Loading...
HomeMy WebLinkAbout0044 LIAM LANE - Health 44 LIAM LANE C.ntetviII6 A =, 167 016 - 017 +' �' r No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppfication for Misposal .6pstem Construction permit Application for a Permit to Construct( ) Repair()( Upgrade( ) Abandon( ) ,�Complete System ❑Individual Components Location Address or Lot No. 44 1-1 AM C kkJ G Owner's Name,Address,and Tel.No. c-&)7aQvui i5 S-re[ 4e� ) *Address, SPIL-L 4MCT Assessor's Map/Parcel (oilI { LA [(LE Installer's Name,Address,and Yel.No.*50:9-4T7-8�k1701 Designer's Name,Address,and Tel.No.501-a13-Q `]�f Type of Building: 2 Dwelling No.of Bedrooms 3 Lot Size a 3 (63 -sq.ft. Garbage Grinder( ) Other Type of Building 2 CS 1pe*r (A&, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 C- gpd Design flow provided gpd Plan Date 9 Iq� Number of sheets Revision Date Title L4-14 (_l AM i_AiU g — Size of Septic Tank (,o n Type of S.A.S.,�;Z) C-a4,L .0 0 f L IeC� Description of Soil " Goo �St4&e b n qo a SEA ye_4Aj Nature of Repairs or Alterations(Answer when applicable) U 5 --XL)C- _T'D N e�U D~4 0 X -M SOo pia-u.0 rJ L046([tom Ci4A agXS w 1T 4 4 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 i Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued t TOWN OF BARNSTABLE LOCATION y� Lr �,M sa K;c SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL 1 INSTALLER'S NAME&PHONE NO. 0,q PG u3 C'^CSbg V 7 SEPTIC TANK CAPACITY O®0 N t pp LEACHING FACILITY:(type) ' $-��,Q I, `�yryN� (size) I p'l•O X p1S,d NO.OF BEDROOMS 3 OWNER STz;0keX3 h OOC"' S Pt. �\{a►rVC? PERMIT DATE: I - XO I COMPLIANCE DATE: Q-1(o -;L0 I Separation Distance Between the: N® rr.RJJ 00004Zb7, Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility (SSePw6b Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 'A, Feet Edge of Wetland and Leaching Facility(If any wetlands exist within l 300 feet of leaching facility) 1 A Feet FURNISHED BY (�40E4>f b& T�- Ilswm-1 s cs -� .�, r No. �04 53 Fee-- � n^ - -- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -T WN OF BARNSTABLE, MASSACHUSETTS Yes fey \ Yication for is 11s41 *pstem (Construction Permit Application for a Permit to Construct( ) Repair(k Upgrade( ) Abandon( ) ,�]Complete System ❑Individual Components Location Address or Loot No. 44 4. 1AM (.AUG Owner's Name,Address,and Tel.No. �cJ7rg2uru.c 5-r4t t4eE)J * .4iow<- sP l c.-4"'G, Assessor's Map/Parcel I(pl I I '.4I lA L LG Installer's Name,Address,and Yel.No.Spfg-471-ej 17rt Designer's Name,Address,and Tel.No.30 S-a 13-4041 T7 GAiDeUA0E :Z c X'NiC t 5 .1k54, 91 HM 6, 42-)A Type of Building: Dwelling No.of Bedrooms 3 Lot Size (03 sq.ft. Garbage Grinder( ) r Other Type of Building J A, No.of Persons Showers( ) Cafeteria( ) Other Fixtures .. Design Flow(min.required) 3 A 0 gpd Design flow provided, 3`f' I< gpd Plan Date 9- 1!4 Number of sheets Revision Date Title 4-4 LL AA [ A&j9— CC—VT(S2VfU J5' Size of Septic Tank_(_�0 Type of S.`S. 500 GA -LL 0 0 G{ i4l;e `S Descriptio f Soil lti(�(V ua� ., qQ $a-G7 F441J Nature of Repairs or Alterations(Answer when applicable) U 5 G k.lC-g- I(7Ob <,c� StP-rC --XL)r— "TD cJ 0k) D-r3 O X lW 6a) Soo d4tAX rJ FeLer Date last inspected: s Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ig dA m bn Date Application Approved by Uf _ Date Application Disapproved by kw Date h e. for the following reasons P ' Permit No. Date Issued i� TH F COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( )by t_.i' PEUJ IDS PQI$',E= (LC- at- 44 L./o4i1,( [ o!�* �,��!/(! t �=" has been constructed' accord c with the provisions of Title 5 and the for Disposal System Construction Permit No. y $d Installer dAP y'p ��-Pkig-• LLC. Designer G. Ci�)C—��ry��2{lcyG, 21VL. #bedrooms 3 Approved design flow .