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HomeMy WebLinkAbout0038 LAKESIDE DRIVE - Health 38 Lakeside`Drive ` .Mar'S' IIS"Mlll''S` � .r 7 TOWN OF BARNSTABLE LOCATION LAkC5iDC— Dk MM SEWAGE# VILLAGE P?-stoNS t4u-L,� ASSESSOR'S MAP&PARCEL IO % INSTALLER'S NAME&PHONE NO.dAPGWi-0G SEPTIC TANK CAPACITY 1500 C-44CLO05; LEACHING FACILITY. (type ) jO0%(, C6}4*40-S (size) NO.OF BEDROOMS _3 OWNER B6gEwr),to PERMIT DATE: f —of 5 —.2 p i l COMPLIANCE DATE: Separation Distance Between the:Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility N A Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) N I A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) ® Feet FURNISHED BY •XJ i 3 ° 00 A_14 GY t 30 8 c ° A-3= 2o 9-3-' LAI ® ® A-42 3�.Y ` 13-4-(1.1° ° a 5 A- 5- 36.5 Q^5° Cl ,1 `10•1' IQ2" No. � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. :39 (,Ae-,S(D6 M M M Owner's Name,Address,and Tel.No. c3ke0PAW bA" Assessor's Map/Parcel ��a. ®/� C�Q-C#�RuK�C S-'#;X W.PO)OS / Installer's Name,Address,and Tel.No._S02 r4-17-86"7"T Designer's Name,Address,and Tel.No. 'Csce>ID� EA1_R5j ;YG Type of Building: Dwelling No.of Bedrooms 3 Lot Size r 000 sq.ft. Garbage Grinder( ) Other Type of Building 9G6 t Df70Ti i4t-- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided �4 a q gpd Plan Date a4—,;t,::>t'7 Number of sheets Revision Date Title �� l}��Sl D� �.�1l� l�1�fZ��tl•!S' Jy,f LLS Size of Septic Tank ( Q G*LA-W Type of S.A.S. C.�— C1 11� Description of Soil ktkb 'GOAASi O /O ciz- *UEL., e—v AOCAS 3.9s`, .56E �cN Nature of Repairs or Alterations(Answer when applicable) 3N� [.L._ �VLll.7 l J CX� L L-� /!� :5GPT1G i14 j -ro uELO -box Z'o (61)�S CDC- 1AA �C_i4 &t�' w1YI4 �L stz r 6P iA Gz,a--M- sUx)b Jkj C_�_- Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Hea i d o Date 1 ' a`" �1 7 Application Approved by v IK� Date Application Disapproved by Date for the following reasons Permit No. Date Issued ems.• F ' t✓� Y �-�' `''�� _. r� 1�,�� r• �, r�t � ,� i, <'..�. �i�-'� ''1'� _..s. '"cC''`t.....->.`�y+`Y�` ' "'�`-'wn- i f/ - _�`i r_ No. ` •1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 4plitation for Mis loBRf 6pstem Construction permit ,.. Application for a Permit to Construct( ) Repair(o Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.39 M M Owner's Name,Address,and Tel.No. 13ALtaJPAM DA`Y Assessor's Map/Parcel j4� 0/0 sT 0;1�W.�OX3c�2yf (� Installer's Name,Address,and Tel.No.Sdg—47 7--$8-77 Designer's Name,Address,and Tel.No. GiQPs�!1�S E Q15Z�'S ,'G 46"6lFJ��7z-lAfir- L. J5 C?r �.45WpES ,at5qCAAN f4w Type of Building: Dwelling No.of Bedrooms 3 Lot Size I t 04>0 sq.ft. Garbage Grinder( ) s Other Type of Building RCS I D 6?-)T(,4L— No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided gpd Plan Date 014-,;zo 17 Number of sheets Revision Date i Title (AFSSIDE tklU-6 MAPS-my-J N1.1l.C.S Size of Septic Tank I-G'bQ G*Lj—ON Type of S...A.S. X.)5r 64444 Description of Soil `tel) —(_OAR'90 5;oW Cc kucL 8 4:to 864AS 3LIt '.� -5c-c E n W Nature of Repairs or Alterations(Answer when applicable) ::rlV5-r1j4(_ 1V6-A.) lSG!'