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HomeMy WebLinkAbout0408 OLD CRAIGVILLE ROAD - Health 408 OLD CRAIGVILLE ROAD CENTERVILLE r A= 247 -024 I S M EAD KEEPING YOU ORGANIZED No. 12534 2-153LOR (l}J TAINABLE VESTRY MIN.RECYCLED INITIATIVE CONTENT 107 Ce iadRba Sourcing POST-CONSUMER wwwAprooromwo swim i MADE w USA GET ORGANIZED AT SMEAD,COM Town of Barnstable r Department of Regulatory Services I a Public Health Division Date MABS. ,•�„�. 039. 200 Main Street,Hyannis MA 02601 �rl Date Scheduled (U , Time Fee Pd.— ILI Sa►zh,,Suitabiiity Ass-essmeent for age Disposal t a Performed-By:- �f rl(�(I IIrIP t!�- cam' Witnessed By: LOCATION&.GENERAL INFORMATION I.ocallon Address Owner's Name *VAV 5 3:ILG 6 G—7P bw 409 OL-D 0_P,41q1qtaJE Rb ' Address 4®0 de-D (=:PAt :Vke,C,- PJ> 7cx_A9_ Assessor's Map/Parcel; " ��® Engineer's Name Se aej(Sdp ( NEW CONSTRUCTION REPAIR Telephone# 509-.-).'73 —©p 57. Land Use• r IQ *' C�I���1 Slopes(%) O/ Surface Stones r' Distances from: Open Water Body 7 Vd ft Possible Wet•Area ft Drinking Water Well /V ft I l �{ Dru IV Way / 4f /`* ft Property Line -2 )o ft Other R I ' SKETCH:(Street name,dimensions of lot,exact locations of test holes&Peru tests,locate wetlands-in proximity to holes) �C��� D Parent material(geologic) W QS Depth to Bedrock / Depth to Oroundwatar. Standing Water in Hole:_ ! 7. Weeping from Pit Face stunted Seasonal High Oroundwater } 1 q q[. T3�S DETERIMNAPON FOR SEASONAL•HIGH WATER TABLE Method Used: Lve C et vc. (1&\ c Z�� Depth Observed standing in obs.hole: In, Depth to Boll mottles: / In., Dc�th to weeping from side of obs.hole: Im Umundwater Adjustment t— tt. Index Well-# Reading Date: Index Well level- Adj,•faclor, ,_ At .Oroundwaterlxvel PERCOLATION TEST bate Tlwa ((06GV_ Observation - Hole# Tlmn at 4" Depth of Pere _ Time at 6" — (Start Pro-soak Time @ . Time(9"-6") LBndPro-soak Jec. Sieve �v,a)yss 6esu��S Rate Min./lnoh < sold 11t T%° Site Suitability Assessment: Site Passed Vey Site Palled: Additional Testing Needed(YIN) .� Original: Public Health Dlvlsion Observation Hole Data To Be Completed on Btick---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conseirvation Division at least one(i) week prior to beginning. Q:ISEPTICIPERCFOkM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Sall Horizon Soil Texture Shcl Color Sall• Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stoned;Boulders. a si en ve Fit/ Lo0w, s 101 - - DEEP OBSERVATION HOLE LOG Hole# Depth from Sol]Horizon Soil Texture Soil Color Soil 'Other Surface(in.) (USDA) -(Munsell))._% Mottling, (Structure,Stones,Boulders. Consistency, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sall Color Sall • Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders.. Consistency, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Sall Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Slopes;Boulders. Co { Flood Insurance Rate Map: Above 50D year Mood boundary No— Yes V __ Within 500 year boundary No + Yes Within 100 year flood boundary Ni Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring perviou torlal exlst in all areas observed thrpughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring per ious matorlal? Certification 1 �p I certify that on 1 (date)I have passed the soil evaluator examination approved by the Department of Envirorimental Protection and that the above analysis was performed by me consistent with the required training,exper'se a e perience described