� � gpd The issuance of this permit shall n,t b//e��construed as a guarantee that the system will Date ID Inspector -------------------------------.---------------------------------- ---------------------------------------------------------------- No. Fee- ����� ✓" TE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( ) System located at LAMS E&n .V l L l—( and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. . tt Provided:Const "ction thust a completed within three years of the date of this permit. - Date ' Approved by , Town of Barnstable Regulatory Services Thomas F. Geiler, Director Public Health Division MA86. t63� Thomas McKean,Director eon` 200 Main Street, Hyannis,MA 02601 Office, 508-862-4644 Fax: 508-790.6304 Date: 7-25-1`( Sewage Permit# aG l - '3 31 Assessor's Map/Parcel 107/ 17 Installer& Designer Certification Form Designer: SC Eq'J[0ee,6nS. ToCG Installer: CQ(��w:de C-anterectse 5 LGL Address: 28511 Cron,oe_rc K�htu� Address: 1, 53 Co.nmucr-1 SkCee,+ Easl wcre.hQm MR o 38 NGshQee, N (} 6Z6If q On 9 " 4y G ewiAc� C-4erpti$es was issued a permit to install a (date) (installer) septic system at q% L1 Qvyl �Ar,e based on a design drawn by (address) dated 9" 7^ y (designer) ✓ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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 req ' Inspected and the soils were found satisfactory. ,%VJOF JR. 6. t ler's Signatur CNI No 41307 IJNnI 'TD esigner s Signatur (Affix est er s Wmp Here) PLEASE RETURN O BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILIg NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. .;'u17i:C eonn;tJrsegncrccrtilicatian Ibnn.doc vim Town of Barnstable PO gyp'' Department of Regulatory Services DAMSUM& . Public Health Division Date MA83 i639 200 Main Street,Hyannis MA 02601 ' rfl)rylp't A Date Scheduled Lk/ Time � Fee Pd. t Soil Suitability Assessment for )sew, '.e D's os G Performed By: N(cAat,( Ccolt FO o e:ET cSt; Witnessed By: f LOCATION&GENERAL INFORMATION Location Address Owner's Name sTLPIf EjJ S A 0tJG SPi tkd! _Vf 6 `'("f 1'(�M r � r Address i�4 l t A&l L/ )6 djb_ ?rt LV i LL9' - y Assessor's Map/Parcel: I67/ b f Engineer's Name dAPe),J 61>e;, Gov-- P j Luc- �d 3G EvlSiv)eert� NEW CONSTRUCTION REPAIR Telephone# ,SOE-47�_.alai 1 _ •�-273-6 377 Land Use St�y� f~,LZ JweAiitq5 Slopes(96) f''3 Surface Stones Distances from: Open Water Body ft- Possible Wet Area 1 ft Drinking Water Well ft Drainage Way ft Property Line 7/_6 ft Other ft SIMTCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) See- a+'+ac�n cl P1rs✓I Parent material(geologic) O�U_3165r 1 Depth to Bedrock ^ Depth to Groundwar r. Standing Water in Hole: 7 12 4 b�s Weeping from Pit Face Estimated Seasonal High Groundwater 7 ►210 w 5 DETERMINATION FOR SEASONAL HIGH WATER TABU Method Used: '1Xte.CA OioSeAJQ bavt Depth Observed standing in obs.hole: 7 l 2h In, Depth to soil mottles: Jn, Depth to weeping from side of obs.hole: — {n, Groundwater Adjustment ft. s Index Well# - Reading Date: Index Well level Adj.faetor a Adj,Glroundwater Level,— PERCOLATION TEST Dote " /y nme 0,7_o1 Observation I Hole# Tinto at 9" - 4 t� 1 Depth of Perc yo�58 '' Time at 6" ` Start Pre-soak Time @ 5a", Time;(9"-6") End Pre-soak �D: •sa"� Rate Min./Inch Site Suitability Assessment: Site Passed yes 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:ISEPTIC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# I +2- Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,.Stones;Boulders. orlsistency,%'Gravel) 6- 8 3/l _ y6-1 6 G H CS Z51'16 1oels e- )DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsisten % 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. Cons' ten a Flood Insurance Rate Mau: Above 500 year flood boundary No— Yes . Within 500 year boundary No✓ Yes r Within 100 year flood boundary No Yes 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? *5 If not,what is the depth of naturally occurring pervious material's Ceftification I certify that on !y^2711 (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 an experience described in 10 CMR 15.017. Signature Date ���/y Q:\SEPTICIPERCPORM.DOC LOC7ATTION SEWAGE PERMIT NO. VILLAGE I N S T L R'� NAM i ADDRESS Of 6UILDEIt OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED i �-.