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HomeMy WebLinkAbout0007 DONEGAL CIRCLE - Health ? Donegal Circle Centerville A= 169 — 021 0 Slu �"`� Ull UPC 12534 No.215 ORm, HAMTIM".MO No. _ OW Fee ©U THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for Misposal 6pstem Construction 3pPrmit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System Z dividual Components Location Address or Lot No. -7 I)ON �. C' 1 R Owner's Name,Address,and Tel.No. Assessor's Map/Parcel , "] ppN q(., G l 1;,, c_©v-raKv i uoE Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. $09-.Z73-63-r7 GrQ�'EGvfDE � 4t�s Ago SC CNv►����� $NC 153 Crnt t Ss 54 (Er-_ &%4 hi.J E. CAM Type of Building: Dwelling No.of Bedrooms Lot Size I��a�7 sq.ft. Garbage Grinder( ) Other Type of Building R,M_D QkA 1 A-(_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -3 3® gpd Design flow provided 3 q y f gpd Plan Date —-0L5-;L01'j -Number �ofpsheets l Revision Date Title 1 opeww_ Q i poa Ce Size of Septic Tank , O OO Type of S.A.S.�a� 5-00 Description of Soil T(7 -44 4 M C- t 0 5&aC&,- 4,R i Z S c5z- PLAxi Nature of Repairs or Alterations(Answer when applicable) ( L-4 E f�1�1�r/,,J�g_l#600 -AL ZA) J CL 41 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. A Sign Date Application Approved by Date l _1�" 2 c y Application Disapproved by Date for the following reasons Permit No. — 2.v f C? —0 Date Issued 3 No. - o 14 Fee a U THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS Zipplication for W pb`sAY 6pstem Construction Permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System Q,Irl6vidual Components Location Address or Lot No. j�pN }(, C I ItQLZ- Owner's Name,Address,and Tel.No. Assessor's Map/Parcel j GEY/` h'l pNAxTmeoj,4c GE'T"f?C�LZO Installer's Name,Address,and Te.No. 50$.t77-•1�-$77 Designer's Name,Address,and Tel.No. 5'09-Z73-03"i7 G'44.P66..)faE I A30 �-c c i,� ,vim $NC Type of Building: Dwelling No.of Bedrooms Lot Size A 571 sq.ft. Garbage Grinder( ) Other Type of Building ��eLSj I!�-L. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided � gpd Plan Date -"� 5�ett��q Number of sheets Revision Date Title _77 t 1UtV1=f �.[ �lI2S;-l1= ) �J/LLIS Size of Septic Tank- p Type of S.A.S. �;1� Description of Soil "r i4q lut r l r�i�_ 1,(� 4 . P Nature of Repairs or Alterations(Answer when applicable) 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. Signed Date 1 "3 t-k I Application Approved by i Date / ' 3/-2 7 i Application Disapproved by Date for the following reasons Permit No. /G1 0 Date Issued - 3/--- / - o ------------------------------------------------ -------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(k) Upgraded( ) Abandoned( )by CAPC--t,-)t br:� at f7 Da4-A '-Rk(,. a has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 9 0 1 Gj-(V/dated Installer g:�(DE 7�X Q �P�� Designer Z�C_ #bedrooms Approved desigow n �� god The issuance of is pe' it shall not be construed as a guarantee that the system willeti /�s designed. S � Date �- Inspector No. Fee UO i. - t THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal 6pstem (construction Permit Permission is hereby granted to Construct( ) Repair(X Upgrade( ) Abandon( ) System located at nrE __ cA Ar_ ,.. At (4 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 completed within three years of the date of this permit. �/f Date ( - /Gj Approved bye( r7 1 ` U!v _7/— y �UTr�r r`C U rJ Dv� �5c. � a,^:, � � �11'�(�/� C f eb. 11. 