� G,4(.. (`� (� S�'t�G.?t4kJ< Date last inspected: Agreement: - i 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—, r, Si ed, // n Date Ok 5 1-D( 7 Application Approved by IV �1/ ,i ..�} Date Application Disapproved by V r y Date for the following reasons Permit No. Date Issued ----- --------------------------------- -- ----------------- - - - - -- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Comphattre THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(u) Upgraded( ) Abandoned( )by CAPF_vJrnG 4-3* &5S-9 at 8 LAkc—S(DE ZQ1 Vim' M M has been cons cted in acco ce with the provisions of Title 5 and the for Disposal System Construction Permit No d ed i Installer (Nyagd(ne- ei,,J�E�R(S6S Designer 3'L r 16�x16Z�C1�/Cz- x1VC. #bedrooms Approved design flow 3(„7 gpd y The issuance of this permi shall not be construed as a guarantee that the system wil,func'on as designed. Date s� s� Inspector v� n r -----------------•/ - - - - - - - - No. / //NO Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem ConstrULtion Permit Permission is hereby granted to Construct( ) Repair(X) Upgrade( ) Abandon( ) System located at M u e ��1s� 111 l CL� 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:Cons pleted within three years of the date of this permit. Date (/�% Approved by i I 01�!23/2417 10:37 5062730367 #5274 yP. 001/001 Town of Barnstable Regulatory Services Richard V. Seali,Interim Director �sr�au, r a Public Health Division ► ' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office, 508-862-4644 Fax: 508-790.6304 Installer& Designer Certification Form Date: 27 7 Sewage Permit# 90 C1- a a Assessor's Map\Parcel 1 Q Z 1114 Q Designer: SG SnG, Installer: Cage-wicie. OntKer(ses Address: 2b5y Ccaoba i hwA Address: 1.55 cowWfxctol S�fee.t Eds� W Ar6ww YIA 025,9 M6sluee-4 rA 021.-H1 On C,eevuiae 6444-e m3 was issued a permitto install a (date) (installer) septic system at 9 Lakeside w 1U e— NN based on a design drawn by (address) C Cv1�irteecio Trc . dated (desig er) I certify that he septic system referenced above was installed substantially according to the design, w ich may include minor approved changes such as lateral relocation of the distribution b x and/or septic tank, Strip out (if required) was inspected and the soils were found satisfactory. 1 certify that he septic system referenced above was installed with major changes (i.e. greater than I ' lateral relocation of the SAS or any vertical relocation of any component of the septicsystem) but in accordance with State& Local Regulations. Plan revision or certified as-bi ilt by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed ' e with the terms of the RA approval letters (if applicable) "0F"'As,� ram' cy JOHN L. G CHURCHILL (Ins alter' Sig re) NO CI lea? 4 i ( tgner's Signature ) (Affix Des' ter amp Here) P E RETURN ' PUBLIC HEALTIrI'DI SION. CERTIFICATE. OF COMPLIANCE WILL. NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CA AR RECEIVED BY THE BARNSTAB.LE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Designer Certiflootion Form Rev 8-14-13.doc DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Sdil Color Soil. Other Surface(in.) (USDA) (Munsell . ) Mottling (Structure,Stones;Boulders. ' o i ten w.96'Ciravel) (4 " 34' � L S /D1r y/6 UI-132 C Nl-CS 2 . 