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HomeMy WebLinkAbout0031 BOB WHITE CIRCLE - Health 31 Bob White Circle Osterville A= 119 078 J I I I .. -.. TOWN OF BARNSTA.BLE LOCATION 4:fleG11 SEWAGE # 10o4 -10 VILLAGE _65r,---rY1111 ASSESSOR'S MAP & LOT ®� 41NSTALLER'S NAME&PHONE N0.' SOF- 9W-97 8 JaS>.ti Ot l revs SEPTIC TANK CAPACITY /ODD ��// LEACHING FACILITY: (type) g DO L_dtit'egA66W (size) _13-2� NO. OF BEDROOMS 3 BUILDER OR OWNER CbZL rOPeL-/" PERMITDATE: y-/D-OG COMPLIANCE.DATE`. 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 faci 'ty) Feet Furnished by .x -. .- o- ... �, •%� • � ,oh �� � � � � � � A ,a� God w!�%ram �i�/r- N.. 6 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01p plication for W5poe al *pgtem Congtrurtton Permit Application for a Permit to Construct( )Repair(grade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.!:3/ 0b U1171 l: 61--e l/. Owner's Name,Address and.Tel.No. DSTFrvi/Ir_- �'�irisraph�'t� Ki.//y , Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and T 1.No. Type of Building: Dwelling No. of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil: 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 Certifi- cate of Compliance has been issue by this)3oard of He h. Signed2 Date Application Approved by Date Y h® b Application Disapproved for the following reasons Permit No. ©&0 I y Date Issued �6 No. = G _ Fee THE COMMONWEALTH OF MASSACHUSETTS ^'' Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,°MASSACHUSETTS Rpprication for 0i!5pogal *p.5tem Congtruction Permit 4 •. ? ` Application for a Permit to Construct( )Repair(4-<pgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No.31 Sob G!/Xi/72: /-- //� Owner's Name,Address aija Tel.No. O.ST/=r u///r_- Assessor's Map/Parcel Ilq- a'7S Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �c�'•r—r�� /°�' cvr�.SrCr'v.5'S'Fi1;/� �� .S!-iooG4tviclj Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil; Nature of Repairs or Alterations(Answer when applicable)__rhs>•14/� 2 -,S~d o C�!¢(' l�14c�!/mac/ Date last inspected: Agreement: j The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system r in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been-issued by this j3oard of Health. Signed Date Application Approved by Date 4/ 1 b Application Disapproved for the following reasons Permit No. D00(o J;5y Date Issued q I )ol ----------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certiftrate of Compliance , THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( 4--)Upgraded( ) Abandoned( )by )P_5 e_(-, del-e oS at 3/ ' 3 Z,&4/T- C/�c%" U�ri�Y rr//�C�� has be c onstruct n construin c�ordance with the provisions of Title 5 and the for Disposal System Construction Permit No. '15`�"dated . Installer ( .5Z;91 0-1 o5 Designer The issuance of this permit shall not be construed as a guarantee that the s (stem)( -1 'unction as designed. Date 11 ! l� Inspector ——————— —————— ------------------ ---- No. n -- 1.cJ�) Fee ©� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS ligo,5al *pztem Conztruction ermit Permission is hereby granted to Construct( )Repair -Vpgrad//e( )Abandon( ) System located at 3/ f�a� and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Constructio7ust b completed within three years of the date f this pe Date: 0 6 Approved by f Town of Barnstable Regulatory Services Thomas F.Gelder, Director �" WL . i Public Health Orion •esta Thomas Mc1Kean,Director - ---- 200 Main Street,flyannis,NIA 02601 Office: 308-862-4644 Fax 508•790.004 lostsll�r& Des er r�i,�atio Date: I l Sewage Permit# &o G assessor's Msp\Pareel r MC_ F� Designery Installer: Address: 1zW C t Address: $1 Cq wl 044J J �nlalr it s. _ Ma M 11 s M az4gK 0uYY pn ^�/—6 -���, � l�z��i 5 was issued a permit to install a (date) (installer) septic system at 31 64 b W k:k G ttIt Gf k based on a design drawn.byv (address) � T. dated (designer) k 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. 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 desiper to follow. ry M (t staller's Signature) QIYIL H 4!i WOO P1 .1 esigner's Signature) (Affix Designer's Stamp Here) j,SEmSE, I�TL1�h' �''®��� rlEi�U�� IIEALT>{ D1yISIQ ,�FiCATE �F IL CARR A1tE Q:He3lMepticOesiva Certification Form 3-26-04.doe j s j 9116/03 Notice: This Ford Is To Be Used. For the Repair Of Failed Septic Systems Only PERCOLATION TEST AND SOIL.EVALUATION EXEMPTION EOM hereby certify that the engineered plan signed b me ` � y dated.-es 1 0 ` _,concerning the property located at '031 ►x,10 h1 meets all of the. Cys�crv:�lt following criteria: ® This failed system is connected to a residential dwelling only. There are no coimnerciat or business uses associated with the dwelling. ® The soil is classified as CLASS I and the percolation rate is lessthan or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or rmy conduct deep test holes and percolation tests at the site without a health agent present. 0 There is no increase in flow and/or change in use proposed 1 , A There are no variances requested or needed. 0 Thee bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table.elevation. [Adjust the groundwater table using the Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information) B) G.W.Elevation $ +adjustment for high G.W. J4. DIFFERENCE BETWEEN A and B aq s SIGN) : DATE: NOTICE Based upon the above information,a repair permit will be issued for bedrooms maximum., No additional bedroom&are authorized in the future without engineered septic system plans. r VJ aexa4voc.. 0 TOWN OF BARNSTABLE LOCATION SEWAGE # 100G —IS*f " . VILLAGE '6..5-rer I & ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. .SOF- 9?l-9738 JoS D� LDS SEPTIC TANK CAPACITY /Oo0 LEACHING FACILITY: (type) 2 5A19 144 XPV�940S (size) /3-2-r NO. OF BEDROOMS 3 BUILDER OR OWNER roeh&f &9& PERMITDATE.' K-/0-0G COMPLIANCE.DATE: Zf—l<'OG Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of beaching 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 f�acii ity) Feet Furnished by —- -e I it " o= . %E t o� a _ s A ,-LOCATION /a', SEWAGE PERMIT NO. ,;VILLAGE I� I N S T A LLER'S AM,E i ADDRESS BUILDER OR WS�E DATE PERMIT" ISSUED fy DAT E COMPLIANCE ISSUED � c���� ��� / � ' M) Foic.............................. THE COMMONWEALTH ormASsAo*ussrra U���d� ��K� ���� HEALTH ��~=��" "�� �~" " "�~""~~ " , ' �^ ---OF—' Appliration for � Application is hereby made for u Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: Location-Address or Lot No. __a................. ................................... ................ .......... .. .... ...... .. Installer Address Type of Building Size Lot feet Dwelling--No. o� 8�dr000�o----'��--------_-----�roaoa�oo /\t �� ( ) Garbage Grinder ( ) 04 Other--Type of Building -'.