` ,. `N b �� . . �s � G� �� O- S No._...........I....... THE COMMONWEALTH OF MASSACHUSETTS Fim ........ BOARD OF HEALTH �C4, ........ ..._0F................/ Appliration for Dhipasal Works Toustrurflutt thrmit Application is hereby made for a Permit to Construct (�1 or Repair an Individu Sewage Disposal System . ...........4:�D.,]..................1.1...... . ................................ ...................... )Location-Addresst7.................... N Owner Address .................................................................................................. .............................. ...........? Installer Address Type of Building Size Lot... ...Sq. feet U 0 Dwelling—No. of Bedrooms............... Expansion Attic Garbage Grinder 5----------------------- Other—Type of Building ............................ No. of persons............................ Showers Cafeteria Other fi t - ---------------- -------------------------------------- -------------------------------------------------------------------------**---------------------Design Flow..................... allons per person per day. Total daily flow..._..._.... 51 Q..........gallons. 04 Septic Tank—Liquid capaci allons 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 ( ) 0­1 = A - t,�ft..g n........ Date........Percolation Test Results Performed by_______________________1'.J/..... ...L Test Pit No. I....L.-Ue!.minutes per inch Depth of Test Pit---- I_eZ... Depth to ground water... rX4 Test Pit No. 2._-�_ '__minutes per inch Depth of Test Pit........ ......... Depth to ground water-..-.eoA,,,64)tt.4C4e,^-o,' P4 . ......................ft............4i----------------- ......7...................................................... 0 ....... Descriptionof Soil..................................D. ........................................................... WU ................................................................. ........... .................................................... ................................................................ ....................................................................................................................................... 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:ITS 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issue the board of th. Signed.................... ..................... ...........................I........ ............................... D t Application Approved By........... .... . .. ............................. --------*----------- Date Application Disapproved for the following reasons:_.......................................................................................................... ................................................................................................................................................................................I........................ Date PermitNo......................................................... Issued................................................... Date ——————————————— No., ^...0 a , Fn$.:�.5.-�'......... :- v THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .. . __'.. j ,gyp Appliratiun for Disputittl Works Totmtrurtion rrntit Application is hereby made for a Permit to Construct (' ) or Repair ( ) an Individual Sewage Disposal System at: .