in 10 C M 15.017. Signature Datb ft-&A Q:WEPT]CkPSRCPORM.DOC No. v 3,5 4P ! Fee THE COMMONWEALTH OF MASSACHUSETTS Entered incomputer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ' r application for Misposal *Pstrm Construction Permit Application for a Permit to Construct( ) Repair(( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. wS '0Li1 < ikAiC-tl (aC- 9D Owner's Name,Address,and Tel.No. c IV i u-c— CYA 1J s .1j :97ac UE T5OLLAEF-!; Assessor's Map/Parcel SL q 402 OLD CR,MC-V1 CSC:& R CkC5_1 f Installer's Name,Address,and Tel.No.568-477-957-1 Designer's Name,Address,and Tel.No.5'0%-X7-3-0 3`17 Cf4pc^_ca�'i�� Tf 'EQI -Sf1`LL�D :T<- �l3GteJ�'111 X#JC. ( S - G7ts1N• c�tA Elm 2��l�dQ� Type of Building: Dwelling No.of Bedrooms �� Lot Size 7 560©{ sq.ft. Garbage Grinder( ) Other Type of Building Rest D E YT( J4-C No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan . Date ( 1 " 1 -DL0 1 gS Number of sheets Revision Date Title 4,69, OLD Cc2a�l�t�l_�� CewmqgVILLE Size of Septic Tank ( ,0 00 (3D44rL0&;S Type of S.A.S. CAM94 Description of Soil 6Wi 1S Nature of Repairs or Alterations(Answer when applicable) QSC. E,)Q S -j&Aa I (?o GZ&L_kZ)&j 3�-p'r 1L om 4a s ALy Date last inspected: Xgreement: 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 Healt igned Date Application Approved by Date (� r Application Disapproved by Date for the following reasons Permit No. — d� Date Issued 0 No. / D J x '• a Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipprication for is os ascent Construction Verrrtit , Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components e Location Address or Lot No. f:) CRA 4Zbf Owner'sName,Address,and Tel.No. C�V(Grrr= tYATJS § s>�NF T50Lx.ES Assessor's Map/Parcel Q e5LO C" zi Installer's Name,Address,and Tel.�No.t �;��.�$,i� Designer's Name,Address,and Tel.No.$Q$—;L"rV 3?7 GAP�wtvE fret dls !Q8 7<_ E.&K—itawacj kr= tbj C_ � S'-r C ,cam �+at ��,rt�J. G�ta �lt�•�l �E'� � Type of Building:. + Dwelling No.of Bedrooms Lot Size Q�- sq.ft. Garbage Grinder( ) Other Type of Building RE Sty& a r d(_No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date I ( — 1 —An I Sj Number of sheets ( Revision Date Title L.�h� �C'�—� 1 r Size of Septic Tank ( ,/�on C-k-. LL_ONIS Type of S.A.S. / ,("4 0S Description of Soil u&A S'A*27j q 9.— k7L .��►/ Nature of Repairs or Alterations(Answer when applicable) u ,� �CTi �� o,t� SAX 1'K lL. Tt *7-o ?) 4 Pate last inspected: t g reen t. ^ The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in acc�dance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Co4pliince has been issued by this Board of Health., LL } ,Signed r Date I I "Icl- L Application Approved by Date ►' ' Application Disapproved by Date for the following reasons Permit No. — `� '� �+ Date Issued 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 at qM 6, ) C"a.MCI wh41 6 �.D to I Ll",fE has been constructed in accordance ' with the provisions of Title 5 and the for Disposal System Construction Permit No�- A�dated I 1 Installer��I� � a'am=5 �� Designer Sty #bedrooms Approved design flow ,-_ ^_ gpd The issuance of this permit shall not be construed as a guarantee that the system will fun oh as signed,. .�.