-_----_....... No. of persons............................ Showers ( ) -- Cafeteria ( ) .� Other ~~ ...................................................................................................................................................... Totu daily flow.................. Z Other Distribution box \VI) . � / Percolation _.__ _____ Performed -'---n � � ------ Date---- -------' --. Teo Pit No. l-...��I ���ioutcoycc��� Depth of IeT �i�-..11� —_- Depth to ground watcr. ^� ...... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ � O Description of / b1 ---------'------------'--'---'-------------------'--'—'-'---'-----------'----'— U Nature of � Agreement: .Y~— ' | The undersigned agrees to install th o cdcycribe8 I dividual Sewage DisposalSystem in accordance with the provisions of L i - 5 of the State Sanitary de—Th un igned furtler agrees not to place the sys em in operation until a Certificate of Compliance has b ue the d of health. Signed.... -~ -.-----. / Applicationate Dv- . � _____________________________________________________________________________________ Date Issued__-...............................................—...... - Date A THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: _ ne Add Dwelling—No. of Bedro Garbage Grinder ( ) PLI Other—Type of Building ............................ No of persons---------------------------- Showers ( ) -- Cafeteria ( ) � _- Desi~ gallons per person per ' ' gallons.77374�2 Scodo Tank—Liquid capacitylAW..guDnus Lcugtb-!21]7--. Width-.----. Diuo;cter-----' Depth................ Disposal Tccocb-- .................... YV --- Total Length.................... Total leaching area....................sq. 8. Seepage Pit No..................... Diaozcter--.].q.-.-' Depth below inlet.....16........... Total leaching urcu&i�?7-I2...sq. f t. Z Other Distribution box /� ) ` ' � `Percolation Test Results Performed . Z� c----------------------- Testl� �c� ---- �' � / Pit No. L- l~-.o�utes per�nb Depth of r~ ��.-.�� ----' Depth to ground wuter_X)!�/- E.-_. | Test Pit No. 3................minutes per inch Depth of Test Pit.................... Depth toground wuter---.-----. -'-_-----�-_.. - - � �� ---''----`--------------------`------------------------------`---`------`-`-----`----'' .............................. U Nature of Repairs or Alterations-�Answer when applicable.---.-------_----------.--..-'---------- ........................ ................................................................................................................................................... .......................... Agreement:The undersigned agrees to | � install the xfore6cacrUe6 Individual Sewage Disposal System in accordance with operationthe provisions of TIT!L- 5 of the State Sanitar�y/�Jode T un rsigned further agrees not to place the sy tem in . until. . Certificate of Compliance has be r issu th rd of health. � - -----------'- /'- '_'-.... roved ' Application ^ Date Application Disapproved for the following reasons:.............................................................................................................. _______________________________________________________________________________________ Date PermitNo--------------------------------------------------------- Issued__--,--------------'-'_'-'-_ ~' Date � THE coMwmwvvsuLr* Or MAesAonussrrs B�� ��� HEALTH �.xz----'«�F---�^�Ou`«�-����-��������.