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HomeMy WebLinkAbout0283 WHITE OAK TRAIL - Health 283 White Oak Trail Centerville A= 192-196 5 M EAD No.2.153LOR UPC 12534 *maad.cam • Made in USA f t8t US®N tHs W ODUCT I!E OFD*SR PWWM CERTIFlED SOURONG WWW ROrAW&OW I t No. lo 3 S!) Fee A 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in co 'putn<i r: eYs PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Tipplitation for Misposal 6pstem Construction permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ndividual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. 26a w�% *'k*— It- 7—.-4 7 l Cowt-ee lbe Assessor's Map/Parcel #A l Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: �1 • ��Ctlf .�. H Dwelling No.of Bedrooms 3Lot Size yes �c Garbage rinder( ) Other Type of Building Jje4oj r No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) _._.S:2p gpd Design flow provided 34/9.7 gpd Plan Date g�/7-1 AI Number of sheets Z- Revision Date Title Size of Septic Tank Type of S.A.S. 2 Sro g�J/a,✓ �i �YIS Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1'iy gt 6 j/ lt p,N J .7_ G a /7 04- 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. Signe Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 2 G ( `1 '��.2 Date Issued i z� f'y No. .:.- C) I `-1 J r Fee U fs THE COMMONWEALTH OF MASSACHUSETTS Entered in computer PUBLIC HEALTH DIVISION.- TOWN OF BARNSTABLE, MASSACHUSETTS es 4pliration for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair vi✓Upgrade( ) Abandon( ) ❑Complete System ndividual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. :L83 (nJk t C Oa Assessor's Map/Parcel 1 IInns�taller's Name,Address,and Teel.No. Designer's Name,Address,and Tel.No. d • (�/OJ J t G+5 'T '✓(C,I ').1/oC / C i✓ /N Y�'4 / �J //�ti/IG 5 Type of Building: 'rt 4 M,� �) A/ Dwelling No.of Bedrooms ?, Lot Size y/, I Garbage Grinder( ) Other Type of Building `IGv9 r No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 n gpd Design flow provided 3.4/(7.7 gpd Plan . Date A -/7-/</ Number of sheets Z Revision Date Title Size of Septic Tank �,.,4+,Nc Type of S.A.S. SGn �iGrl/a-✓ �l+u��r/S Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1/v s E // /vas.+ 'Q- T j o;! Gw� -7 S'Cx-) Date last inspected: Agreement: y The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in i 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. Signe !/L- Date y- 2 -3 Application Approved by Date Application Disapproved by Date fo'r the following reasons Permit No. Cj ( V -3 5-. y Date Issued I - Y r , ------------ -------------------------------------------- ---------------------------------------------------------------------------- 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� A ry i ti C at 2fi-S Wh;H P 04 lc' 1/4. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit Noo-a 1 dated - 4� Installer.,x I c A , Designer #bedrooms 22 k Approved de 'gn ow 3 d . J Al. gpd C The issuance of this p it/shall not a costrued as a guarantee that the system i I "n as designed Date / Inspector Q v / -------.----------- ------------------------------------------------ No. © ��+ - 3 Fee 1 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS r, ,Misposal 6pstem, onstruction Permit Permission is hereby granted to Construct( ) Repair( ' Upgrade( ) Abandon( ) System located ate 'L 6:!2 &1h iA P Oo It 7i'a�� /✓,z t✓✓.)