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HomeMy WebLinkAbout0099 PATRIOT WAY - Health 99 PATRIOT WAY, CENTERVILLE A= p 2 UPC 12534 No. 2� 1153LOR �OOSr.GONSJ'�� HA3TINQS, MN TOWN OF BARNSTABLE LOCATION SEWAGE# �-61 6 f VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. 9— C. I . SEPTIC TANK CAPACITY -C- t 1 000 A-Acf— 11-le LEACHING FACILITY. (type) (size) f�-/O lTi4�i'c �fi?is7 irJ NO.OF BEDROOMS 3 OWNER 'LoJL PERMIT DATE: COMPLIANCE DATE: 117111 Separation Distance Between the: Maximum Adjusted Groundwater Table;to the Bottom of Leaching Facility -4—S Feet Pr-ovate Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachmi facility) �f Feet FURNISHED BY t4J ,17 b� y7J�� f}� �4 �b� No: lJ ✓(Sl / l Fee �.- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Bisposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(<) Upgrade( ) Abandon( ) ❑Complete System endividual Components Location Address or Lot No.99 rlo4- Owner's Name,A_ddr-eIss,and Tel.No. Assessor's Map/Parcel /Q!2 'Aa3 %��e at�LL��o_� qq 7 IvP o3e-. :4- Installer's Name,Address,and Tfl,No.6b8 tjl;?$- 135.34- Designer's Name Address,and Tel.No. 5_0q' 0vr4ol® ,0onsFn, c�n,2nc ys �ty� Rd- A'vnr►c g3��9ar� Type of Building: Dwelling . No.of Bedrooms J Lot Size it,733 - sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 336 gpd Design flow provided 3.3( gpd Plan Date 0(; o a 4•o n Number of sheets qq / Revision Date Title r�l� P�tn T �0�1 IO/`I 1�/ rnf71/�TN�Srt Size of Septic Tank eXI`S G j000 n!Q` /Y11� Type of S.A.S. a (1 ,�� j0 9.93 c,� Description of Soil off. e I fC,o� Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and main_t=an4 of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmen , ode a not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sign -- Date " i Application Approved b. Date Application Disapproved b Date for the following reasons Permit No. Date Issued No. Fee_ 160, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplication for Disposal 6pstem Construction 30erntit Application for a Permit to Construct( ) Repair'O Upgrade( ) A�b anddon( ) ❑Complete System ®`Individual Components Location Address or Lot No. �'a r�� - _ OJcw-CJn�1e1r's Name,Addrress,and Tel. - 9WC, (79 [Nio r�f©�t L.rf.�.�e..f Assessor'sMap/Parcel/qg I;3 �1� -�f (Y�,,�f+'" Installer's Name,Address,and Tel.No.`706 y,9$- e Designer's Name,Address,and Tel.No. 57053-`�_1/5-'7,// ('bur#o6tt:,,0& sFgcm;,nc vS`Z)jurtr!� Pd to l/ ?i �( t ra�u " Type of Building: f ✓ Dwelling No.of Bedrooms 13 Lot Size /G 933 .}. sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 33(o gpd Plan Date 0(_- 4r,r U• ,96 12 / Number of sheets / / Revision Date Title Size of Septic Tank e_x c, •iAc, ,M00a.o P 4%A-,k Type of S.A.S. c2 - StXsr��f"fi Description of Soil 1 Nature of Repairs or Alterations(Answer when applicable) .✓.y d Date last inspected: Agreement: The undersigned agrees to ensure .- � the construction and maintenance of the afore described on srt sewage disp al system_inr,_•_ accordance with the provisions of Title 5 of the Environmental, ode and not to place the system in operation until a Certificate of r Cor�piiance h s been issued by this Board of Health. Date �Aplication Approved �_ Date // 241 "1, Application Disapproved bYA- Date for the following reasons Permit No. Gry '" 36 ( Date Issued I It ;_P6 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the/On-site Sewage Disposal system Constructed( ) Repaired,(<) Upgraded( ) Abandoned )by Y,�,flf`F011- ,!i (r�Z►-t!,,-�nx- I�l CAI - i at- d Q 9- 4- i o+ t�,t,,,., Caw i roa 1e has been constructed in accordance ! with the provisions of Title 5 and the for Disposal System Construction Permit N�o. 8—3611 dated If 12&/-Zr ? Installer !'aAr t r�YtraT�tac�-t Cn'� i ns . Designer Lt/ice Ar- l �.r.K1 C �,.