5Y6A - /6-ZU% .,gra-ej DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure, re,Staves,Boulders. onsis en %Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Conailtency.%O g DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stottes',Boulders. Co si ten Flood Insurance Rate Map: Above 500 year flood boundary No— Within 500 year boundary No f Yes Within 100 year flood boundary No.✓ Yes _ Depth of Naturall Occurring Perv ious _ 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? e5 If not,what is the depth of naturally occurring pervious matorial? 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 experienc escribed in�10 CMR 15.017. Signature Datfi 1-2 Y-/7 Q:1S.EPTIC\PERCPORM.DOC Town of]Barnstable P# z Lyn Departiment of Regulatory Services v u.MarAB r Public Health Division Date Me- rFD MKt�1 200 Main Street,Hyannis MA 02601 Date Scheduled Time J,tom— Fee Pd. ►-► Soil Suitability Assessmentfor Sew e Disposal Performed By: 1.,i� � Pc�v►erg�1 e.TT' es& Witnessed By: r GJ1�U�1 LOCATION& GENERAL INFORMATION Location Address 3 f 4 K�f l TJ E D��s C-� Owner's Name 0—L--' (ZK �l-f r&(TR C� kST0�1�` Address 1 Assessor's Map/Parcel: Engineer's Name TC ct1J� t •� L, NEW CONSTRUCTION REPAIR Telephone# 5a(a•-477^919'7• y)8-273-v377 Land Use: St05tc Eawi l y dterell fn! slopes(%) 1 - 2— Surface Stones Distances from: Open Water Body 8 Possible Wet Area ft Drinking Water Well — ft Drainage Way ft Property Line !0 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) fee. a•�'1�d��1 la., P Parent material(geologic) a5� Depth to Bedrock 7'> 3 2 675 Depth to Groundwater. Standing Water in Hole: 7 3 Z b,S S Weeping from Plt Face 7/3 2 ��S Estimated Seasonal High Groundwater 7 3Z bgS DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: 3)ireck- ObSeruafwn Depth Observed standing in obs.hole: Z _In, Depth to soll mottles: In. Dcpth to weeping from side of obs.hole: — In, Groundwater Adjustment — & Index Well# — Reading Date: — Index Well level _ Adj.factor, — Ad).Groundwater level,s PERCOLATION TEST bate 12�Z47/G�lym� ll aM Observation Hole# j Time at 9" � u Depth of Perc �� 5 �' Time at 6" Start Pre-soak Time @ fl.00 Ar1 .. Time(9"-6") — End Pre-soak •/ � Rate Min./Inch 4 2- Site Suitability Assessment: Site Passed Yes Site Failed: Additional Testing Needed(YIN) Al 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 FINISH GRADE OVER D-BOX= 88.8't FINISH GRADE OVER CHAMBERS= 88.7' - 89.1' GENERAL NOTE S TOP OF FOUNDATION - 89.4 t SLOPE @ 2% MIN. OVER SYSTEM j PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT t'sOVER OVER 3/4 TO 1-1/2 DOUBLE WASHED ' 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= RISER TO WITHIN 6"OF FINISHED GRADE „ STONE TO CROWN OF PiPE OUTLET TO WITHIN 6"OF F.G. , 4 SCHEDULE 40 PVC ACCESS BOX WITH COVER TO GRADE „ METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL 2 OF '118 TO 1/2 DOUBLE WASHED FINISHED GRADE 88,$ t MIN SLOPE 1% SI'.:E NOTE#21) CODE AND ANY APPLICABLE LOCAL RULES. @ FOUNDATION= 88.71E 5" DIA. OUTLET(S) ( _ STONE OR,GEOTEXTILE FILTER FABRIC � , _.,.._..