�f 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:Constructio -must be completed within three years of the date of this permit. �' Date ` / Approved by I./U v �� a�.3 LOFCATION � SEW E PERMIT N0. tt woN t�E QA Vil"G E C"kx INSTA LLER'S NAME & ADDRESS / 4/2A., rI/.I BIJUDER OR OWNER Ny �ti�-f� DA T E P.ERMIT I S S U E D � 77 DATE COMPLIANCE ISSUED �� ipad Gac Pir" 4 V I' �v , 1tE 04-K t t Town of Barnstable Reg*atery Services f Thomas F. Oefter,Director :H.. Pub he .I,e-41th Division Thomas McKean,Director 200 Iftin Street, Hyannis,NIA 0269.1 Office: 508-862-4644 Fax; 508-790-6304 Date: 'Z� t�� Sewage Permix# L - essor's MaP/Pat�Wi (cl z t� G ` Installer..&-JDes�ner Certi�icati.on.Er�rm Designer: wo rLcs 1nt . Installer: Pr �� �L Address: Crb s s ;del 1Zd, Address: M A- On 9-2�—JK 1��t�• �rads✓< <� L was issued a permit to install a (date) (installer) r septic system at'2— 1. (A k{ t-Q-C3-kA Mkt � C-i?v��" based on a design drawn.by w • �c�-�.l�C_��.�,e P� ad .ess) c�} f;;'Or4 MCI Ad ASS [Nff,/l t SfW, dated - (desi er) I certify-tl at the septic system referenced above was. installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribdtion box and/or septic tank; Stripout (if required) was inspected`and the soils .wer..e-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 systerri) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) wa,- cted and the soils were found satisfactory. -PETER T. �st Civil aler's Signature) NFc 1VILC-~ A. v (D SigneFs Signature) { ffix Desigia re TO-BARNT 1WE:P ICIAL. DIVISIEO,..,;A ;. CITE P C CE WILL NOT BE ISSUED LUN IL. BOTH THIS 'FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTASLE PUBLIC HEALTH DIVISION. T1fiAINKY�.U. gAoffice formsldesignemord4cadon fonm.doc Town of Barnstable / U 0 1nF oa P# G Department of Regulatory Services j Public Health D' ' '„A 1V1SiOn Date 2 t' �At63y �s� 200 Main Street,H annis MA 02601 rFO MA'I� # Date Scheduled 0 Time Fee Pd. t U G Soil Suitability Assessment for Se Performed By: /OfJ-4 - r-1 C-0`7 I"e-e- Sbr Witnessed By: l LOCATION& GENERAL INFORMATION Location Address n ®a k r f / , Z d 3 � h•�d-.e � .� Owner's Name �✓�5 ik �l�l �l a✓1 r/ ''��^ �f n j-e r�/,_1 L Q Address Z S 3 w i't,1-e o c.k 7-r-a/ j Assessor's Map/Parcel: /9 Z — q (p Cen!of✓� llR, � �Z(o 3 Engineer's Name� ✓ LL�� � �� NEW CONSTRUCTION REPAIR Telephone# SO?- 7 3 '7--7 G ' .S i`c -A4-- � Sloes %I -Z Land Use p ( ) '� Surface Stones /V'U✓t-t Distances from: Open Water Body ICJ ft Possible Wet ArealG ft Drinking Water Well-ZL,20 ft Draihage Way ) ft Property Line fG— ft Other ft i ' SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) Z (7r'�i•-t. �s C:_'t gam' . 1L Parent material(geologic) Q U �,,j 0.5 Depth to Bedrock �— Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face AR Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in, Depth to soil mottles: in, Depth to weeping from side of obs.hole: ! - in. Groundwater Adjustment „ fr. Index Well# Reading Date: Index Well level Adj,factor— Adj.Groundwater Level e Observation PERCOLATION TEST bale Titne Hole# Time at V Depth of Pero n Time at d" Start Pre-soak Time @ lot A'td.l�T ( Time(9"•6") End Pre-soak 1ZI 'S ' 7 6 d.iC rj u.. RateMin./Inch. L Z. Su tC51�R-� t g'ST-fi r` �,� 1 f4er2-C Site Suitability Assessment: Site Passed Site 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:\SEPTIC\PERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones;Boulders. consistency. Gravel) tv S�eK� 2f�� e� 5•�. r DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) o- g �� y►��1�- �?T C< M -L Sail C�'1. '72° ' ? 