�-,t„*'p,z,�. -4/r #bedrooms Y e .� Approved design flo ��-��� gpd The issuance of this permit shall of b! co 0 ed as a guarantee that the system wil Nno d� igne . Date l Inspector C - - --.------- - _ - - - _- -. ---- =- - -- -- --- ------------------------- No. �V �• Jl Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Vermit Permission is hereby(�grraantedrto/Construct( ) j Repair(�) Upgrade( ) Abandon( ) System located at 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:Constructi n must be completed within three years of the date of this permit. Date 6 Approved by r r -15-2019 23:29 From: To:15087906304 Paee:1/1 Town of BarnstIble Rega ktory ,Services Thomas F. Geiler,Director ------ MAM ]Public Health Division eo ° Thom zs MdKeau,Director 200 Main Street,Hyanuis,MA.02602 Cffica. 568-8624644 Fax: 509-790-6304 )hsWler&-DC5j aner CertfcatiOn IFO_rM Date:. � /� � sewage]Perna ��� `-36/ Assessor's!MapTaa•cel pDesiper: Owe _ ][»I lfler: Add&ess: 3 7 tea : 1c - rld - -- - iS r�'1 w s issued a pan-nit to iiastall a ,D septic 1 stem at ( a, I rio 7L- ()a based on a design drawa by (address) �1 / /��� dated /0 c�Y /4` (design _ ... �I certify that&a septic system referenced above was installed substantiallyaccording to the design, which may include.m mor approved changes such as lateral relocation of the distribution box and/or septic tauh Z 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 Regullations. Plau reviaron or certified - ' t by designer to follow. ZHOPMA,, DANIELA. y OJALA (honuer'sSignature) " CIVIL N No,46502 � ` 4rs ra�``O�``4 � — ONAI ECG (Designer's Sig>�ature (Affix Designer's Stamp Here) ]P1 aAn BATORtVT TO ]BARTSTAM]E U-C HEALTH DMSLOR. C�7CW- ATZ OF COWL C� WII.L OT L%U= UMII, H TEO AND A S-�.T CA18TD ARE ]!V,CEI` D BY TIE AAMSTA]6 ]E F1( IIC H E LTTH ID SI® Y011 Q:Hcalth zoptic/Dcsig=Cmtifice4onFo=3-26-04.doc a. tHE Town of 1 arnstalble P# �OF Tp� Department of Regulatory Services * BARNSTABLE, : Public Health Division Date 19 MASS. -rJ qua 1659. �e� 200 Main Street,Hyannis MA 02601 l a ren rna�a Isl Date Scheduled 16"A5Time (.,! Fee Pd. 'n ,Soil Suitability Assessment,for Sewage Disposal Performed By:_b o ! -e l GCn SL( I(/ e S ��Q Witnessed By: LOCATION& GENERAL INFORMATION q 6 Location Address wruor I w A y Ovaier's Name —WN M-VecC 1+1 Q n�,�/`�V ^ Address Assessor's Map/Parcel: (-!2[2Z3 Engineer's NameDowti Cke 5Na(N GR ( r NEW CONISITRUCTION REPAIR Telephone# 5b8-%2— 54 Land Use �(/O J`e d Slopes(%) o Surface Stones e Distances from: Open Water Body'//vft Possible Wet Area 7/�ft Drinking Water Well Drainage Way /O�/ ft Property Line �2v ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) ti -o IXI Af 4- 7 Parent material(geologic) 1 Qc t'a 1 14(ma ch �0 Depth to Bedrock Depth to Groundwater: Standing Water in AHoole: N/A Weeping from Pit Face / Estimated Seasonal High Groundwater , /V IA UERNINATION FOR SEASONAL HIGH WATER TABLE Method Used: UV-t7— Depth Observed standing in obs.hole: 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.Groundwater Level PERCOLATION TEST Date Time Observation I Hole# - Time at 9" Depth of Perc Time at 6" Start Pre-soak Time @ Time(9"-6") End Pre-soak / h Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) A/ 