2019 8:41AM No. 2971 P. 1 Town of Barnstable 'sit Regulatory Services Richard V. Scali,Interim Director • setwareets, MAW � Public Health) Division 'Olsen " Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508462-4644 Fax: 508-790-6304 Installer& Designer Certification Form q Date: -�(�( � Sewage Permit# a019-04lo Assessor's Map\Parcel (a I Z Designer; TC- 6n5foeer6n5 � Ync,, Installer: Gaee.wiclt C-0E-e [Ne,s Address: 265y tcc,.,,y� I{iginway Address: 1.53 Comw►ercCal SF(eej —a— EaA U) re,64tr . >7 t 02a5$ Nfl 02to`19 On ( -31 -a0 l y C,e e vu i d e, &v*ve(Cse.5 was issued a permit to install a (date) (installer) septic system at 7 60 e T or c% based on a design drawn by (address) q $ G rn�iv►?erin "��C dated 1 r Z ,j - 1 I 3(-19 / (designer) V 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. Strip out (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. Strip out(if required)was inspected and the soils were found satisfactory. l certify that the system referenced above was constructed a with.the terms of the IAA approval letters (if applicable) O sAs,� o � JOHN L CHURCHILL JR CI (I er' Signatu NO 1807 Is E rSE gne,r's Signature) (Affix Des' er amp Here) PL RETURN TO ARNSTABLE PUBLIC HEALT DI SION, CERTIFICATE OF COMPLIANCE 'WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION, THANK YOU, Q:1Septic\Designer Certification)+omi Rev 8-14-13.doe VIE Town of Barnstable P iG ' Department of Regulatory Services l 4j.AF Public Health Division Date M-kft i•s�v 200 Main Stroct,Hyannis MA 02601 Date Scheduled_ 0 I 1 Ttme l Fee Pd.—4 a)s Sto►zr Surta ffity Assessment for Se a e Dzsposar . ll )�Asses Performed•13y: +C►1QQ� 1 111?Ql� 't E 'f� Witnessed By LOCATION&.GENERAL INFORMATION Location Address ffll n Owner's Namo Ft� AJ "i L tvtoA. fi e. t7 00* t,)CC-A(- 1.it, (IV/trig- m&Ti vorpj3izp Address9�445�'t'X l C A PL-w tOer L-jv-r4j gp Q"V5 Assessor's Map/Parcel: ` J Engineer's Name TG eN&l�duaa NEW CONSTJIUCTION REPAIR Telephone ii ®�— 7' )—(2?�-7 . and Slopes(96) O Surface Stones Distances ftnm: Open Water Body Job ft Possible Wet Area �i�� n Drinking Water Well _ tt Dralhage Way i ft Property Line 7 ft Other y {( SIB MIC(Street name,dimensions of lot,exact locations of test holes&Para tests,locate wetlands-in proximity to holes) See (a--U&L4 Pl o,� Parent material(geologic,, ou��QJ� / serf B S r Depth to 13edrock Depth to Oroundwatec Standing Water In Hole: v '✓`�� Wceping from Plt Pnoa 1 � �r3 �T Estimated Seasonal High Groundwater 5�v 3GS D-ETEPRI�TATIQN FOR SEAS ONAL'I1IGH WATER TABLE Method Used: _1 t�i?C - 00�,,KWr6-`O1\ Depth Observed standing in obs.hole: 7� In. Depth to soil mottles., Dellth to weeping from side of obs.bola '. 1,5fo III, Groundwater AdJuatment &/6 . Index Well-0 Reading Date:_ Index Well Imvol r Adj Aelor Adj.Ci►•nundwaterlevel,.T. PERCOLATION TEST Doll : - � 'zimb 10,06 awl Observation Hole# Tltne at 0" .. DopthofPeru '6b Time at 6 Start Pro-soak Time ®,�Oelf, Tima(9"-6") s EndPte-soakI. / ,©rn��aW1 ' Rate Min.nI. h ` Site Suitability Assessment. Slid Passed Slip Failed: Additional Testing Needed(•Y/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:ISEPTICIPERCPORM.DOC •DEEP.OBSERVATION HOLE LOG Hole# Depth from Sell Horizon Soil Texture Shcl Color Soil. Other Surfaeo(ln.) (USDA) (Munsell) Mottling (Stnucture,Stoned;Boulders. Consistency.%-Gravall . , 0 -too`` '- ' _ -- �;�1 • DEEP OBSERVATION HOLE LOG Hole# Depth from Sall Horizon Sol[Texture Soll.Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. ' Consistency, )ZY DEEP OBSERVATION HOLE LOG Hole,# Depth from Soil Horizon Soli Texture Sall Color Sall Other Surface(In.