-T ................-..........�-{... .�... ........... --(........'�- a .... «, �,: " ....................... Location-Address r� - '�r Lot No �Af j ......................_....t;a -- lt.- - ?/ r... '�. t ,/ ! rs�l 7 / �� --•••- ---•----•-•••. ... -•-•-----••----•-••-•_._. ......................... ....... . W Owner ..� Address ............................... _ Installe Address Type of Building - Size Lot..__----_-----n.!r...Sq. feet ..� Dwelling—No. of Bedrooms................_ t ... .................Expansion Attic (, j Garbage Grinder,( P., Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures -----------------•-----------------------.............................................. ............................................................. Design Flow....................4..�.•. gallons per person per day. Total daily flow.._......... : .. ..........gallons. W . 1 WSeptic Tank—Liquid capacity.. `(..! allons 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_______________________-..��:cf�?.�' ... +:........ �',��'� a � = •----- Date-------•� •- - Test Pit No. 1....�__�:?f_minutes per inch Depth of Test Pit..........f. . Depth to ground water----;Wr:l���` f14 Test Pit No. 2... ,{L '`minutes per inch Depth of Test Pit........I......... Depth to ground water.... P4 "_+•U..................•--'i9--...---....a-F-•---------^. .,_. ................_._------............----------------•---•-.--------- O Description of Soil------------------•------•------- .. '..L!�-.....-- - ,�.f`I_ .... ..... .......................................................... � W UNature 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 TTT1,;. p 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. ,r`f Signed .......--•-----•......--•.................:c_.. ............... ................................ •••---•--............i...._•...._ ae Application Approved BY 3..G.t Date � Application Disapproved for the following reasons:.............................---•-•-----••------•-•--------------•-------------------......................... ------------------------•--------......-•----•--------•--.....--•---•----......-----•----.....-------•---------------........•------•-•------•-----------•••••------------------...-------•------....... Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............ .... °"�� OF................�".::`.!"►:...f<�.It`�.��... ..... .... Trrfifiratr of Toutplittnrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by--------------------------------------- ..,`' c1 " ........... _. . ..r_ /........................................ ... .e�.__.... .._. '+ Installer at................... ........••-----.. ....................... " '`' ''�2`*C• has been installed in accordance with the provisions of TI T L; j of The State Sanitary Code as described in the application for Disposal Works Construction Permit No...... .............. dated_............................................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SAT4 FACTORY. DATE........................................... ------------- Inspector--------,--j,, ,Aee-e............................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Q4-`"l.... ......OF F...............L. !C��Zt 7 t�r���? � �.3. ..� ................. .............. ............ No...... ..r�E; FEE.•...................... Permission is hereby granted..................... 1 "........ to Construct (.-')for Repair ( ) an Inndividual Sewage Disposal System atNo............................................. .....= ...............................................--" --•-•-•------•...........................-•..................................... Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... .......... > -.=!` ........................................... — DATE.......................................el?