__a _. 2• 20"MIN.ACCESS „ -- _- ._..w.._~�_-._ _., .___. .____..__._.._. .._ ._.__._�____.�._ _ __ ..�.�.__.___._.._.__...-_.___ __.�_....___ ____..___ _. .ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER(3.j.1,P.) 9 MIN. � DESIGN ENGINEER. -) 36"MAX. „ TOP OF SAS= 86.10' PLACE RISERS ON ALL PROP. SCH. 40N 9„MIN. „ MIN CHAMBERS WITH 4" PIPE WITH' O PROP. SCH.40 36 MAX. ► 9„ N INLET PIPETS TO 6"OF SCHEDULE 40 PVC P E WI WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER PVC SEWER 85 27 36 MAX BREAKOUT EL= 85.77 SYSTEM UNLESS OTHERWISE NOTED. FlNISHIED GRADE r ,; ��„ 2" DROP MIN. „ _ 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN MAN.s�oPe ��� 6 3 3" DROP MAX. 3 9 L-14 t o ELEVATION =85.77' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A - - - - MIN.SLOPE �% PROVIDE WATERTIGHT I JOINTS TYP.) _ o 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 13" 4" PVC IN FROM (_. -} 14" 86.2rJ� SEPTIC TANK 4" PVC OUT TO ! C� L� 0 C`1 0 0 0 0 O 0 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. LEACHING FACILITY t © o 0 :f 0 00 � C� O � 0 0 0 � � 5. 'SLOPE ALL SOLID PIPE AT 1.0 to MINIMUM. I 12„ 6„ o0 o c 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. OUTLET TEE 85.90' Mi 85.73' 2' 0 °° o = o0 ' 86.50� 48 ? o 0 000 0 7• LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 6" CRUSHED STONE �-� o FILLING WHEN SYSTEM iS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS GAS BAFFLE � o � � � � i � � � Q 0 001 o LJ � � � � o 12.8'OFFSET TO HSE. FND OVER MECHANICALLY o T NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH COMPACTED BASE 4.0" 8.5'(TYP) , 4.0' 4.0' 4.0' , AND DESIGN ENGINEER. 6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX (TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 90.00' OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE 25.0' ESTABLISHED ON NAIL SET IN TREE AS SHOWN ON PLAN. COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.= < 77.10 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE-LAID LEVEL. 83.27 12.83 GALLON H-10 CONCRETE SEPTIC TANK 5'MIN. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT PROPOSED 1,510 �„ , ,, 2 - 500 GALLON H-10 CHAMBERS CHA°MISER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES LENGTH 0 -6 WIDTH 5 -8 DEPTH 5 -8 (Dimensions per Wiggrn CROSS SECTION VIEW Precast Corp.,Pocasset,MA) TYPICAL. CHAMBER PROFILE ,� TO THE DESIGN ENGINEER. -g�� _ DETAILS L_ , :' .: . , �._? t TIC tANK PROFILEDISTRIBUTION 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. A .. „= NOT TO SCALE NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING t REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM 4Yt f'i t """ 1l B it'grOu nds`, "� `r APPROPRIATE AUTHORITY. NOTES: a; , ! , CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF PERC NO. 15240 THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST ( °{ ` :, , Y. "` sy ''- _ ° INSPECTOR: David W.Stanton R.S. ? 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL i t' I UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR f •` • = EVALUATOR. Michael Pimentei, C.S.E BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. �''`�, ._ - -: .