���------ � ~°� w���tufir�^���� au� Tum�plKaWtre jRTIFY Th t the Individual Sewage Disposal System constructed 'or Repaired Kr V stall xL---' -.�r----_-. ----' �-�--�,-�./.../-'I t,...~..................................................... =' has been instilled in accordance with the provisions of 'LIT State Sanitary [ode as described in the application for Disposal Works Construction Permit IVo-_-��'0~.�� �y����-----' duted.-----.---.---.---.. THE ISSUANCE OF THUS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE,THAT THE SYSTEM WILL FUNCTION SATISFACTORY. . DATE.----------------'Z�1.01 �---------' Ioupector--' ��---------------------------------' � THE COMMONWEALTH ormAssAo*ussrrs BOA HEALTFJ | ���~�T� �-------��F/ � . . -'-------� I�u��-�-'���.�--' /^' ' --- FoE'.',�-?'--'---- � Dis " ant �� onotrurtion . � Permission ishereby ----''------------ to Construct ( ) or Repair ( ) an Individual . Disposal at No ___---_- i SITE PLAN �f4r SCAL E: [ 4 hry przrccA'Ir GOrsL �rcaGN , tAg1� 4 a 42, �N &Ate, IG TAr4K •11h 3 � � 44 N3 V a e / `� /0 ff w1u,im.1 w 4f-,\ � .� a tto; 19771 � 440040"" ' I FOR NA RE6/S7EREO L a".ND SURd/EYOR V p T tijv H t 12 G VC—" ZONE t&G �i T V I L l� ivy A g PLAN REF. PAT: w 4 wiw- i l� �r� i i ■ BENCH MARK DATUM u `7 '::A A7 04V. A VARWICK 0 ASSOC., INC. DOMESTIC WATER SOURCE -T'a.c.i�J 'd" TQX: QAt A�QR tN FAQ,�QU.TN FLOOD ZONE. M o ti— b-1 A z- •�• L. �IA�3. Q? � (4S1P1 J6S •26,3� 777. r t AS11 i iFCTl©l'J illOT TO SCALE Shcc� 2 of 2 CZ/C. Ail/ COVER '\EARTH i/L L.� BRICK AND MORTAR COURSES AS REO'0• TO BR/NG \,, COVER TO GRADE 8 L0.41 LINE lNl L-r. ----�--r, 1— _ _— _ —�:: .•�a 2'= +TO "WASHED PEASTONE FREE Of IRONS, FINES ANO^•DUST /N PLACE / , 4% " TO /%p"WASHED CRUSHED STONE FREE OF �I OPENING WITH 4/8 I•.,1 IRONS, FINES AND DUST /N PLACE OUTER DIAMF_TER AND 1014„ INSIDE 0/Ah.'EI"ER 1. CONCRETE TO BE 4000 PSI 28 DAYS p I' r 2. REINFORCED WITH 6%6° NO. 6 GA. W.W.M. 3. 2'AND 4' SECTI-ONS ARE AVAILABLE FOR ,x GREATER DEPTH REQUIREMENTS 6'0" I Z --� 4. NUMBER OF PITS REQUIRED P"0- MIN.. Io NOTE: EXCAVATE TO ELEVATION 34•Gl OR (NOT TO EXCEED 3£TIMES EFFECT VE DEPTH) LOWER AS REQUIRED TO REMOVT E ALL WATER TABLE LOAM AND CLAY BENEATH PIT. REPLACE EXCAVATED MATERIAL WITH CLEAN TYP/_CAL PROF/LE GRAVEL TO DESIGNED GRADE. /8"STO. LT WGT. C.I.MN COVER a�o ,.. �2•v q2'y �3•0 �, 4"8/T.F/BER PIPE ti.. 4'C.I.PIPE TIGHT.✓0/NT OUTLET LEVEL DWELL/NG FLOW LINE ;; TO f/RST ✓0/NT00 c.I. r££ I.03 '� 1 1 o Igo 1 1 �J�1•Ll TD. PRECAST CONC. �0$g 1 1 e 0 0 0 O Q 1 1 1 1 D/sr Box To BE srp,yp 1 0 00 00 0 1 GAL.SEPTIC TANK:' INS tAL C ED ON LEVEL 1 11 000 0 0 0 1 1 1 II1100 0o41i STABLE SASE � 11Io0 0011 i sEPT/c TANK TO 8E I I 1 0 0 0 O Q O ( 1 1 11 10010 0 1 1 . /NSTALLED ��LEVEL, I I 0 000 O 0 D 11 I STABLE BASE. i I 0 0 0 Q 10 0 1 11 1 LEACHING 84S/N : i if 1 0 0 0 0 1 „ BASE TO 8E LEVEL 0 0 O 1 1 , SOIL AND PERC. DATA PERC. RATE `y MIN. /IN. 0„ TEST PIT NO. I 0 TEST PIT NO. 2 Z' TOP St>P�4o1(r TEST BY sL� WITNESSED. BY °�. Ulvy _� GI. A -v-IN� TEST PIT GR. EL. !!!�'At-4 C7 DATE: .02 Z(o-e IZ Na &FF JD WAref- fl. DESIGN DATA GENERAL NOTES BEDROOMS NO HEAVY EQUIPMENT TO RUN OVER SYSTEM. DISPOSAL Na SEPTIC TANK, DIST. BOX AN LEACHING BASINS TO BE STANDARD EST. TOTAL DAILY EFFL. yGPD. PRECAST REINFORCED CONCRETE UNITS. SEPTIC TANK lad0 GAL. ALL .SYSTEM COMPONENTS SHALL BE. INSTALLED IN ACCORDANCE TO REVISED TITLE 5 OF THE STATE ENVIRONMENTAL CODE, SIDEWALL AREA 2'y GAL./SQ.FT. MINIMUM REQUIREMENT$ FOR THE SUBSURFACE DISPOSAL OF BOTTOM AREA I-P_GAL./SQ.FT. SANITARY SEWAGE EFFECTIVE ON JULY 11 1977. LEACHING REQUIRED I7'" SQ.FT. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD ACTUAL LEACHING AREA OF HEALTH. Z�7__�SQ.FT AT -COMPLETION OF CONSTRUCTION, PRIOR TO BACKFILLING, THE BOARD OF HEALTH SMALL BE NOTIFIED FOR INSPECTION. PITCH ALL SEWER LINES I/4I / FT. UNLESS. INDICATED OTHERWISE. G SEWAGE DISPOSAL SYSTEM f_ MARTIN LL vq E. MORAN �`F� Vp'� 7 �o�'-'ti LI � T � L t ►yG Lf�_ #23417�� SC/!LE AS l/d0/CATL•0 DATE " 17 I I WM M. WARWICA' 8 ASSOC., INC. BOX 801 - NORTH FAL MOUrq E G "MASS. 0.00.16 - l6/PJ -2638 �. PROFESSIONAL EN61NEER 3 � x d "ooU•Dr • o LEGEND a N t, EXISTING SEPTIC TANK {, £X/STING P/T 78 PROPOSED CONTOUR h k TO BE PUMPED & 0 oy° TOP OF TANK EL: 98.70 FILLED WITH SAND 79 PROPOSED SPOT GRADE ?• y;, INV(OUT) EL: 97_'7f N64 57'53"W EXISTING CONTOUR q -- --� — 140.00 TEST PIT Q� —.---�_ __.�--_ __ _ T ------ WN EXISTING WATER MAIN eun Fo`�c r5 G ` 'j _ •,r ., BENCHMARK tg R;�e Rooa , ou„� Sv!!f7'1 JT7 i,'7 g 70 1�CiC1E � V Bob Khte Cr ?a �C� LOCUS 0 LOCUS MAP N.T.S. f r" 13.' GENERAL NOTES: % / f i �_.':T 1 1 ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BENCHMARK ' .�, ,> l v k -"" BOARD OF HEALTH AND THE DESIGN ENGINEER. 00 LT. COR. BOTTOM STEP , 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ELEV.=100.00 (ASSUMED) J 1_ G0(j OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 1\ Cn ( / L. �I e \ ..3 LOCAL RULES AND REGULATIONS. 3, THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE ^ F r * 12' DESIGN ENGINEER. 0 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Tp�s�`�OOC ^ ENGINEER BEFORE CONSTRUCTION CONTINUES. 5, ALL ELEVATIONS BASED ON ASSUMED DATUM. - 1 J ^ 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF C f HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER. c ( ! OF �9 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 1 50' OF THE S.A.S. LOT 7 �� } •Grp P� As, 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED � / { y�`� ti� TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. APN 119—078 o PETER T. �� 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ' o No. CE35109 N LOCATIONOF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 21,548.f S.F. I CIVIL CONSTRUCTION. rJ U� 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS RFGISAE`� �� IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. FSS/ E �� AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). f� 12. CONTRACTOR SHALL EVALUATE STUCTURAL INTEGRI7Y OF EXISTING J�2 IN ` V SEPTIC TANK PRIOR TO CONSTRUCTION. ' ` 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY N74'25 2 �� AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 19•50 HOUSE LOCATION TAKEN FROM "FOUNDATION CERTIFICATION-LOT 7-BOB WHITE CIRCLE, OSTERVILLE; MA" DATED 11/2/84, PREPARED BY WILLIAM M- WARWICK, ASSOCIATES, FALMOUTH, MA BOB PROPOSED SEPTIC SYSTEM UPGRADE WHIl-7- E S64 5753"E y 31 BOB WHITE CIRCLE, OSTERVILLE, MA CIRCLE Prepared for: Christopher Kelly, 31 Bob White Circle, Osterville, MA 02655 Engineering by: SCALE DRAWN JOB. NO. Engineering Works 1"=20' P.T.M. 124-06 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. I (508) 477-5313 3/3/06 