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders.. Consistency, DEEP OBSERVATION HOVE LOG Hole# Depth from Sall Horizon Soil Texture Sall Color Soll Other Surface(In.) (USDA) (Mansell) Mottling (Structure,S(opes;Boulders, • o 0--4? — — - - Fill 3�uQ �� sa a 5Y ' 6 Flood Insurance Rate Map: Above 500 year flood boundary No_. Yes • Within 500 year boundary No Yes^ ,. Within 100 year flood boundary No.,V Yes Depth of Naturally Occurrins Perylous Material Does at least four feet of naturally occurring pervi us material exist in all areas observed thrpughout the area proposed for the soil absorptibn system? � to If not,What ig the depth of naturally occurring p vious material?,.____.__....�. Certi 07� 7 I certify that on �' / (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,exportiso experience described in 10 CMR 15.017. Datb Signature , Q:\3Hp'1•IC%PSitCPORM.DO C TOWN OF BAR NSTABLE LOyATION e7 bOmeeAL.. CQQLE SEWAGE# ab l 1 VILLAGE -rcNJT6l_V(LJ.C-_ASSESSOR'S MAPP&PARCEL 0 IYISTALLER'S NAME&PHONE NO.VAPEk.,ibe 0'75 s ZZ SEPTIC TANK CAPACITY ` D o® C:A{ _,0KJS LEACHING FACILITY:(type)(1) $oo G ��(size) la.VS'X ;,5 NO.OF BEDROOMS 3 OWNER MATTI4C-(A :* PC-T ZV.ZZ.O PERMIT DATE: COMPLIANCE DATE: vZ-$-;LaR 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 , p site or within 200 feet of leaching facility) tv 1A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) NLA. Feet . FURNISHED BY�®f_i itjG GOTMPA 15K A Liq.6! Lt; s2 z g ^5= 55 No...A.......' Fss..s.,P......'p:` ....:. THE COMMONWEALTH OF MASSACHUSETTS ` BOARD OF HEALTH Applirtt#inn for Uiipnutt1 Workg Tonotrurtiun rumit Application is hereby made for a Permit to Construct ( ) or Repair ( -,)•,an Individual Sewage Disposal System at .....................................'.. .......r..: .,- .............. ......•.............. ...•... ----•--•-•----••••............................ Location-:Address (/ or,Lot No. , F � F .... ................................................. Oyn�r a F. ° + / r / ' � Address J d Installer Address U Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' 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........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ rT, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P -----------------•---•-......---•-••---••-•-•......--•----•---•-•--•-•-•----•-•--•--•----•--------........................................................ D Description of Soil-----•-••---•---••........ -I=r'-``............ .I ....�+.r..... W UNature of Repairs or Alterations—Answer when applicable............'..:...j✓..±�!C........ --Y 7 .�'`....................•.......__. - ....................-•--................................................................................................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITiZ 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.Si ed . :! ... Jos Application Approved B y/' • • -.-• -.----------•--------------------•-•.-.----------- -----•--• •.....-------•------•....... .1/ 'r Date Application Disappr. ed! r,-'the following reasons---------------------------------------------------------------••-------------•--•••--•-••- •-•--•--........•-- J • ------------••----------------- -------•--•------------------------------------------------------------------------------------------------ Date PermitNo........................................................ Issued-....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �rr�ifirtt�e of f�u�t�fittnr�e THIS,IS TOO, CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired..(,.....) by _ ----.... - .---•--------------------•-•-•-----------.........---.................----•-•------- 7 r{ #/ ,_ f d e � t� Installer el 1/ t .. ------------- has been installed in accordance with the provisions of T "'b A The State Sanitary Code s scrriibed in the application for Disposal Works Construction Permit No..1S....................................... dat .... :.-e-____._..__.._.._..._._._...... -- THE ISSUAN E O THIS CERTIFICATE SHALT. NOT BE CONSTRUE � A GUARANTEE THAT THE SYSTEM WILL �N,.' ION SATISFACTORY. �DATE..---•-•....!_� ...................................... Inspector-- -- .- •----- ......-•••.....•--•---•.......................•- i THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH , a No. ................. FEE..... ..!....... Disposal Workii TDumitr ion ramit-_ Permission is hereby granted_.._ � ���`,.r� ! �_,�"...:.'.... � °°} � �,��. to Construct..-(—,) or Repair ( ) an Individual,Sewage Disposal System Y }d;fr.+d+ tir�./ /f'r .!•�# ----- �'�.._ s d J ..',I -f-':...__.....;c°`..............................t. . !/, •� J' at No... ,� ---•---- . •--•- ..-_ ......._ _ r_ • . .... i Street as shown on the application for Disposal Works Construction Permi _o .......... Dated.........._................................ ............... -•-•-• •.......-•-•-------••-•-••-----•---•----•-•----•--•----•......................- Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN, INC., PUBLISHERS 1 . 1 [ ���m THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ��� ^� ���«��tirp�twwu� ��«� i��x�xoo4l Works T«w*mitrwurtivi» Fautot Application is hhereb ade for a Permit to Construct or Repair (L_�_an Individual Sewage Disposal y in System at: W.2 Installer Address Type ofBuilding Size I.oL---.----------So. feet Dwelling--1�o of Bedrooms............................................ Attic ( ) Garbage �rindcr ( ) 04 Other—Type of Building -.--.------.-- No. of persons-------.................... Showers ( ) -- Cafeteria ( ) Other fixtures - ...................................................... � Design Flow............................................gallons per person per day. Total daily flow............................................ . Septic Tank—Liquid Length---_--' Width---------------- Diameter.------ Depth''--_-DisposalTrnucb--No.-.------- Iota Totalarea.................... f t. � Seepage Pit Nu__.--- .................... Depth below Total f t. Z Other Distribution box ( ) Dosing tank ( ) '- Percolation Test Results Performed by.......................................................................... Datc-'--.'--------.-----. Test Pit No. L--_--_minotroyerinc6 Depth of Te»1'I`d--'---.--. Depth tn ground water........................ 44 Test Pit No. 2................minutes per inch, Depth of Test PiL-------_ Depth to ground water-._.------- `w -'- �l _---'--'_-'--------------'_--------_--- | �� D nfSu�-----------'�������� . -.---_----_'--.............................................. 1 -`----'--'----------------`---`------------------`----'---``---''---`----`-`--------------- ._'-------.---�---_-_.----.----.--- �� ��tor� of Il�x�roor �1hzut�o�--�om�cc �600unoicub��----�-IZ704 ............................... | ~ " | -------'-'----'---'-----'-'-------'----''-----'--------'---'----'-------'-'-----'-'-'--- Agcceozeot: ' The undersigned agrees 10 install theufore6esc�ed �6��u Sewage Disposal �� in accordance ��System the of�I�1Z 5of the StateSanitary Code The undersigned focHzor agrees n t to place the system in as operation until a Certificate of Compliance has been * sued by the I board ealth. Application- ed..... . . .........I WOR 40 - - '-^^r '- _ �~ _-___-°---.