21.6' 33.0' 4" 82.9T T S 0 iw BOTTOM CAPACITY A Loamy Sand T�'E�T / EDGE - _� '-- CORNER OF STONE(3) 46.3' 52.6' LENGTH x WIDTH 0.74 GPD/S.F. = GAUDAY 6" 10Yr 311 82 80' ® PROPOSED DISTRIBUTION BOX INED TOwN OF pgVEMENT (25.0'x 12.83' (0.74 GPD/S.F.) = 237.4 GAUDAY WAY) CORNER OF STONE(4) 46.7' 59.9' ) B Loamy Sand PROPOSED 500 GALLON LEACHING CHAMBER 1 OYr 5/8 2'O.H. 30" 80.80' -.-�-- -® -•--- TOTALS: #490 TOTAL NUMBER OF CHAMBERS 2 REV. DATE BY APP'D. DESCRIPTION EXISTING TOTAL LEACHING AREA 472.2 SQ.FT. PROPOSED SEPTIC SYSTEM UPGRADE 3-BEDROOM TOTAL LEACHING CAPACITY 349.4 GAL./DAY Coarse Sand P�H of�I q DWELLING STOOP C-1 2.5Y 616 ,� A PREPARED FOR: JOHNL. G�<" CAPEWIDE ENTERPRISES STOOP CHURCHILL JR. U - 84" 76.30' CIVIL NO 1807 HC-1 HC- d LOCATED AT �oF�/0W,� 490 FLINT STREET C-2 Medium Sand s�oNa�. _ 2.5Y616 MARSTONS MILLS, MA 02648 SPECIAL NOTES: 1) 2) 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC 120" 73.30' SCALE: 1 INCH = 20 FT. DATE: OCTOBER 17,2013 0 10 20 40 80 FEET SYSTEM COMPONENT. No Standing,Weeping or Mottling Observed 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED cNn "} O PREPARED BY: LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. a . RESERVED FOR BOARD OF HEALTH USE JC ENGINEERING, INC. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH O 2854 CRANBERRY HIGHWAY TEST PIT DATA. 3) EAST WAREHAM, MA 02538 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE GROUNDWATER PROTECTION OVERLAY SITE PLAN (4 I---12 8'--4 508.273.0377 DISTRICT AND THE ESTUARINE WATERSHED. Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.2547 SCALE: 1"=20'