--.. Date 1 ! Inspector _ _ ..._. . . -- . _.._ ._ ------- . _ No.. . �J" �' a +� Fee / t � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction i9ermit Permission is hereby granted to Construct( ) Repair( )J Upgrade( ) Abandon( ) System located at (4A'� AS,h g-W —A — �j �* 2�4y j 1 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title'5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date 1 ( 1 1 Q'' Approved by `J J / `t e SNXICO e o ENGINEERING , INC . Client: JC Engineering Job No. 18-0343 2854 Cranberry Highway Date: 11/14/2018 East Wareham,MA 02538 Report No. 993T Project: 408 Craigsville Road,Centerville,MA Combined Hydrometer and Sieve Analysis Report ASTM D-422 Dry Sieve Analysis Hydrometer Analysis of the Portion of the Total Sample Passinq the#10 Sieve Sieve % Pass. Size MM Sieve Size MM % Pass 3.0" 100.0 76.100 No. 10 2.00000 100.00 1.0" 100.0 25.400 No. 18 1.00000 90.80 1/2" 99.1 12.700 No. 35 0.50000 62.82 3/8" 98.4 9.510 No. 60 0.25000 29.36 No.4 96.5 4.760 No. 140 0.10500 6.23 No. 10 93.2 2.000 No. 270 0.05300 4.65 0.05064 4.40 0.03606 3.40 0.02954 2.40 0.02096 1.90 0.01487 1.40 0.01055 0.90 0.00748 0.40 0.00529 0.40 0.00374 0.40 0.00265 0.40 0.00137 0.40 Percent of Total Sample For Triangle Classification Retained on the No. 10 Sieve Based on Material passing the No. 10 Sieve % Retained (2mm)= 6.8 % Sand 95.4 • Silt 4.2 • Clay 0.4 Remarks: Philip J. Medeiros Derek Mello (� Technician Construction Services Manager r Ya S.W.COLE Graph of Grain Size Analysis Using ASTM D-422 CWORENGINEERING, INC. Job No. 18-0343 —a--Material Passing#10 Sieve +Date: 11/14/2018 --e--Gravel Portion Curve 100 -- #270 #140 #60 #35 #18 #10 #4 3/81/2" .0" .0" 100 90 90 80 80 s 70 70 t rn 21 60 60 3: 50 50 ii U. c 40 40 L d aL 30 30 0- 20 20 1.0 1.0 0 0 0.001 0.010 0.100 1.000 10.000 100.000 Grain Size in Millimeters TOWN OF BARNSTABLE LOCATION 402 00 C.AAIQr.V1LLC Tkih SEWAGE# ;Lo(Q ^354 VILLAGE e0y7 EJW(c.e_G ASSESSOR'S MAP&PARCEL �4"1 INSTALLER'S NAME&PHONE NO.CJtOC4E5AQ 677 SEPTIC TANK CAPACITY t 1000 c ti LEACHING FACILITY: e &' ) CM44e cEKS (size) i (rip )C � S c� NO.OF BEDROOMS 3, OWNER C-YAJJS s- Ty iEo5 fi5cxu�l.C� PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility hS Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) N 1A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within A 300 feet of leaching facility) f � 4 Feet C FURNISHED BY CAP6WU2E PiCf�iQ/�C�A100 A-i* a� 5' A.Z . as B- Z- q.o a CRlEAR) c� -3 3C R^5 _ �lo.� t3_S, (q•1 y TOWN OF BARNSTABLE LOCATION '/ ® LP G ft .SEWAGE # VILLAGE �G�f l GLL� ASSESSOR'S MAP & LOTS -0?-4 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY Z pt LEACHING FACILITY: (.type) (size) NO.OF BEDROOMS -3 BUILDER OR OWNER —T5O ✓ 1 a5 PERMTTDATE: 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 facility) Feet Furnished by X I ooa 6:Auzr4 WN r V Le P} iu o v. [0. 1 U Ott d; 10AM '' No. 2195 P. Town Of Barnstable Regulatory Services "s t? sreri�s o Richard V. Scali,Interim Dfreetor- v4, Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 office"s 508-862-4644 i Fax: 508-790-630d 1i Installer& Designer Certification Vol-In Date1i •1 Sewage Permit# �8�Assessor's Map\Pareel Z�7 � 2 ty Designer: TG E0aJVle*_6v►q 'rg ------� Installer: C ape WfJe_ Lnrtrprese5 Address: yyDLwax Address: 15-5 Comme.rccal I1 e Mft 02.52)8 Nosti e� q i OnGa---- was issued a permit to install a (date) (installer) septic iystem at b!d C f q(9 V(J(e, �o G j based on a design drawn by (address) G dated IJoveVv�tiier 15, za I�'. (designer) f 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 wdistribution box and/or septic tank. Strip out (if required) was inspected and the soils ere found satisfactory. I I certify that the septic system