------ Sig' , o"� ��pp/u�zvouivapy ^mo7u^^nwmngrooxomx:---_.-------'------------------------.------________ ---------------��~��----------'---------'-----'------------------'----------''----'--''-----'---- | | »"te � Permit � No � LO CAT 10� w S E W A G PERMIT N:0• VILLAGE IV/ if INS�T/ L L E 'S NAME i ADDRESS R U I L D E R OR OWNER L � saw DATE PERMIT ISSUED DATE COMPLIANCE ISSUED ' tr "Fy AWi r� �r � czC �.N r�z 'cam LO CAT 10� SEWA G PERMIT NO. VILLAGE r I N S T LLE 'S NAME i ADDRESS R U I L D E R OR OWNER L saw DATE PERMIT ISSUED DATE COMPLIANCE ISSUED r - s �` `\�� � �� ��� � \ � _ ��� �° i �� � �- �- j � � \ ( � � , � ,� T.O.F. EL.= 35.8'± FINISH GRADE OVER D-BOX= 34.4'± FINISH GRADE OVER CHAMBERS = 33.9' _ PROP.VENT WITH CHARCOAL FILTER TO ABOVE GRADE GENERAL NOTES 34.5 PROVIDE EXTENSION RISER SLOPE @ 2% MIN. OVER SYSTEM 3/4'TO 1-1/2 DOUBLE WASHED 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 FINISH GRADE OUTLET TO WITHIN 6" OF F.G. 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL STONE OR GEOTEXTILE FILTER FABRIC F.G. OVER TANK EL. = 33.5'± 5" DIA. OUTLET(S) MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) OF DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. _ - j- 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE iPLACE RISERS ON ALL DESIGN ENGINEER. PROPOSED 4" 45' MAX. 5.0' MAX. TOP OF SAS = 29.50' CHAMBERS WITH EXISTING 4" SEE NOTE 22 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE SCH. 40 PVC 28.50 SEE NOTE 22 BREAKOUT EL= 29.00' INLET PIPES TO 6"OF r SEWER PIPE � - FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED. � 1, I 3" DROP MAX 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN - 3 2" DROP MIN 3 9' L=30 ± PROVIDE WATERTIGHT ELEVATION =29.00' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A MIN.SLOPE @ 1 f-JOINTS (TYP.) 13 4 PVC IN FROM 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 14" *30,0'± SEPTIC TANK 4" PVC OUT TO 0 0 0 O 0 0 0 0 o 0 0 O o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE LEACHING FACILITY o0 00 0 CD 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN � � 12" o0 0 � 0 0 0 INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL OUTLET TEE 28.87' MIN. 6' 28.70' o0 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48 VERIFY CONDITION OF \ 2 o 0 00C)c 000 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE 6" CRUSHED STONE 0 0 0 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS I OVER MECHANICALLY o00 00 _ o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE AND DESIGN ENGINEER. 4.0 8.5' (TYP) - 4.0' 4.0' 4.0' 3 OUTLET DISTRIBUTION BOX 4.83 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 35.00, TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP.) ESTABLISHED ON A MAG NAIL AS SHOWN ON THE PLAN. - BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.= < 21 .00' 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. 26.50 EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK 2 - 500 H-20 GALLON CHAMBERS 5' MIN. CHAMBi_REND iEVV THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT Cj {,� CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTELEEVATONPRIOR VERIFY EXISTING SEPTIC' �\ PROFILE H-20 DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE H-20 CHAMBER DETAILS TO THE DESIGN ENGINEER. NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. SWING-TIES - EST PIT DATA TEST PIT DATA 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING / 32` \ ,� REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM DESCRIPTION HC-1 HC-2 MAP 169 �� _ -cranberry m'`� •� ,' �• PERC NO. 15876 PERC NO. 15876 APPROPRIATE AUTHORITY. LOT 22 Bog ` � /Jf INSPECTOR: Donald Desmarais, R.S. INSPECTOR: Donald Desmarais, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED CORNER OF STONE (1) 39.T 43.4' %I �1� EVALUATOR: Michael Pimentel, EIT, CSE EVALUATOR: Michael Pimentel, EIT, CSE UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR CORNER OF STONE (2) 62.9' 55.6' X X X XI • !� C.S.E. APPROVAL DATE: Oct. 1999 C.S.E. APPROVAL DATE: Oct. 1999 TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. CORNER OF STONE (3) 67.8' 65.8' IX�X�X X X'_ _ \ r "'"-- - �v I ,/ �F DATE: January 10, 2019 DATE: January 10, 2019 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. _ _ f • . TEST PIT#: 1 TEST PIT#: 2 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE CORNER OF STONE (4) 47.2' 55.8' X-NGE ITYPI , , \ (14 , ,, �_� rr �// • • MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ►.. = ye onb y yr ELEV TOP = 34.00' ELEV TOP = 34.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, �,Embert - / • . ELEV WATER - <24.00' ELEV WATER - < 21.00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). 3 n11 '� / 15. NTRACT R SHALL N TIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN 3 � } %II f ,, h�// �• PERC RATE = PERC RATECO O Or, � - SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 16. PROPOSED PROJECT IS LOCATED WITHIN: .,� `�___ Af j '? • !i --- , DEPTH OF PERC = DEPTH OF PERC = !� •: LOCUS PROPOSED 4" a;m4 N ; �\ / q. • • TEXTURAL CLASS: TEXTURAL CLASS: 1 ASSESSOR'S MAP 169 LOT 21 PVC VENT PIPE;.`_- _ EXACT LOCATION O� m ' ' �. „ _ y • PER OWNER - - _ � � O-c� a _ ,,��, _, o � ` ' , y„ • . •.� . �` { tl .. �-~._,,, - --- -- ----- - - OWNER OF RECORD. MATTHEW PETRUZZO II _ - -34- _ TP 3 \ o _.... 1� O ' f• • � l ru „ - _ TP 1 _ - - y r -�, 4 �, r t• • �,/ /'1/ Matc 0 34.00 0 34.00 ADDRESS: 7 DONEGAL CIRCLE �. �, ate` /i . // PROPOSED 2-500 GALLON , -'± 1 H-20 LEACHING CHAMBERS 34x0 34x0 CENTERVILLE, MA 02632 WITH AGGREGATE - - �� 4_ Fill FEMA FLOOD ZONE X PROPOSED o0 2) f > , .. 1 t� ( - 1 -- ; COMMUNITY PANEL# 25001C0561J INSPECTION _. _ e_ c�tn B� % Q� 26 �r PROPOSED H-20 PORT i 4 17. DEED REFERENCE: DEED BOOK 31753, PAGE 231 (3 DISTRIBUTION BOX EXISTING LEACHING PITS TO ran b 18 PLAN REFERENCE PLAN BOOK 22 AGE 139 -� 1 BE PUMPED AND FILLED WITH i CLEAN SAND &ABANDONED � ,:� (*'�, 1q-- ''.-'"� � .7 •• ``._-_ .., �`_._...� 78" 27.50' � � 3, P f �� t C' �• • ' t Fill 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. O LP ` Nora $ $ � ~° • 't 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY 20" CEDAR �o ° Pond % `'. '� FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY \ EX. 1000 GALLON o 6, f t -� �C3 �t'�• ; FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. N SEPTIC TANK TO o ✓ 1 ( \ cr BE UTILIZED IN `, 2 t ✓�` .--� \ 1 ? r.. _ I Medium Sand 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A \ 0 �, THIS DESIGN , m ) 4 C 2.5Y 6/6 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A \ P 4 LP p -p REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. \ -- 34- _ -34_ _ _ _ -34-- , BH i �OGP ` n LOCUS PLAN 22. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE \ 34x0 \ HC- ��!