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# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel G- L 2 �-3z I yR 7 DEEP OBSERVATION HOLE LOG Hole# 2 Depth from, 'Soil-.Horizon Soil Texture Soil Color Soil I ,: Other. Surface(in.) (USDA) (Munsell) Mottling., (Stricture,:,Stones,Boulders. Consisienc %Gravel DRY -3 sL 5 �1y DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. Consistency,%Gravel)_ DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. Consistency,%Gravel) Flood Insurance Rate Map: I / Above 500 year flood boundary No— Yes V Within 500 year boundary No ,V/ Yes Within 100 year flood boundary No V Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Xe � If not,what is the depth of naturally occurring pervious material? Certification 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,expertise and experience described in 310 CMR 15.017. Signature , ' Date Q:\SEPTIC\PERCFORM.DOC , LO CATION ,. S E�,. G E PERMIT NO. 13A iliJ3��v (� el— VILLAGE &6s nq� INS A LLER'S NAME i AD RESS BUILDER OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED � ,��_ 7ff. r 6' to C "Q34 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Application is hereby made for a Permit to Construct ��or Repair an Individual Sewage Disposal SysM at: Owner Address Dwelling—No. of Bedroom ,C< yp z Other Distribution box (1407 Dosing tank Percolation Test Results Performed by.... Test Pit No. 1........2—.--minutes per inch Depth of Test Pit---- .... Depth to ground water. ---------------------- The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TLIT�Y-Z 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has beep jssjA by the oai d health. Date Date � Application Disapproved for the following reasons:............................................................................................................... ' ...................................................... ...............................................................................................................................'------- Date Permit ------------------------- »"te � � ��� No. ?! r ass.............................. r r , THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........... - �.._ _.. . •- Apphration for Biipoii al Work,5 Tontrurtion rnmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ..: .......... ......« r:...........��..............':I_...................... .................��r�.�.:r._ ..-l..t ................................. v t .�'c/j_Addkess�-,',T{ I--Wit!(.1.1, � ! or Lot No. - -• ..... .........._ ....�....... � -•----•'£' •. t Dc t`}`^'�--•--- i ..5..............•-•'•~ •"1-----�--i---`-y•---r, ._` t,��7:..�f lt:3.. ti.g.. .�'4/ }�-'�'3'':,j �a- W V („l1...1 C) I11('/ � 7 Y IAd e�ss�.J a ................. } _ lrc A q ~ $ ,-....> `. . `f..r:Sr—------------------------- � � ��/� �,..,/ \ Addies�s , Ty,Wof Building ��� Size Lot__�.&__9F.:' Sq. feet Dwelling—No. of Bedrooms............ �------------------Expansion Attic Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures .------•---•-----------•-------. . W Design Flow............................................gallons per person per day. Total daily flow--------'? -_-----..-__-.•.__gallons. Septic Tank—Liquid capacity/de�e}.gallons Length................ Width................ Diameter---------------- Depth................ W Di Width Total L h Disposal Trench—No. .................... t __..____....._...... otaengt .............._ Total leaching area---- &..sq. ft. Seepage Pit No......t............. Diameter.... ',.