2 CZ, M SgVVC4 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. o Gravel) a DEEP OBSERVATION HOLE LOG Hole# Depth frorn Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ns' tn Flood Insurance Rate Map: Above 500 year flood boundary No— Yes X____ Within 500 year boundary No_� Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? '0 If not,what is the depth of naturally occurring pervio s 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 tr ' ing,expertise and experience .described in 10 CMR 15.017. Signature '✓ Date Q:\$EPT1CkPERCFORM.DOC TOWN OF BARNSTABLE LOCATION afb3 T,(Q SEWAGE# A01 e{ --,5-2- VILLAGE ASSESSOR'S MAP&PARCEL 191-f5(o INSTALLER'S NAME&PHONE NO. __QtoS NtS A, ini SEPTIC TANK CAPACITY P Is/s+--I^�1C LEACHING FACILITY: (type) cet N'1":,f(size) I-Z.0 x 9S X'L NO. OF BEDROOMS 7�) OWNER , 'z -e PERMIT DATE: q_ 3 /L/ COMPLIANCE DATE:1-.7 g'-/y ,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 site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within - 300 feet of leaching facility)' I \ Feet FURNISHED BY �cvr_ -a 3 C,I a �� �- C,6 �fo,i-r A No. 'V Fu�f.................:........... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ------- OF........;6 . tG 3 141i iratiuu -fur 43i!ivviial Workii Towatrurtion Vrrmft -' Application is hereby'made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: Ie, 1 Location Address Owner ...:- Address ] a ---- .....- Installer Address UType of Buildin Size Lot_ ` ..___Sq. feet Dwelling No. of Bedrooms________________� ................. :._Expansion Attic ( ) Garbage Grinder ( ) W p, Other—Type of Building r'____._-.-....___H.... No. of persons___________________________ Showers (1 ) = Cafeteria ( ) Q' Other fixtures --------------------------------- - d -•------------ W Design Flow_____ ______ s,�.�.................gallons per person per day. Total y flow____..__.. UZA....:............-gallons WSeptic T Lii; 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. it. Z Other Distribution box,( ) Dosing tank ( ) -©l- — fA'Is--7-1 aPercolation Test Results Performed by=........ ------------------------------------------------------- Date_::__--------------------------------- a Test Pit No. 1.__.K_..:.......minutes per inch Depth of Test Pit____________________ Depth to ground water--:____--____-_-_____- (i Test Pit No. 2____ __________minutes per inch Depth- of Test Pit-----------......... Depth to ground water__-_-:_-____-_______-_ ... .___ x Description of Soil d v �/� ;�= .. 4= --- . .' �s3---'�_-— -tr � - - --- - W VNature 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 NI 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. iSigne ----- ------ ----- ----`------ -•-- ------•- ------------------•-•--•-------- Date Application Approved By--------- ---- - ------- --- 7� 7 T-------- ------- ryl> Date Application Disapproved for the following reasons:- ..--•----•-----------------------•-----------------------------------------------------•-----------------•-----•----------------------------------------•-----------------•----- ----------------------- Date PermitNo......................................................... 'Issued......................................................... i Date r�+ ('7 9 __ Fmc .4. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTLj I`�"✓' 1.. ........_.._OF......... -:.. ..::.:...................... . pphrFation -for JRquotittf Workii Toaantrurtioat rratait Application is hereby'made"for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at Locatio+ A ress or Lot N. j Owner w Address =d ------------- �t -{-_r► t "' t L --- ---------•-- ------------ ----•---•-•••---•--•---------•--•••-•-----`�-- ----.............. Installer Address r UType of Buildm Size Lot......./--------------------Sq. feet DwellingVNO. of Bedrooms_________________ Expansion'Attic ( ) Garbage Grinder ( ) Other.,—Type of Building _____________________:_____ No. of persons--------------------------__ Showers (I ) — Cafeteria ( ) Nk Other fixtures - - ' - --•--•------------------------ wDesign flow,___�.