-ol .- -.• rBoard of Health FORM 1255 HOBBS & WARREN. INC., PUBLISHERS ' rr� rR ` iYJZrYi ` iiHii 6 1 w. Ikea ►�9. LoT 23 Q�<o B S' � G c.P� Yti I( EL = \._._.—•_._.--ter__ _._.....�.1--� ,� EL 4b 4 0, ��GG�\ 4'gAcHw6' I-DT �� ' 64"` m a ��tN OF MN, ,ter 24 t `� I�OYO V-6pa ` y Fuu a S2.o N0.M74 L-r wi n-n J + O 28 x� 50 5 — .� i �I8Tg�+p� r I'LS A L. � j i s No SURD 5Q Ag 4 ,a fir P�fyA \ n/ r � z 1 r i 20. c> .F P.' in s 8, Q s, f3. LEGEND CERTYI`1ED PLOT PLAN `EXISTING SPOT ELEVATION 0 , s9 EXISTING CONTOUR --- ® �--�� o� B FINISHED. SPOT ELEVATION ;;; A� Lo 11 L/AM G �lyE C^ nlT r ti/f-'1: FINISHED CONTOUR O_.r�--. RSE ti -- ' Q No,;,10951�QIN APPROVED s BOARD OF H EA.LIN p o y� ; nos- 4 'i�i •�l � � � DATE AGENT SCALE$ / " = 50 DATE gfi2�E3 L R€DGE ENGINEERING C41 IN I CERTIFY THAT , THE PROPOSED EOISTERE REGISTE'RED OH .NO: L BUILDING SHOWN ON THIS PLAN CIVIL LAID CONFORMS TO THE ZONING LAWS ENGINEER UR OF :.NARNSTAB E, SASS. 712 MAIN STREET,,. CH. . N Y A OJ N I S, M A.S S. . � �_. SHEET. ,. O!* :2- DATE._...-- --G. LAND SURVEYOR 2d FT.. .M/N. n /YOTF /F E/TNER THE S� 0 TA.N.K OR j-E�4GN/NG .P/T ARE /"JORP 7-,L �A.''V /Z"BELooW /D iaT M/N. r.?AOE� .�1 24 0/AMETEK CONCRETE C 'lip I S/�A L L BE B R D GlG N T TO G RA X T,QA CJNCRCTB i ,} PVC 0/Pf I /••VE.4Vy C�1 ST IRON COi/ER Sh'�4GL 3t USEJ M/N. P/TCN • - L` SZ:Q coVERS �B'PE,Q FT i 1 /F/N DR/✓SWAY i TE I 4 I •-2 � M/N. ,A, a GR.�oE cc� ✓E.4 j U941/0 LEVEL �. F is 2•LAY-R IRON P/TPE • MIN. P/ GZF ' tr� TG1l GAL. . ► • ♦ • • . . n • v I V4'PE�c IT SEPTIC TANK D/ST, o ♦"b 1 • . . . , n a WA SHFO ST✓,vE is a � BOX o • o • 1 •� $ • • s . • � �•e � .Q v ♦ e 1 • •ERECT/VL • ♦ 3�4 - �2 • • ° . • • DEPTH • • • v o WASI/ED STO.YE Q t r RE A.. P Gas EEP• • • . S E . 1 • s R G I8$.s X 2.s 471 GIfl • �, . p lNfieRT CLEVATIONS a ♦ • + • . ..• 1 e ' o F/7 OR EQU/V, INVERT .4T.OU/LD/NG 4-9.2 �T. 7 8.`� x i.a 78 G/ JNLET SEPTIC. T.4A K 49.o ' FT, � l O FT.. D/,Al+4. C SEE TfIBULATION> _q ` OG/TLET SEPTIC TANA<,. 48,8 FT, r 4 OuND W TER T G INLET'D/STR/�l/T/ON BOX � •� FT SECT/ON a F R f� AdL E 48.4- B F7. /NLFr LE.4cN/ivG .�/T 44.2 Fr. 5EWACE. 015.= SSA L .SYSTEM T P AQULATlON LEA.CH//YG /T OIMENS/0/V A 2.S FT. SCALE DESIaM CR/TER'/�l D/�f.enrs/oN 8 Fr. NUMBER OF BEDRaOMS 3 D/HENS/ON C 4 FT.. MIS CAA?,CAGED/SPO-SA L UNIT 'ON SOIL. LOG TEST TpTAL EST/MbSTED, FLOW 33U o,4L.1,oAY' SO/L 7TEST 01 SOJL 7ES7*2 /SLUMBER 4'`ACNtNG PjTS_ I EL.:'Y ELFV. ,DATE OF SOIL TEST MA IL• . . ACH M6 P/T _L8 S PT. SIDE LG ! PER W. LOAM RESULTS WITNESSED BY JG %kC'1fFf'OB{� 807"TO/W LC74Cp/%NGPER P/T g SQ. FT.' �J 1-46-RC0LAT/0N itgTE ,*I Lo- J+f/Nl/NCN TOTAL:LEAGN//YG`AREA SQ. or - T25P.�1L. fAERCOLAT/pN RATE A AQ QESERiiE L�4G'tUNG AREA SQ. FT. /U C P � V 7 S' 6 i6 7 L� LBE � D z o A cA odAE s ( f`Ro.10951 2ssu�o -O 'P4. �LOREDG�ENGINEFR//VG CO /NG 7/ / M � L4 y S 4 • 8 Z MA/N S T. f/Y�l,c/N S, .q SS. �c. 0 L. h P!A q 0 � R 5 U - �,( NG'G OUN Yi/ TE O r, �►>►�� 1051 R. [7 R ENCOUNTER. r- r _ DA?E 43 c8 GR O UN0 LvA TE>P A T EL E✓. _ JOB No: : /il t SHEETOF 'L 7 (5> N � IN ,'�,� � 2''a" 8'•a' k'-6" 7'-7" 1 '_��� y,,p,: N NM2 1 41't91/T'M a I S —+ n � z cs�i5-cls -77 �i x RM IJ Li L Chi� X OP N3� � i� 000a -— 90f a 9 X 12'-6"s E)a5f �''� 7 (EXISnNW �ds Q © � �X a II !? !? Exlsr. � m m � 6ema t� T— �� 0 ~ EXIST CA R �x REP A Z: z005f 005f. C1 0 z z �n v� 24'•d't (EwSM z o Ia NEW ADDITION FOR: DESIGNED/DRAWN BY: II COTUIT BAY DESIGN N ANNE & STEPHEN SPILLANE 43 BREWSTER ROAD ^F""' N 644 LIAM LANE CENTERVILLE, MA 5 8)5 9E2699A 02649 T.O.F. EL.