-- -• P TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. C.S.E. APPROVAL DATE: Oct.1999 2.) ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 2,THE 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. i ,,!. - ;• I i DATE:, December`29, 2016 GROUNDWATER PROTECTION OVERLAY DISTRICT,AND THE ESTUARINE 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM SUBSOIL AND UNSUITABLE �� < ; 1 ER QU , CO , WATERSHED AREA. 1+1 . • . - i; TEST PIT#: ice` - --""=T,;�, _ ,. a MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. a' ELEV T =! � �' `f "• � � , �• # ' � OP 88.10' � REPLACE ALL UNSUITABLE MATERIAL WITH GLEAN COARSE SAND FREE FROM CLAY, i i: .• • `," M ; FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 GMR 15.255(3). r, "' r; • ;. ELEV WATER= <77.10' I m: . ': ( 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND iN N ! , ,� ' ` f PERC RATE_ <2 mpi SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. ff .t i i o- C� _ • I` - DEPTH OF PERC= 36"-54" 16. PROPOSED PROJECT IS LOCATED WITHIN: MAP 102 ! OwE PARCEL 6 00 M c ASSESSOR'S MAP 102 LOT 10 t- C -, ;_ z=,► U,S' TEXTURAL CLASS: 1 LOC I 1t �► -- -;,r. OWNER OF RECORD: HERBERT F. CLARK III i t3 y�S• tj w,T s • # ._ 110.00, • N88 18'30" ,� . , ADDRESS. 2 LAGRANGE ST#2 :. W `"" .F,, ' �. , .�'r ,��� � '`�� t : ��' `'"� ' •` I� � I A Loamy Sand 1 1 I b ,, t � ,,_..^-v-���'l.f^ I �.,�, _,� ,; . ;� f � � 1. it � ' €,'� f 10Yr 3/2 � WEST ROXBURY MA 02132 14" PINE i Yp / ,- ;* I FEM OD ZONE 4.2_ ` - -,,,. . : •. , rt B Loamy Sand i �, � -°�';.� ,��� 43 10Yr 4/6 � COMMUNITY PANEL# 25001 C0542J j; f MAP 102 I: , Ir ' 36" 85.10' 17. DEED REFERENCE: DEED BOOK 24768, PAGE 320 PARCEL 10 k ,-a m b l 2 yl �! •. ' ., .,; +, ..:;.. 11,000 t S.F. � �� "'�, -.a;" ' � _ t _;,- � --�--'� ;� °��, ,', 18. PLAN REFERENCE: PLAN BOOK 138,-PAGE 25 Perc i TP 1 , F . , 54 - ''` ' �, 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 12 Pt, 88x3 JD'12 y 88pp t P O l C A , (T x1 !1! f R Jl �T1T Lvt,TIIVF r.',,. n fr' V/ i �r ,_ _r 2 P N _. EXISTING WATERLINE , _ '� 0 PROPERTY LtNF.1.,,F RMATlON IS ONLY APPROXIMATE. THIS PLANTS TO BE USED ONLY. f r q _ eS Sand __ ' _ r �Med C ars a r _ . I-Q. .s.1.4.� Wit' . � . . '�!, ._ t_- ��'J� ,__. Y ,�.EPA".C.v��. �' ., ._....S , ..�C.�,Mi �..'lJ AN �,1F�1 CITY 8x5 18 PINE 8 ! 2.5Y 6!6 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. t ,z , TP 2 , _ 10-20/o Gravel& 6 OAK �. -R---� � � � , � .; - ,� ; ' C 21: A 4 PERFORATED SGH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A \� \�`\. � � n.. . ..:,.. Gobbles a 5" HOLLY 88x2' \ \\�`. I r DEPTH F THE BOTTOM OF THE S AND EXTEND OF i Ir :. t3 O B SA A EX E TO WITHIN 3 FINISH GRADE. A ' } REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. r I " .4" OAK(FLAGGED) 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL 6 POLITY ` PLAN REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. 10" PINE - LOCUS 88x4� EXISTING 3-BEDROOM DWELLING SCALE: 1 1000'" 132" 77.10' v M TOF=89.4'± �? 