__._._a, _________________gallons per person per day. Total y flow________.._._:.: '__.-..__-_.-_..__gallons. Septic T:ullie Liquid cauacityl�__gallons Length..._,__(...... Width.._k------- Diameter_............. Depth---__-___-_---. xDisposal Trench—No----------.......... Widtli_-------------------- Total Length----------_-------- Total leaching area.--------------------sq. ft. 3 Seepage Pit No-------------_------ Diameter--------------------- Depth below inlet__ .......... Total leachin area------- .....sq. ft. Other Distribution box ( ) Dosing tank ( ) •(f �� ► ' ��' %'� aPercolation Test Results Performed by----------------------------------------------------------------------•-- Date_-------------------------------------- a Test Pit No. 1................minutes per inch Depth of "rest Pit--_-___________-__ Depth to gr _ound water...._-_. _.._..__._.... G14 Test Pit No. 2...... per inch Depth of 'Pest Pit____________________ Depth to ground water-_._..__-______-_____--- 0 ---=---- -� - ---•- - .. rk�-• -/ D Description of Soil_________�__ __Q_____G._ r - w U Nature of Repairs or Alterations—Answer when applicable..______________________.________-____-_-__-____.........._.._.__..-._.._-_-----__-._______-.-. - r 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 been issued by the board of health. ". igne ---•- _-jC ------- Application'Approved By.......... ---- -• -----•------•--- - J. � • Date , Application Disapproved for the following reasons---------------------------------- --------------------------------------------------------------------------- -----------------------------------------------------------------------------------•-••••----------------------------------------------------------------------------------------------------------- Date .., Permit No...........................-...... .............-.......... Issue ............................................... Date THE COMMONWEALTH OF MASSACHUSETTS f<` � BOARD OF HEALT .........OF.... + 0:1,rrtif irate of f limpiiaurp THI CERTIFY hat the Individual Sewage Disposal System constructed (4<Or Repaired ( ) by- `•-- - . -•- •--••----- �jJ� 4--,- sir ���'< --..< ` aller ----------- has been installed in accordance with the provisions of Ar XI of The State Sanitary Code as described in`the application for,_Disposal Works-Construction Permit No--- -%%____Is _________________ dated_-.. _'' " ----------------------------- THE ISSUANCE OF THIS CER.TIRCATE SHALL. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL'FUNCTION SATISFACTORY 1 l DATE ? j -;---------; 4-_ --��-- Inspector' - u n r`' • ,,,,,. 4 •b. `.l'...., ter. Y._ A +. THE COMMONWEALTH.OF MASSACHUSETTS �t •` BOARD HEA O ................................... -rek . ....:...F..-.. No....... ............ l � �(at�trttrtioit �rrmit FEE__ . -• ^ __.... .._..-- ="Permission is eby granted. o _ to �^ Construct or epair ( ` ) an Indiv'd 1 wage Dispos S. stem at as shown on the application for Disposal Works Construction mit o-- _-------%-'�•__ Dated- «r ':-►-" ' -_: IV DATE-- -, ------ r FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS t C 4 30_- o� 0) o-G""woob�.v.QM 16 Mid J l Y NA. CH G3 , 1 7-/2 MGM.? /yl'/T "r:.) ® l Nb WA TE T2 /✓!//V/M U/t// 5 U/L_D/ivG S ETBACL-- 2Q ` —,OO v T /0 ' S/DE. /G ' )QF 472 Plzo Po 5E� .3 BED2ooMs SEP T/C 5 y5 TEM CONS T2 UC T/ON 5,44A L.L Go/JlF02M TO "ASS . I7a S/G/V FLOW ' GG GAL CIA Y EA/V/,2o/v/+-fG-/vTAL Cone. T/TL_E Y A CN ,2,4 TE �" M/N. / . AND TOL✓n/ OF J, ,�/ .,'r;.q . � A/CN TOP OF NEALT/N 2��ULA T/ONS ,020POS E D L eAC�J A,2EA 270 � FO uMDAT/OAI M AV N OLE j Co✓E,P- To EX Te n!D Tp /M.oC.