= 51 .3'± FINISH GRADE OVER D-BOX= 44.8'± FINISH GRADE OVER CHAMBERS= 44.83'-44.20' 3/4"TO 1-1/2" DOUBLE WASHED SLOPE @ 2% MIN OVER SYSTEM GENERAL NOTES . PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& RISER TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE OUTLET TO WITHIN 6"OF F.G. 0 2"OF 1/8"TO 1/2"DOUBLE WASHED F.G. OVER TANK EL. = 49.4�+ 5"DIA. OUTLET(S) MIN SLOPE 1 /o BOX TO F.G. (SEE NOTE 21) STONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES. --- 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE „ " TOP OF SAS- 41 .$3� PLACE RISERS ON ALL DESIGN ENGINEER. PROPOSED 4" 9 MIN. 9"MIN. CHAMBERS WITH 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL -EXISTING 4" SCH.40 PVC 36"MAX. I 41 MAX..00' 36" f INLET PIPES TO 6"OF SEWER PIPE � 7.. BREAKOUT EL = 41 .50 FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED. SEWER PIPE 6" 3" 3" DROP MAX '-F 2" DROP MIN 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 3 9 MIN. L=34 _ PROVIDE WATERTIGHT ELEVATION =41.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A �JOINTS (TYP.) 10" 4" PVC IN SEPT C TANK 4" PVC OUT TO o 0 °° ��� O p 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" *46,8�± o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. O LEACHING FACILITY : 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. CONTRACTOR TO PROVIDE ` op o o T SPECIFIED DROP BETWEEN INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL 41 .37' MIN.12- 6„ 41 .20� 2� op °° 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUTLET TEE 0 0 0 0 0 °° o 000<0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE 6" CRUSHED STONE °° o o oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY op 001 o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE I i 4.0' 8 5' (TYP) - 4.0' 4.0' 4.0' AND DESIGN ENGINEER. L5 OUTLET DISTRIBUTION BOX TMP) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 50.00, ----- -~--- TO BE INSTALLED ON A LEVEL STABLE 25.0' ( ESTABLISHED ON CORNER OF BULKHEAD AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 3900' GROUND WATER ELEV.= < 33.9' 41. 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 2 - 500 GALLON CHAMBERS 5'MIN. CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES CROSS SECTION VIEW TO AN WORK TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. "CONTRACTOR TO Y EXISTING SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL CHAMBER DETAILS ELEVATION PRIOR TO ANY WORK & NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER IF DIFFERENT. 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 L1'� PERC NO. 14453 APPROPRIATE AUTHORITY. ZONE 2 / sn _ INSPECTOR: Donna Miorandi, RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS * .. •I EVALUATOR: Michael Pimentel, EIT, CSE LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE �, +i*w• - `' « C.S.E. APPROVAL DATE: Oct. 1999 THEY SHALL WITHSTAND H-20 LOADING. � • �'�"-- DATE: August 18, 2014 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. ••* w • ` TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE a ' C! • MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. • • • ,� * ELEV TOP= 45.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, MAR 167 * ` • ELEV WATER= < 34.5' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). BLOCK 16 ` +M -- . • 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN LOT 18 MAP 167 , ** !LOT 40 PERC RATE _ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. '1 � * �.,:`.. + S85°03'21"W j ' • DEPTH OF PERC = 40"-58" 16. PROPOSED PROJECT IS LOCATED WITHIN: 183.70' LOCUS TEXTURAL CLASS: 1 ASSESSOR'S MAP 167 BLOCK 16 LOT 17 - - U.P. M ° OWNER OF RECORD: STEPHEN &ANNE SPILLANE Z 1124 w EXISTING 1,000 GALLON SEPTIC TAN; a `' 0" 45.00' ADDRESS: 44 LIAM LANE ! ` ' Loamy Sand cn o TO BE UTILIZED IN THIS DESIGN U - '�. A MAP 167 ) ,� 10Yr 3/1 CENTERVILLE, MA 02632 ry .