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED T.O.F F.G. EL: 99.7t FINISH GRADE SHALL NOT BE < EL:96.5 (EXISTING) FOR A DISTANCE OF 15' AROUND THE EXISTING F.G. EL: 99.47t(EXISTING) F.G. EL: 99.6t PERIMETER OF THE S.A.S. . MAINTAIN 2% MIN SLOPE OVER S.A.S. INSTALL RISERS OVER INLET & OUTLET INSTALL RISER OVER D-BOX TO 2-500 GALLON LEACHING CHAMBERS INSTALL RISER OVER CHAMBER/S TO WITHIN 6" OF FINISH GRADE WITHIN 6" OF FINISH GRADE IN SERIES WITH STONE ALL SIDES SHOWN ON PLAN AND SET COVER/S WITHIN 6' OF FINISH GRADE L =29' L=5' •� g° 4" SCH 40 PVC 4" 5CH 40 PVC 10" ®® ®® 2" LAYER OF 1/8" TO 1/2" EXISTING 14^ L 0 S= 17- (MIN.) 6' ® S= 1% (MIN.) ®®®�®®® DOUBLE WASHED STONE 1000 GALLON 2' EFF. DEPTH E 1110a v SEPTIC TANK IN ELEV,=96,67 INV. ELEV.=96.50 �•' IN&-". (SEE NOTE 12 -SHEET 1) INV.EL: 97.37t 3/4"-1 1/2" EXISTING ADD cAs D-BOX i 4' 5.2' 4' DOUBLE WASHED BAFFLE STONE , •." - EFFECTIVE WIDTH = 13.2' NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING INV. ELEV.=96.00 PIPE INVERTS PRIOR TO CONSTRUCTION. 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE TOP CONC. ELEV.=96.8 -BREAKOUT ELEV.=96.5 ON A MECHANICALLY COMPACTED SIX INCH CRUSHED INV. ELEV.-96.00 ®aa®a STONE BASE, AS SPECIFIED IN 310 CMR 15221(2). ease®a®ease 3) INSTALL INLET & OUTLET TEES AS NEEDED. aMUM aaaaaa® 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM ELEV.=94.00 4. 2 x 8.5' = 17.0' 4' AS MANUFACTURED' BY TUF-TITE, ZABEL OR EQUAL. 5' MIN: ABOVE BOTTOM OF EFFECTIVE LENGTH = 25.0' T.P. EXCAVATION OR G.W. SEPTIC SYSTEM PROFILE NO &W. ENCOUNTERED LEACHING SYSTEM SECTION BOTTOM OF TP EL: 88.2 N.T.S. (3) 5" DIA.OUTLETS �•\�, O F MASsq IF 2' ��P y o PETER T. iEl McENTEE = VIL 15.5" DESIGN CRITERIA o NoC135109 6" 8" ,� opt R£G/S1E�\� H-10 LOADING 2' \�?�� NUMBER OF BEDROOMS: 3 BEDROOMS F5 E \\ SOIL LOG SOIL TYPE: CLASS .I D-BOX �� -off \ DESIGN PERCOLATION RATE: 2 MIN./IN. "''& \ T'' "T'S' DAILY FLOW; 330 G.P.D. \ \ DATE: FEBRUARY 23, 2006 DESIGN FLOW: 330 G.P.D \ k \ SOIL EVALUATOR: PETER T. McENTEE C.S.E. \ GARBAGE GRINDER: NO \ •"y \\ INSPECTOR: NOT WITNESSED-CLASS 1 SOILS \ LEACHING AREA REQUIRED: (330) = 445.9 S.F. ' • TP- 1 Depth Elev. .74 ®®®® O ®®®® h�. \ �� Elev. �_ TP-2 Depth EXISTING SEPTIC TANK: 1000 GALLON CAPACITY ®®®®®®®®®®® 33" 99.7 0" 100.3 0" ®®®®®®®®®®® FILL A LOAMY SAND N ®Ik3®®®®®®®®® 98.9 10" 99.3 1OYR 4/2 12,. USE 2-500 GALLON LEACHING CHAMBERS IN SERIES cJ -------------------------- A LOAMY SAND f 98.5 10YR 4/2 141, B LOAMY SAND SIDEWALL AREA: ' 2(13.2' + 25.0') X 2 = 152.8 S.F. 102 B LOAMY SAND 7.5YR 5/8 D _CK 10YR 5/8 97.0 40" BOTTOM AREA: 13.2' x 25.0' = 330.0 S.F. 96.2 42" C TOTAL AREA: 482.8 S.F. 4' KNOCKOUT ' I C1 M=C SAND DESIGN FLOW PROVIDED: 0.74(482.8) = 357.3 G.P.D. 20' oiA. covEK s 10YR 5/6 4' KNOCKOUT O�4" KNOCKOUT 62„ EXISTING 94 7 C2 60r' 2E5Y 6/3 3 BEDROOM 2.5 5/4 PROPOSED SEPTIC SYSTEM UPGRADE 4" KNOCKOUT HOUSE(#236) c,��"���' 92.7 2.5Y 5/4 84 _ _ T.O.F.=101.93 C2 31 BOB WHITE CIRCLE, OSTERVILLE, MA FINE SAND 500 GALLON CAPACITY, H-10 LOADING 2.5Y 6/3 Prepared for: Christopher Kelly, 31 Bob White Circle, Osterville, MA 02655 88.2 138" 90.3 120" Engineering by: SCALE DRAWN JOB. NO. CHAMBERS NTS P.T.M. 124-06 ma S.A.S. LAYOUT NO G.W. ENCOUNTERED Engineering Works PERC RATES < 2 MIN/IN. ("C" HORIZANS) 12 West Crossfield Road, Forestdo le, MA 02644 DATE CHECKED SHEET NO. JL(508) 477-5313 3/3/06 P.T.M. 2 of 2