�✓/O(�S CO t/E,tZ TO X>2E VE•vT /NG-�5 W/ TN/A/ /` OF G//�//SN ED GTZA D� .c24M /NF/LT2AT/�/6 S TONE �U'Mr�,� /8"Co✓GZS ,_ S ' � D/ST. _ � � COVAE 4 CASr/.2on/ 710"A41 BOX Z/"N//DE M/n1/ D/A. 7E.z- o ca A A9Uti/ 3..niiN T!P/TAN ./NE M/N Al/7cy -V- P/T �4`�f OOT �4 �io oT Z M/N !-�/rc Ai �¢ �2 D/A. MiitJ �4"/Poor ` WAS HEO S ro n/E GALLON/ /NVEeT `� G p� ALL /A/VE.2T CA PA C/ TY V. A2DUn/O SE,oT/G TA AV& ,c,27- � . BdTTai 4 OF CWATGIZT/Gh/T) /A/VE,2T i6/SU C c t (�� 10/7-*/ C- /�/U GA j28A6E G21 NDE,� 20, M/n//MC IL4 - x 6 ' 5/ 7 PL A AJ If >.4N,4,-' Tc LOC�i T/D/l/ CC'�v 1-6 % ✓/ LE,Q c%� ,�i�s, ,eEFE�EnlGE_ �, ,.�./ � 7 -5'7 4.-S Gig/ C'r ,;~- �:_«et/ 32 37.3�/'SEET 2J 5EpTiC TA/VK� /ST.2iB(JT/ON 80X CS OUTLETS AND LEAC.y/NG �/T TO BE OF .�E/�/F0,2C�D GONC�ET� COn/G.QETE ST,2EA.1G77y 3000 P5/ M/A/. 20000 ey /0 LOAD/n/6 C. ,2. SA/O,�T //VC. : " ��� F,y, N ? ' r ` 'i�' I.-) /VE WA)l n/p,� T TO BE LOCATED /4 TD 2 y L,a,n/� / t O VE,e 5 yS TE M UA-/L.E s 5 N- 00 IDE_/-//,//S NIA S y i/�,a✓ T/-/' EEC/,.a /AJ6 '' j' ,�V -'�'� G T -�..� .S/-a'O w ..r ��.l2� O�,V�0�.✓/S fM'} `• .fr E.y yam. 4 r e C ,/2 E A4 c AJ 7'.S O/=' T'f r rC T a wn! O X 0!4 Z *A/.S -rA 9LE. HATE L-IELlL77-1 AGF�vT A JpT-�,e0 Val L NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:100.0 FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET & OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & COVER PROPOSED S.A.S. SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F.=105.35t SET TO 3' OF F.G. TO SERVE AS INSPECTION PORTS F.G. EL.=103.6t F.G. EL.=103.4t F.G. EL=103.3t F.G. EL.=103.3 3'(max.) L = 54' _ �'S=1% (MIN.) p S=1%5(MIN.) /- 4»SCH40 PVC 4"SCH40 PVC / 2 DOU LAYER WASH OF ED STONE 2p 6" 10 1 n 6' aaaSaaa (OR APPROVED FILTER FABRIC) 14» a6B6aaa EXISTING 48' LIQUID aaaaaaa �3/4" TO 1-1/2" DOUBLE LEVEL 4 8• 4• WASHED STONE ADD 4' PROPOSED cAs BAFFLE INV.=99.97 INV.=99.80 INV.=101.14T D-BOX EFFECTIVE WIDTH = 12.8' EXISTING 3 OUTLETS INV.=99.50 EXISTING SEPTIC. TANK 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-10 RATED TOP CONC. ELEV.=100.3t NOTES: BREAKOUT ELEV.=100.00 rig 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=99.50 aaaa INVERTS, PRIOR TO INSTALLATION. aaaaa aaaaa 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=97.50 GRADE ON A MECHANICALLY COMPACTED SIX 4' 2 X 8.5'=17.0' 4' INCH CRUSHED STONE BASE, AS SPECIFIED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' ' IN 310 CMR 15.221(2). PERVIOUS MATERIAL 5' (MIN.) ABOVE G.W. 3) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM OF TP, EL.=91.3 AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. (NO GROUNDWATER) SEPTIC SYSTEM PROFILE SOIL LOG GENERAL NOTES: DATE: SEPTEMBER 17, 2014 (REF#14 488) 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL EVALUATOR: PETER McENTEE PE(SE#1542) BOARD OF HEALTH AND THE DESIGN ENGINEER. WITNESS: DONNA MIORANDI R.S. HEALTH AGENT 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ELEv. TP-1 DEPTH ELEv. TP-2 DEPTH OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. 102.4 A 0 102.3 A 0 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR SANDY LOAM SANDY LOAM TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 102.1 10YR 4/2 102.0 10YR 4/2 3.. DESIGN ENGINEER. B B 3" 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SANDY LOAM SANDY LOAM FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 10YR 5/6 _ 10YR 5/6 ENGINEER BEFORE CONSTRUCTION CONTINUES. C1 C1 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. MED. SAND MED. SAND PERC 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 10YR 6/4 10YR 6/4 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF >20% GRAVEL >20% GRAVEL HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 96.4 72" 95.8 78" 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. C2 C2 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. MED. SAND MED. SAND 2.5Y 6/6 2.5Y 6/6 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 5% GRAVEL 5% GRAVEL AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 91.4 1 132" 91.3 132" 0. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PERC RATE <2 MIN/IN. (ON FILE, 12/15/76, IN SAND/GRAVEL) THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING "C" HORIZONS SAND IS CONSISTANT WITH PERC CONSTRUCTION. NO GROUNDWATER ENCOUNTERED 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 36.2'� INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 23.4' 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. 1 W 1 o vi 3 �• Lo N i 1 a_ DESIGN CRITERIA NUMBER OF BEDROOMS: 3 BEDROOMS 64 9 533, SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) DESIGN PERCOLATION RATE: <2 MIN/IN DAILY FLOW: 330 GPD DECK DESIGN FLOW: 330 GPD GARBAGE GRINDER: NO-not allowed with design LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF j .74 GPD/SF S.A.S. LAYOUT EXISTING SEPTIC TANK: 1000 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED, PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 283 WHITE OAK TRAIL, CENTERVILLE, MA SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:.............................................................. 471.2 S.F. Engineering Works, Inc. N.T.S. P.T.M. 207-14 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD (508) 477-5313 9/17/14 P.T.M. 2 of 2 1 - 100--EXISTING CONTOUR o M N x 100,98 EXISTING SPOT GRADE y �a °Stb'Gd L? _W-EXISTING WATER SERVICE o CO G EXISTING GAS SERVICE o H.W OVERHEAD WIRES � v TEST PIT �a oQ �oy5 or BENCHMARK 'Z� �t LEGEND BK 254/?� 33 � ���� ��``'cA °o°� LOCUS P MCP 323-7 3 F 2� �r LOCUS MAP chainlink fence N 13°20'40" E NOT TO SCALE x 103,34 155.00' x 103.47 103.76 x iLOTS 47 & 47A APN 192-196 vPO � 27,497E 103.43 v cA tv x 103.52 x 10 3.6 5 x OD (" 103 W O O 103.93 ` -�103. / + N2.93 m \ .8' 103,78 -F.--.: w (� 1�� x j N x 103.51 x 103,671 10 ,17 U n'h0 W 0 \ SHED TP-2�I..�. 0 10 .53 _ S 13'17'30" W L0� 47A L, 15' UNREGIS ND 4- 103.71 T jLA TP-1 I j 102.93 ' a' x 102.52 147.67' REGISTERED-LAND LOT 47 of a � 02.62 w a 102.59 x 103,61 x 103.56 5 e 103.65 kadP 0 x 102.29 x � 103.84 ° fP''c 45 .00 / / DECK IMMING a, �\OOL 7 105.23' n< 103.91 :.,..:.. . .. 103.99 103,59 EXISTING z 102.49 HOUSE(#283) .` T.O.F.=105.35E x 103,31 ni 103 ; c^' 103.54 stOk cn o ;MAG.tJF�IL `. Qo f W v 102,82\ .'' Iy4�� e e,�ce o cn \ + x 10 ,94 Ch 103.37 ca 103.8 102,55 �,,Ze� � _- _m 10 -i02-- Z,1� \ BENCHMAR MAG NAIL SET aQ .`. O� EL.=102.82 101.64 0 °h \ _ Q i0i.F4� x 102.31 x 102.31 Q � `off x 102.10 ---_ / 'lei x / 100.73 0, x 100.57 �. L4.45 �6 100.14.:.:`..,: R=642.99' x 101.57 _ 99.94 99.90 99.95 edge of 100.01 � pavemen t EXISTING SEPTIC TANK � OAK TOP OF TANK, EL.=102.47 INV.(OUT)=101.14E WHI TRAIL 100.25 EXISTING LEACH PIT (PER RECORD AS-BUILT) pF MgsSq� TO BE PUMPED, FILLED W/SAND & ABANDONED ��` PETER T. PROPOSED SEPTIC SYSTEM UPGRADE PLAN o �, CD MCENTEE 283 WHITE OAK TRAIL, CENTERVILLE, MA CD CIVIL No. 35109 Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 OWNER OF RECORD Apt £GIS1_ ���` Engineering by: SCALE DRAWN JOB. NO. HANIFAN, BARBARA D FS ENG Engineering Works, Inc. 1"=20' P.T.M. 207-14 283 WHITE OAK TRAIL 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. CENTERVILLE, MA 02632 ��` <<'l (508) 477-5313 9/17/14 P.T.M. 1 of 2