-_- Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box.00 1 osmg tank ( ) hY r ` j +, '-' Percolation Test Results Performed by...`R Ldcx- �?.�.. Date as Test Pit No. I.......P,_._minutes per inch Depth of Test Pit...........' .... Depth to ground water..... ._._.__. t% Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ...............................................•----•---•-------•---------------------•-••----•------ D Description of Soil------.2_ 0 Y' x 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 TIT .; p 5 of the State Sanitary Code— The undersigned further agrees not to place the system in "operation until a Certificate of Compliance has bee i ed by/the boaro/of health. Signed---~=----.--- ••'.r' f ._. %G' ;9.-' Vie'-`•--•- --------------------•---• Date ApplicationApproved BY-................................................................................................. ........................................ Date Application Disapproved for the„following reasons------------------------------ I-,........................................................................... ........!�!�. '• .................. .............••-•-............. . -----•--....._ Date Permit No. -•-----•--------------------------------- Issued ................................. r Date E:.. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTHi,TM w Trdifiratr of Tontph anrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( } s�'' 1'� '-•, • �Instal2ea �_.� ...J � rat �1 at....- . - •-------�-•... .__... `��' i`_ * -e)} y 1 l has been installed in accor ance with the provisions of � v L ,� j of T_4` tate Sam-dry Code as described in the application for Disposal Works C`nstruction Permit No.___;.................................... dated..._._:_- __...._.. ..................... THE ISSUANCE OF THIS 'CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. � DATE. -----•• ".ell .:............ .. Inspector ' - ........................................................................... THE COMMONWEALTH OF MASSACHUSETTS 7� BOAD OF HEALTH _ , .�... No......................... Pam'. �� Iia "fi/ _ FEE........................ Ropo,oaf Workii Ton,itratrtion Vamit Permission is hereby granted.......... to Construct (� i Repair ( ) an Ind l d al Sewage f Disposal-Sys Stre • as shown on the zTplication for Disposal Works Construction P/ . No: ed..........................:.............. •-------------------............................................... •..------•.-•-----••--...--_..... ✓ Board of Health. DATE. FORM 1255 HOBBS a WARREN. INC.. PUBLISHERS `1 vim'•✓� � �.� ':•.,,, �* ' .r. rp^ r"'2,... L0 T / 'Z �6, 93 17 5,� n ►E-za - tl.O N LEHCH.P/T J ; l00 �� .- " p Q ._ ErPANS10d c I000rAL,tl n y - 1 N N '' { , 3Z S £ fm Cb' t y,• � !� by} �f.^, • ._ , .J�`� ,:' 1 �t2 2000 , -1 r'•, 5555 7 t ' / 1 n RGBERT c ,,y.�• BUNIKIS n No.22162 0'Q , — �I ONA-- L EGEND — -- _ 'EXISTING SPOT ELEVATION 0„0 CERTIFIED PLOT PLAN ` EXISTING CONTOUR - - - O - - - �07 / Z p� Ti�ioT 4FINISHED SPOT ELEVATION E0 _0 FINISHED CONTOUR - 0 7 G��7ll,T .2_.✓/ !_LE APPROVED BOARD OF HEALTH--. _r DATE AGENT SCALE / -�lv / DATE /0/" 7 , . LOREDGE ENGINEERING CO. IN� `CLIENT �___ �✓Erzl✓c2 I CERTIFY THAT THE PROPOSED p. EGISTERE REGIS'TEREO JOB NO. ?r_! o 4---- BUILDING SHOWN ON THIS PLAN CIVIL L�ND CONFORMS TO THE ZONING LAWS ENGINEER SURF EYOR DR. _ _ OF BA NSTABLE , MASS; 33 NO. MAIN ST 712 MAIN ST. CH. BY: .13__ _j- S0. ,YARMOUTH, MASS, HYq, ;NN-IS, MASS. J ,� � - v f^ 1 SHEET �;OF ?