referenced above was installed with major changes (i.e. t, reater than 10' lateral relocation of the SAS or any vertical relocation of any component �bf the septic system)but in accordance with State & Local Regulations. Plan revision or r6ertified as-built by designer to follow. Strip out(if required)was inspected and the soils Were found satisfactory, 5 �D la certify that the system referenced above was constructed 6f the TW.approval letters(if applicable) A�cN of A e with the terms ,. .,. .. . ss c JOHN L G`�m k 1 v° CHURCHILL Jp, Q stdile Signat e) CIA No teoi► F �s i signer's Sig iffix Des' et amp l fere) ll RET..ltN TO�'AIIlOISTABLE PUBLIC 1 AY,T D STOi�. C)EItTIF)CATIC OF COi/itPLIANCE `UV)[I,L NOT BE ISSUED UNTIL BOTH TIiI FORM AND AS- BUIL�'CARD A)EtI )Et)ZCrxVJED BY THE BARN'STAMY.PYl$LYC T��AT�TT�DYVZST01�. THY-_ Q:1SepticTisigner CettiftAtion Fpri1i Rev 8.14-1J.doc l I i G T.O.F. EL.= 38.4''+ FINISH GRADE OVER D-BOX= 36.0'+_ FINISH GRADE OVER CHAMBERS = 355 - 36.2' PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE GENERAL NOTES PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4" TO 1-1/2" DOUBLE WASHED 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& RISER TO WITHIN 6" OF FINISHED GRADE STONE TO CROWN OF PIPE FINISH GRADE OUTLET TO WITHIN 6" OF F.G. 4" SCHEDULE 40 PVC MIN SLOPE 1% INSPECTION PORT w/COVER TO GRADE 2" OF 1/8"TO 1/2" DOUBLE WASHED STONE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL F.G. OVER TANK EL. = 36.5'f 5" DIA. OUTLET(S) (SEE NOTE#21) CODE AND ANY APPLICABLE LOCAL RULES. @ FND. EL.= 37.0 � - - 1, 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE PLACE RISERS ON DESIGN ENGINEER. PROPOSED 4" 9" MIN. 4.0' MAX TOP OF SAS = 32.20 CHAMBERS w/PIPED 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL EXISTING 4" SCH. 40 PVC 36" MAX. 31 .37 (SEE NOTE#23) , INLETS TO 6" OF SEWER PIPE L 1 BREAKOUT EL = 31 .87 SYSTEM UNLESS OTHERWISE NOTED. SEWER PIPE FINISHED GRADE - 6" 3" 3" DROP MAX 3„ 9" L=10'± 00 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 2" DROP MIN MIN.SLOPE @ 1% PROVIDE WATERTIGHT 0 o ELEVATION = 31.87' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 13" 4" PVC IN FROM JOINTS (TYP.) O 0 00 ��`�� O 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 14" SEPTIC TANK 4" PVC OUT TO --�- o 0 0 0 � THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE O LEACHING FACILITY 1 00 Coo 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL , 12" 6" o0 00 00 0 cD 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48" VERIFY CONDITION OF \ OUTLET TEE 32.00 MIN. 31 .83 0 0 0 0 0 0 0 CD 0 0 0 0 00 0 0 0 0 CD 1 00000 0 00 0 0 CD 00 0o c> 00 0 00 o0 CD CD 000 00 00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES \-GAS BAFFLE 4" PVC TEE 6" CRUSHED STONE _� 00 00 00 00 C 0 0 _ � CDo � FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY 2 0' (-GYP.) 2 0' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE 6.0' 1.75' (3 P.) 1.75' AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX 40.0' T 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 36.28, TO BE INSTALLED ON A LEVEL STABLE " 37, GROUND WATER ELEV.= < 24.00' 6.5' ESTABLISHED ON A NAIL IN A TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. 5' MIN. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK CROSS SECTION VIEW LC-6 CHAMBERS 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES ELEEVATION PRIOR TO ANY EXISTING SEPTIC TANK PROFILE H-20 DIS f.'ibb TION BOX DETAIL TYPICAL CHAMBER PROFILE CHAMBER DETAILS CHAMBER END VIEW TO THE DESIGN ENGINEER. 