88x7 No Mottling, Standing or Weeping Observed a i MAP 102 ;� PARCEL 9 o i F _ LEGEND f�611 DESIGN I G I DATA � TEST PIT DATA HC- 50x0' EXISTING SPOT GRADE t w PERC NO. 15240 12" PINE (FLAGGED) 6" FINE �. �� \\ - _ _ _ 50 _ EXISTING CONTOUR { o MAP 102 NUMBER OF BEDROOMS(DESIGN) 3 INSPECTOR. David W. Stanton R.S. 88x6' ;, , o EVALUATOR: Michael Pimentel C.S. r� PROPOSED CONTOUR h v p PARCEL 11 DESIGN FLOW 110 GAUDAYIBEDROOM LU E STOOP ° x 12' PINE 6" HOLLY O� o r TOTAL DESIGN FLOW 330 GAL/DAY C.S.E.APPROVAL DATE: Oct. 1999 50 PROPOSED SPOT GRADE I F, 88x6' r .k N Z DATE:r 23 0 660 December29, 2016 GAS EXISTING GAS LINE „� �TRPL OAK 5-5-6" ( DESIGN FLOW z 200 /o = GAUDAY PROPOSED I ` USE PROPOSED 1,500 GALLON SEPTIC TANK TEST PIT#: 16"" P /E (FLA LED} � L1/1--��W EXISTING OVERHEAD WIRE DISTRIBUTION BOX 8 ! C� ELEV TOP= 88.20' � s Li TEST PIT LOCATION ELEV WATER= <77.20' , PROPOSED INSPECTION PORT (4 8, Pig , , I 1 EXISTING CESSPOOL E t ( PROPOSED 1,500 GALLON i PERC RATE_ 1 PINE N ~;, , H-10 SEPTIC TANK DIET INSTALL 2 - 500 GAL. CHAMBERS W/ AGGREGATE p pE _ PROPOSED 1 500 GALLON SEPTIC TAN PROPOSED TWO (2) 500 GALLON I s,<, 3) / 1 DE TH OF RG O K H-10 LEACHING CHAMBERS W/ x v� 5" IN _ `.,4; 88x9' DRi�rE ` Y:Y SURROUNDING AGGREGATE '� SiDEWALL CAPACITY TEXTURAL CLASS: 1 PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE 18" PINE i 1 r;> '•'-- 89 qyg (LENGTH + WIDTH) (2 SIDES) (THIGH) (0.74 GPD/S.F.) = GAUDAY Q PROPOSED DISTRIBUTION BOX 10 PINT" {� `,.. {25.0'+ 12.83')(2 ) (2' ) (0.74 GPD/S.F.) = 112.0 GAUDAY ; - 1{3.0' AEC ���6 PINE 0" 88.20' O PROPOSED 500 GALLON H-10 LEACHING CHAMBER 10 O t i BOTTOM CAPACITY A Loamy Sand F' `25A' � 10Yr 3/2 - � {5 3 HOLLY� 8' PINE - -" I i m (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 6" 87.70' 89x1 � J ,,, 6} Benchmark_ (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY 8 Loamy Sand 4 89x2 _ `` Nail set in Pine 10Yr 4/6 3" HOLLY 8" CEDAR � � Elev. =90,00' „ t ao 89x3 A rox. M.S.L. - 36 85.20 �- 89x6, pp TOTALS: 1 rtLL ti 's_ , REV. DATE BY APP'D. DESCRIPTION } i 3" HOLLY 3" HOLLY � I 2 i TOTAL NUMBER OF CHAMBERS `� ----- 10 TOTAL LEACHING AREA 472.2 SQ.FT. PROPOSED SEPTIC SYSTEM UPGRADE 89x1' TOTAL LEACHING CAPACITY 349.4 GAL./DAY I S88° 1$'30"E q4, i 1 PREPARED FOR: UP. 56512 I. Med-Coarse Sand _2.5Y6/6 CAPEWIDE ENTERPRISES a4lrw ��f rk - . ° 10-20%Gravel& C�/H/W R -r `/H/W C/H/k'� 90- c,�d ! - ref t C~r �wir � ®�w w - r �iw - f C Cobbles i _ "" ''"{ i LOCATED AT SWING-TIES --.-� -- --- �` .__. _ 38 LAKESIDE DRIVE 1 EDGE CF PAVEMENT(TYP) -- --_. -... !{ DESCRIPTION HCA HC-2 _ ,t MARSTON MILLS, MA 02648 SEPTIC TANK COVER(1) 15.6' 39.6' LAKESIDE DRIVE i SCALE: 1 INCH = 10 FT. DATE: JANUARY 24, 2017 SEPTIC TANK COVER(2) 17.6' 45.4' (40'WIDE LAYOUT) 132" 77.20' �0'U4 0 5 10 20 40 FEET 1 of nays � r CORNER OF STONE(3) 25.6' 52.3' No Mottling, Standing or Weeping Observed ����1 , PREPARED BY: ��� ��r, R. JC ENGINEERING, INC. CORNER OF STONE(4) 45.T 76.0' RESERVED FOR BOARD OF HEALTH USE � I �`<, cxu�c �3 CORNER of STONE2854 CRANBERRY HIGHWAY (5) 52.6' So.3' SITE PLAN f EAST WAREHAM, MA 02538 F STONE 6 36.6' 58.4' SCALE: 1"= 10' CORNER O O ��� L f. E � , ,° , � 508.273.0377 i Drawn By: BJW Designed By:BJW I Checked By: MCP JOB No.3692