— D�4TE IRWEG- LANr 'D SURVEYOR. R % /VOTE /Ti'r'ER ?"NESEPT/C TAAC OR /F,E N R,. G�ffCN//VG PIT.ARE MORE 7-N.9;V /2"BELOH/ r' /O FT. M/N, _ rRAOE� fa 24"'L7/AM E7 CON'G'.P.ETE COliER S1+lALL BE /9R000 NT TD G/qA LSE..�•1/✓ EXTRA '4~PI�C P/PL CONCRtrE h►EAVy CAST /?o/Y CodZ—R .SHALL !3E CUSEv O,D COVERS RITCq/B �'FR FT. /F/N OR/VEWA Y' p fJ• ir//N. CO/VC.eL�TE A =a: Cf1�A0E COVER /— CLEAN SAND �.�: -- ram, _ L/(�C//D LEVEL . • :- - ��% - q 4"CAST J ,�.�,r 2"LAYER 7, IRON P/PE i 0 0 0 0 s o OF 1I8 -318 GAL.. ° 1 • • . . • .'.- • o •,o� �.yASNFD STY>NE Peer —r SEPTIC TANK D 1ST, a � - � • 1 . . .l 1 1 .•� + q '.;.� BOX v • 1 $ • • r.• /ID 0o e 1 1 1`c EFP N/✓L� • •IP o WAViE0 STONE' � 1 1 1 • I 1 / • c• a / • • . a . � • , p •by — PRECAST SEEPAGE O 0 1 1 • • • • u 1 • ' A v P17 OR EQV/V. f AIVLwA'7 4'L EYAT/DNS P p $ /N11,ERT AT DU/_D/NG ��, FT. 6 D/AM_� INLET SEPT/C TANK S•S FT, i_ FT. D/A.1.►�J. C SEE TsIBULATION> OUTLET SEPT/C TANK 9 S,3 FT //VLET 49/5TR1,3117-/0N r BOX 9 S' "FT, OF GROuNo kV111TER TABLE SECT/ON Ot/TLETD/STR/B[lT/UN BOX 94,9 =7 /NLET LEACH/NG PIT 99¢.SSFT SEN/AGE O/SPOSAt SYSTEM TABULATION LEACH//VG AV T 0 01MENS/ON A DESIGN CR/TER/A ',0/Jy1EN5/ON B T. NUMBER OF 6EDR00S1 3 /HENS/O/V C FT. GAReA6EO/SP05A4 UNIT SD/L. LOG S4011- TEST TOTAL E.3T/M/tTEb FLOW �3 y GAZ-1,0AY SOIL TEST AI SOIL 74=S7 #2 AIUA18ER OF ZL-ACN//Va />/TS_,_ EY. G' O !'`-ELFI! ,DATE OF SO/L. TEST / / 7 //7r S/-DE_LEACH/NG PER P/T ESQ, FT Ir 0 _ / I� RESULYS WITNESSED 8Y%g=a �^��' 5 400TTOM L.Z4CN/NG PER P/T _7,f,-So. pT. cos+ ^t ,fb PL`RCOLAWOW RATE A# Z M//V,/INCH TOTAL LEACH/NG AREA- ?� b,SQ, FT. AEMCO4.A7-1ON RATE fk 2 MI N.1/NCH 4ESERYELEACNI/YG AREA y(� Aso. FT. , r -2--- �,,/E—rz�✓�2 ,F��'/-�• nr\,. - �-T / L PA- T/Z/CT WA.y . ROBERT r\,• ��r✓TC/2 t// L L..E BUNIKIS H ' No. q EL014EDGE E N G/NEER/IVG CO,INC 90 G/STEM :r4 D.`' 7/2 MA//V ST. 33 NO.MA/"ST. f C� NOG%SOUND ,Y1�i4T�R 'tFNCOLI/VT1�RE� NYANN/3 ,MASS. SO_ YARMOUTN�MASS, ..C. - Z ...w- .K• --� p tt, TE,? ATEL.=V GRGUNO Y / : JOB NO. "7 I v SHEET_OF 2 u = +jl" YY•i <. ..'` " t e:2 '.fir .e '., - `` i-,;., R. • -'fie -, ^ .;"3 I I i r � i JL C�I IY7o�� T r-. a I I i � I. l 1 _ G IOS�rUser _.-.-._ ..._.......... i r _ iL NOTES SYSTEM (�/� PROFILE O I ALL SYSTEM COMPONENTS SHALL BE / y y ,v' , ` MARKED WITH MAGNETIC TAPE OR 1. DATUM IS NAVD 88 PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT To SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 2. MUNICIPAL WATER IS EXISTING c\ Route 6 Ser Ice Rd ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE \ TOP FOUND. EL. 75.0' FILTER FABRIC OVER STONE 0 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. eti i MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 73.2 4. DESIGN LOADING FOR ALL PROPOSED PRECAST o Oak Stye / UNITS TO BE AASHO H-10 ° PRECAST H-10 BLOCKS OR RISERS (TrP.) MORTAR ALL 2'm PRECAST RISERS 5. PIPE JOINTS TO BE MADE WATERTIGHT. 72.4' 4"OSCH40 PVC COMPONENTS s" MIN. SUMP PIPES LEVEL 1ST 2' H-1 p Ponds (TITLE 5. 12" MIN. INT. DIM. ENDS BET (T1 P') INV'S EL. 69.4' S DES 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE Three �/ Wertt�ae 10 EXISTING 14 000s 70.23' WITH 310 CMR 15.000 (T ) Locus / a E ➢a�o�o�o� Lake TEE SEPTIC TANK** TEE \71 .1 f'* ° ° ° ° o000 ° °°°°°°°°° \ r DOL Oa° � -0 -��0� 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND o °p°°° °°°°°°°° o z EXISTING I °° °o°°°o°° WATERTEHT D'BOX °°°°°° �o���aacooa °° ° °' (�OC��(��[�000[� °°°°°°°° NOT TO BE USED FOR LOT LINE STAKING OR ANY 0 0 0 0 00°O°° 0 0 0 0 GAS BAFFLE::. ° ° ° ° o ° ° ° ° �o V ° °g°°° FOR LEVELNESS °o°o �� � °°°°°° oa000a\\\o\ '°o ° ° ° ° � o � °° ° ° o000000000o OTHER PURPOSE. n 69.72 69.55 °°°°°°°° °°°°°°,, °°°°°°°° 67.4 e c° ° ° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 0 6" MIN. SUMP 12" MIN. INT. DIM. H-10 500 GA 9. COMPONENTS NOT TO BE BACKFILLED OR o fake Ot L. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. Q o o \ 2 3/4"-1-1/2" DOUBLE WASHED 'STONE O �UNITS REQUIRED CONCEALED WITHOUT INSPECTION BY BOARD OF 0 0 HEALTH AND PERMISSION OBTAINED FROM BOARD c v 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE'OF STONE: 30' X 9.83' OF HEALTH. COMPACTION. (15.221 [2]) o ( 4.4 % SLOPE) ' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR 1CALLING( SLOPE) VERIFYING ITHE LOCATION OF ALL UNDERGROUND & LOCUS MAP FOUNDATION- EXISTING SEPTIC TANK 32' D' BOX 17' LEACHING OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000'f FACILITY 62.4' BOTTOM TH-1 *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 192 PARCEL 223 UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE BE REMOVED BENEATH AND 5' AROUND THE PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X CONDITIONS IF NOT SUITABLE 12. EXISTING LEACHING FACILITY SHALL BE PUMPED (AREA OF MINIMAL FLOOD HAZARD) AS AND REMOVED OR PUMPED AND FILLED WITH CLEAN SHOWN ON COMMUNITY PANEL #25001 CO561 J L ND SAND. DATED 7/16/2014 I \ 99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. [ -[99]- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. , IN \c \ TH, TEST HOLE ; ` SYSTEM DESIGN. BENCHMARK: 2% SLOPE OF GROUND �� - CORNER CONC. CDi I BULKHEAD = GARBAGE DISPOSER IS NOT ALLOWED Q� UTILITY POLE _ �� I\ 75.0' NAVD88 � _ EXISTING 3 BEDROOM DWELLING y FIRE HYDRANT \, UPI I ,___DFSIGN _FL.OW: BEDROOMS 110 GPD = 330 GPD NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING � � \' � � 'i � \ USE A 330 GPD DESIGN FLOW I \ 72 SEPTIC TANK: 330 GPD (2) = 660 TEST HOLE LOGS \' J / 2 **RE-USE EXISTING 1000 GAL. SEPTIC TANK el, E \ 3 O � �O / \ \37o' DANIEL E. GONSALVES, SE #13587 \ LEACHING: ENGINEER: c7 �� I \ SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD DON DESMARAIS, RS �' \ BOTTOM 30 x 9.83 (.74) = 218 GPD WITNESS: 10 15 18 \ DATE: � � '' I °� � LAWN PATIO CATV CATV CATV\ TOTAL: 454 S.F. 336 GPD PERC. RATE _ < 2 MIN/INCH I 15786 SHED I-C, USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) CLASS SOILS P# �j / ' �- - F \ WITH 2.5' STONE AT SIDES, 4 AT ENDS AND 5 ELEV. ELEV. € \ I I ( EXISTING ---�' \ \ DWELLING w 41 BETWEEN UNITS 0" 4 72.9' 0„ 73.0' � \ \ TOF=75.0 O/A O/A LS LS f y � m� � TH 1 v LOT AREA \ MA 6 1OYR 3/2 1OYR 3/2 ) a",,�� 16,933±SF \ A APPROVED DATE BOARD OF HEALTH 5 \\ 6. Q` TITLE 5 SITE PLAN LS LS / RESTORE \ / AREA WITH 6 OF 2 0 1 oYR 6/6 70 2' 1 OYR 6/6 WOOD CHIPS 32" 36" 70.0' L 99 PATRIOT WAY s o , Q CENTERVILLE, MA c c � � PERc \ Q, PREPARED FOR MS MS Q' RORTOLOTTI CONSTRUCTION 10-' y=�g DATE: OCTOBER 24, 2018 2.5Y 7/3 2.5Y 7/3 z ZN OF Pf °'41 f°a6E.LA off 508-362-4541 �� © DANIEL . DANIEL � "� � .. / � r � fax 508-362-9880 DANIELA. m z A. C � 'tc A. t\ O i�,Lt' o OJALA P. , �1,71. ° 1; ,,/ downcape.com OIALA CIVIL ` " Na0980 c� C JAtA , r 4 c fI wn `.Q a eng�11 ee/'�/1 �/!C. No.46502 o.4090i No 4090 � 16 :., » , » , 'o .v-^ a 126 62.4 126 o 0, �* to a 8i G STE�gv �� �SSti t�C9 , T/ a Scale: l"- 20' _ ✓ a� \ s � civil engineers NO GROUNDWATER ENCOUNTERED land Surveyors �- 939 Main' Street ( Rte 6A) DCE # ' 8_347 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P;E., P.L.S. YARMOUTHPORT MA 02675 18-347 BASE.DWG