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE - -- - 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING �.��1`�•' ; » ` _ . ;"; ." ' '( • . TF ST PIT nATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM SWING-TIES • �� • • APPROPRIATE AUTHORITY. • •�'t�1� E' � '• PERC NO. 15819 + • •• ' • I INSPECTOR: Donald Desmarais, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED DESCRIPTION HC-1 HC-2 • ; a )go • i EVALUATOR: Michael Pimentel, E.I.T. UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR { I • • * • � CORNER OF STONE (1) 16.9' 27.6' C.S.E. APPROVAL DATE: Oct. 1999. if p • • TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. 5 "' '• • • • : • U.P. #273/15 ,�• • ' . . 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. CORNER OF STONE (2) 22.T 31.5' • (_ , . • « '� � . �, ,•��_ . �' DATE: November 6, 2018 « • r •« ' 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE / CORNER OF STONE 3 37.7' 26.7' •-� ,-} ? , • ;� • •• . . • TEST PIT#: 1 O _ \` ,r -� n • MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. Q FiO� T CORNER OF STONE (4) 34.5' 22.0' #r �'�'�~ ` • ELEV TOP = 36.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). ZONE �` t ELEV WATER = < 24.00' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN�� � ;• ��5 � ,� �, _.•�� � �� U') G���yOJ GOe'� 3 GUY " , • I PERC RATE = See sieve results below SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. r__ p. WIRE I�1 ' ��Q •• « lI y��p�� �l�l -- / • `• '� j DEPTH OF PERC =_ N/A 16. PROPOSED PROJECT IS LOCATED WITHIN: co �OGI�`� LOCUS • •" • • « • •,• ASSESSOR'S MAP 247 LOT 24 o O £ 0: :. . • • `•. , 0 � TEXTURAL CLASS: 1 -- VP I� I y'. . / • • OWNER OF RECORD: EVANS W., IRENE G. & BARRY TSOULES / • • •' EVANS W. TSOULES TRUST FQ5 �L. Cl � _ � . .� • . nr � � oil ADDRESS: 408 OLD CRAIGVILLE ROAD O S pl WATERLINE f,/'� . . ` , G� VP I • ,,4.Il� u . \. �, j CENTERVILLE, MA 02632 �� (APPROX. • + + e 1 1 LOCATION) �'"'6,o a,. • ''� • • •� � •• • ' �, o c�`L s + ,� • • �- . .� FEMA FLOOD ZONE X s g�� ��Q \ �O 0- ''/` . • �- • ' a COMMUNITY PANEL# 25001CO564J Fill a • - -� . ,M • E 17. DEED REFERENCE: BOOK 30546, PAGE 120 0 .4 /�� VQS�/ 3 \ • y •!I. .� t �$ • •�• 3; 18. PLAN REFERENCE: PLAN BOOK 103, PAGE 75 OI�I / \ • •+ 4 •• • �•� • • ` 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. MAP 247 GRAVEL •> �-' _ •• • •• �, • ; •• • • • 29.00' ( DRIVEWAY LOT 23 - Ejr 4j� r• • . 84" Loamy Sand 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY •: . ; A FOR SEP T iC SYSTEM UPGRADE. JC ENGINEERING W( ' "_ 7 ASSUME ANY LIABILITY MAP 247 ��O •: ; �� 11 �� " �� • ; • 10Yr 3/2 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. I / LOT 24 _ q / • • `._, ��iti1 r.1r 1 • • •• i 90" 28.50 ICI 7,500± S.F. i ! )lye.- il. . (. II r'rA • • • B Loamy Sand 21. A 4 PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A /O \ �' / _ / -- .