- g° 44.34' i I BLOCK 16 EXISTING LEACHING PIT TO BE , FEMA FLOOD ZONE X LOT 17 PUMPED, FILLED WITH CLEAN C _; B Loamy Sand I COMMUNITY PANEL# 250001C 0563 J - 23,863±S.F. COARSE SAND &ABANDONED 8 ..W. 10Yr 5/8 BC • 40" 41.67' 17. DEED REFERENCE: L.C.C. 144804 i BIT. DRIVE\� I . ��� i w Perc 18. PLAN REFERENCE: L.C. PLAN 37478-C 58" 40.17' ti •, ( F` a. `- 4 19. ALL DISTURBED AREAS SHAL'_ BE RESTORED TO ORIGINAL CONDITION. ` Z -- GAS " • fr �Q * • // Medium-Course Sand j . - • �. - C 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY • t 2.5Y 6/6 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY w MAP 167 . , a DECK LOT 41 �,�, • * � `� • FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. o r \o / • # + L+ * tia 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A I #44 _46 - - - 1 • DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A i \ o � s (n EXISTING �o o LP 14"OAK REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. m N 3-BEDROOM J < z o N DWELLING �'� LANDSCAPE XES LOCUS PLAN OC - cg TOF 51.3+- / PR. D-BOX Rl � m SCALE: 1" = 1000' i 126" 34.50' f / TP 1 73.9' No Mottling, Weeping or Standing Observed 45x0' '`-- N° 1 DESIGN DATA TEST PIT DATA LEGEND � u_ I1�wF i }O - `--- PERC NO. 14453 O -PROPOSED I INSPECTION NUMBER OF BEDROOM (DESIGN) 50x0 EXISTING SPOT GRADE S3 INSPEC RS INSPECTORDonna Doran i, g� EVALUATOR: Michael Pimentel, EIT, CSE 48 /D� �� PORT 1 DESIGN FLOW 110 GAUDAY/BEDROOM - 50 - - EXISTING CONTOUR I J 44x4l C.S.E. APPROVAL DATE: Oct. 1999 N87046'31"E / TREELINE - \ - TOTAL DESIGN FLOW 330 GAUDAY DATE: August 18, 2014 PROPOSED CONTOUR PROPOSED 2 - 500 GALLON DESIGN FLOW x 200 % - 660 GAUDAY 189.05' LEACHING CHAMBERS TEST PIT#: 2 F5_0_1 PROPOSED SPOT GRADE WITH AGGREGATE USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 44.40' Benchmark GAS EXISTING GAS LINE Bulkhead Comer MAP 167 ELEV WATER= <33.9' A rox. M.S.L. /H/W EXISTING OVERHEAD UTILITIES Elev. =50.00' BLOCK 16 PERC RATE _ LOT 16 SWING-TIES SCALE: 1" =20' DEPTH OF PERC - W W-_- EXISTING WATER LINE INSTALL 2 - 500 GAL. CHAMBERS w/ AGGREGATE - DESCRIPTION HC-1 HC-2 SIDEWALL CAPACITY TEXTURAL CLASS: 1 TEST PIT LOCATION CORNER OF STONE(1) 30.5' 49.3' (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY (250'+ 12.83')(2 ) (2' ) (0.74 GPD/S.F.) = 112.0 GAUDAY (� (� EXISTING 1,000 GALLON SEPTIC TANK CORNER OF STONE(2) 55.4 . 59.2' 0" 44.40' Loamy Sand PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE CORNER OF STONE(3) 57.8' 70.1' BOTTOM CAPACITY A 10Yr 3/1 CORNER OF STONE(4) 34.7' 62.0' (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 8" 43.74' p PROPOSED DISTRIBUTION BOX - -- - -- - (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY B Loamy Sand 10Yr 5/8 O PROPOSED 500 GALLON LEACHING CHAMBER 40" 41.07' TOTALS: Tj1T/7T/Tl7T1T REV. DATE BY APP'D. DESCRIPTION TOTAL NUMBER OF CHAMBERS 2 -- -_ TOTAL LEACHING AREA 472.2 SQ.FT. + PROPOSED SEPTIC SYSTEM UPGRADE TOTAL LEACHING CAPACITY 349.4 GALJDAY Medium-Course Sand C 2.5Y 6/6 PREPARED FOR: CAPEWIDE ENTERPRISES DECK LOCATED AT #44 EXISTING E 44 LIAM LANE 3-BEDROOM MISCELLANEOUS NOTES: DWELLING CENTERVILLE, MA 02632 TOF = 51.3'± SCALE: 1 INCH = 20 FT. DATE: SEPTEMBER 7, 2014 � 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC 126" 1 33.90' 0 10 20 40 80 FEET SYSTEM COMPONENT. No Mottling, Weeping or Standing Observed 2) PREPARED BY: 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED RESERVED FOR BOARD OF HEALTH USE JOH L. JC ENGINEERING, INC. LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. �HC-1 ' --� CH ILL JR. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH T C 'IL "� 2854 CRANBERRY HIGHWAY TEST PIT DATA. (1 O O ^' N 418 °° j�,�F EAST WAREHAM, MA 02538 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS ONLY. SITE PLAN .___', 3) �,:s STE - _. 508.273.0377 "_ (4� ----25.0 Drawn By: JLC Designed By:JLC Checked By:JLC JOB No.2848 SCALE: 1 -20