/SOX 1 1 APPROVALS ARE REQUESTED FROM 310 CMR 15.221(7): O g' _ _ - -- - I � P ��n SCALE: 1"= 1000' (1.) A 2.0'WAIVER (3.0' -5.0') FOR THE MAXIMUM COVER OVER THE SAS. \ �12 TOF - 35.8' = 120" 24.00' 156" 21.00' (2.) A 1.5'WAIVER (3.0' -4.5') FOR THE MAXIMUM COVER OVER THE DISTRIBUTION BOX. 0' No Mottling, Standingor Weeping Observed No Mottling, Standingor Weeping Observed TEST PIT DATA ! TEST PIT DATA \ TP2 DESIGN DATA LEGEND \ I/34x0% �9S- ,�c�z/ 1 PERC NO. 15876 PERC NO. 15876 x50.0' EXISTING SPOT GRADE INSPECTOR: Donald Desmarais, R.S. INSPECTOR: Donald Desmarais, R.S. NUMBER OF BEDROOMS (DESIGN) 3 -- - - 50 -- -- - EXISTING CONTOUR \ #7 EVALUATOR: Michael Pimentel, EIT, CSE EVALUATOR. Michael Pimentel, EIT, CSE EXISTING // �/ ;�� DESIGN FLOW 110 GAL/DAY/BEDROOM Oct. 1999 Oct. 1999 5 V / C.S.E. APPROVAL DATE: C.S.E. APPROVAL DATE. -�� 0 --- PROPOSED CONTOUR 1 3-BEDROOM / TOTAL DESIGN FLOW 330 GAUDAY January 10, 2019 January 10,2019 \ SWELLING r � DATE: rY DATE: rY 50 PROPOSED SPOT GRADE REMOVE UNSUITABLE \ DECK i , ° _ MATERIAL DOWN TO "C" , // 1 DESIGN FLOW x 200 /o - 660 GAUDAY TEST PIT#: 3 TEST PIT#: 4 SOIL& REPLACE w/ m USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 34.00' ELEV TOP= 34.00' VAS EXISTING GAS LINE CLEAN COARSE SAND r HC- FFE = 36.7' r ;=, ELEV WATER = < 27.00' ELEV WATER = <23.00' 0/H/W - EXISTING OVERHEAD WIRES PER 310 CMR 255(3) , / / \ // PERC RATE = PERC RATE _ < 2 min./inch E/T/C EXISTING UNDERGROUND UTILITIES \ INSTALL 2 - 500 GALLON H-20 CHAMBERS „ w/ AGGREGATE DEPTH OF PERC = DEPTH OF PERC = 48 -66 W W- EXISTING WATER LINE ?° I // MAP 169 �\ SIDEWALL CAPACITY TEXTURAL CLASS: TEXTURAL CLASS: 1 O EXISTING 1,000 GALLON SEPTIC TANK U, 1 0 / LOT 21 / \ (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAL/DAY - - o 1 \ / 15,257± S.F. / (25.0' + 12.83') (2 ) (2' ) ( 0.74 GPD/S.F.) =112.0 GAUDAY TEST PIT LOCATION 0 / 0" 34.00' 0" 34.00' BIT. DRIVEWAY �� % // PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE I / 1 BOTTOM CAPACITY (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY (25.0' x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY ❑ PROPOSED H-20 DISTRIBUTION BOX Fill �O PROPOSED 500 GALLON H-20 LEACHING CHAMBER y 01 / v°,0� I If TOTALS: 48" 30.00' 1 1-31-19 SJI MCP CHANGED STREET NAME MAP 146 \ REV. DATE BY APP'D. DESCRIPTION LOT 13 I l \o�y / y / TOTAL NUMBER OF CHAMBERS 2 Perc TOTAL LEACHING AREA 472.2 SQ.FT. Fill 66" 28.50' PROPOSED SEPTIC SYSTEM UPGRADE °may WIRES / TOTAL LEACHING CAPACITY 349.4 GAL./DAY PREPARED FOR: NOTES: \ Q \ � /� �yI C Medium Sand CAPEWIDE ENTERPRISES c / �j 2.5Y 6/6 1.) MAGNETIC MARKING TAPE SHALL I 0111� LOCATED AT BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. 2. CONTRACTOR SHALL VERIFY SOIL I \ N�2$00� o/\A/w�' P. 7 DONEGAL CIRCLE CENTERVILLE, MA 02632 CONDITIONS IN THE LOCATION OF THE Benchmark \ N/v PROPOSED LEACHING FACILITY TO 1 Q / ` SCALE: 1 INCH = 10 FT. DATE: JANUARY 25, 2019 ENSURE CONSISTENCY WITH TEST PIT I Mag Nail c, o/N/w v�M� 84 27.00' 132' 23.00' N 0 5 10 20 40 FEET Elev. = 35.00' DATA SHOWN ON THIS PLAN. REPORT I Approx. M.S.L. /�Jw OF PP No Mottling, Standing or Weeping Observed No Mottling, Standing or Weeping Observed 0 s yG TO ENGINEER AND LOCAL BOARD OF I \ W / JOHN L. s� PREPARED BY: HEALTH IF SOILS ARE NOT 1 ° / OINGPS RESERVED FOR BOARD OF HEALTH USE CHURCH JR. N JC ENGINEERING, INC. CONSISTENT WITH TEST PIT DATA. i �� olNlw GPS�/� NO. 41807 2854 CRANBERRY HIGHWAY 3.) LOCUS PROPERTY IS LOCATED p/N/`" \e 5�� PG 10 PD v1l Cl EAST WAREHAM, MA 02538 WITHIN THE WELLHEAD PROTECTION ' \ o/ /W ,�/- PAP OE�'P�O - - OVERLAY DISTRICT AND THE SITE PLAN 508.273.0377 ESTUARINE WATERSHEDS. �, o/N/`" // Ste`'/ lq0 SCALE: 1" = 10' Drawn By: SJI Designed By:SJI Checked By: MCP JOB No.4515