�r tr# L 'tt -i" • 10Yr 5/6 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A PROPOSED SIX(6) LC-6 96" 28.00' REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. LEACHING CHAMBERS 22. OWNER/APPLICANT/ CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL #408 w/AGGREGATE LOCUS PLAN C Medium Sand REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. EXISTING PROPOSED 4" PVC SCALE: 1 1000' 2.5Y 6/6 23. IN ACCORDANCE WITH 310 CMR 15.401 - 15.405 THE FOLLOWING LOCAL UPGRADE " =\ APPROVAL IS REQUESTED FROM 310 CMR 15.221 7 3-BEDROOM VENT; EXACT LOCATION 144" 24.00' O' DWELLING PER OWNER No Mottling, Standing or Weeping Observed (1.) A 1.0'WAIVER (3.0 -4.0') FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. � of COVEREC HC-1 r'o .n TEST PIT DATA T 0 py/ OQ PORCH - '� (1) CIO ` PROPOSED DESIGN DATA LEGEND ?? PERC NO. 15819 � O �O HC-2 INSPECTION O yf S TP1:2 PORT INSPECTOR: Donald Desmarais, R.S. x 50 EXISTING SPOT GRADE 00, NUMBER OF BEDROOMS (DESIGN) 3 - x0 'gyp' EVALUATOR: Michael Pimentel, E.I.T. - 50 - - EXISTING CONTOUR 3)\ DESIGN FLOW 110 GAL/DAY/BEDROOM C.S.E. APPROVAL DATE: Oct. 1999 TOTAL DESIGN FLOW 330 GAL/DAY DATE: November 6, 2018 PROPOSED CONTOUR PATIO O F, , (2) i DESIGN FLOW x 200 % = 660 GAL/DAY TEST PIT#: 2 50 PROPOSED SPOT GRADE TOF = 38.4'± USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP = 36.00' LJh� -- EXISTING GAS LINE 6 - ELEV WATER = < 24.00' O/H/W EXISTING OVERHEAD UTILITIES MAoP 247 T 25 \ / ✓ O goo INSTALL SIX (6) LC-6 LEACHING CHAMBERS PERC RATE = W W-- EXISTING WATER LINE �36. � � � \�G�� DEPTH OF PERC = \ / 10" CHERRY 5 MAP 247 SIDEWALL CAPACITY TEXTURAL CLASS: 1 TEST PIT LOCATION / 0 3 LOT 10 (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY (4) O (40.0' + 6.5') ( 2 ) ( 2' ) ( 0.74 GPD/S.F.) = 137.6 GAUDAY -- i` EXISTING 1,000 GALLON SEPTIC TANK •s R , Benchmark 0" 36.00' EXISTING 1000 GALLON Nail in Tree BOTTOM CAPACITY PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE SEPTIC TANK TO BE USED X 35 35-� Elev. = 36.28' p PROPOSED H-20 DISTRIBUTION BOX IN THIS DESIGN (3) - SHED A rox. M.S.L. (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY • pp (40.0' x 6.5') (0.74 GPD/S.F.) 192.4 GAL/DAY PROPOSED LC-6 LEACHING CHAMBER PROPOSED H-20 EXISTING LEACHING PIT TO BE DISTRIBUTION BOX TOTALS: Fill PUMPED AND FILLED WITH CLEAN, co / TOTAL NUMBER OF CHAMBERS 6 COARSE SAND, AND ABANDONED REV. DATE BY APP'D. DESCRIPTION TOTAL LEACHING AREA 446 SQ.FT. - -- - -a TOTAL LEACHING CAPACITY 330 GAL./DAY PROPOSED SEPTIC SYSTEM UPGRADE REMOVE ALL UNSUITABLE \ �! - - 841 29.00' MATERIAL DOWN TO "C" SOIL AND --- -34 - - A Loamy Sand REPLACE WITH CLEAN COARSE \ `�33- ____- _____ 10Yr 3/2 PREPARED FOR: SAND PER 310 CMR 15.255(3) �. _ 32- i - gp�� 28.50' CAPEWIDE ENTERPRISES B Loamy Sand - 30- 31 SIEVE ANALYSIS RESULTS 10Yr 5/6 - 96" 28.00' LOCATED 29 (Soil sample taken from C soil in TP1) 408 OLD CRAIGVILLE ROAD MAP 247 SAND 95.4% C Medium Sand CENTERVILLE, MA 02632 NOTES: LOT 9 SILT 4.2% 2.5Y 6/6 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF CLAY 0.4% 144" 24.00' SCALE: 1 INCH = 10 FT. DATE: NOVEMBER 15, 20180 5 10 20 40 FEET EACH SEPTIC SYSTEM COMPONENT. PER TITLE 5 ALTERNATIVE TO PERCOLATION TESTING No Mottling, Standing or Weeping Observed tN OF ,�5 GUIDANCE FOR SYSTEM UPGRADES (EFFECTIVE DATE: 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF JOHN L. PREPARED BY: THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST MAY 3, 20 UNDER POLICY BRP/DWM/PeP-P00-4: CHURLHII`L JR. SOIL TYPEE 6): "UNCOMPACTED" JC ENGINEERING, INC. " PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL EFFLUENT LOADING RATE FOR NO. 41807 2854 CRANBERRY HIGHWAY BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. CLASS 1, > 85% SAND = 0.74 GDP/SF EAST WAREHAM, MA 02538 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS. SITE PLAN- ASSUMED PERC RATE = < 2mpi r - 508.273.0377 SCALE: 1" - 10' Drawn By: SJI Designed By:MCP 1 Checked By: JLC JOB No.4419