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HomeMy WebLinkAbout0056 RICHARD'S LANE - Health 56 Richard's L.`ane , Centerville k A = SMEAD No.2-153LOR UPC 12SU anM�d.Con+ • Yade In USA 1 �m✓ kSFI ftomm TOWN OF BARNSTABLE LOCATION 5 T>5 LAQ e SEWAGE# ao 1 fry 3,DL-7 VILLAGE <26t TJZkVf1 C[ ASSESSOR'S MAP&PARCEL ;L30 11 INSTALLER'S NAME&PHONE NO.CAVr--U1 0G &;,ERL-14lSCS zL 4�70-RR 77 SEPTIC TANK CAPACITY 15co c"w-b(J LEACHING FACILITY:(type�A)ab0 JAL C_44A&4ia S (size) !a,2 I x %,L NO.OF BEDROOMS OWNER PC-TELL C-YOTHIA 04-42 RA PERMIT DATE: _ q (9 COMPLIANCE DATE: Separation Distance Between the: A Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility A Feet Private Water Supply Well and Leaching Facility(If any wells exist on site-or within 200 feet of leaching facility) +- 1A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within / 300 feet of leaching facility) LL_ / N l A Feet FURNISHED BY C�P �� C�L�sTCl�a:lSceS (��•� A- 1- 19•�' C - ` ",2-' A-z- 21 c" 1 " 8 .2 ° A-3= 'ith' e A-4 5zl _% 5t.1° z O 4,51 K«Ivvd; 10.9 4.1= 13.�� 5 Fee 07) No. aO W r � Entered n computer: - THE COMMONWEALTH OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 4plitation for MispoBal *pstrm Construction Pamit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 5(P P t C14AV DS LAA)6 Owner's Name,Address,and Tel.No. L+®V i LCE PG7S t <:wJT 'o A 01—®TKA Assessor's Map/Parcel 2,30 IL 1 5 tC _ C01i�w Installer's Name,Address,and Tel.No.`i®%—4l"l'K271 Designer's Name,Address,and Tel.No. 57©V3-X 3-0�77 Type of Building: Dwelling No.of Bedrooms 3 Lot Size of I, 5 sq.ft. Garbage Grinder( ) Other Type of Building [RES L D612ttA L No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 3 V-9, gpd Plan Date q" *-,D ay Number of sheets I Revision Date Title—54 kl tKkAk" 4,ANG7 92&M�& ft L-LC Size of Septic Tank 1560 f�+4' c(-ax)S Type of S.A.SC,2) Description of Soil Ad rb 0 o,0�6,55 A5-35 9U Nature of Repairs or Alterations(Answer when applicable) '''g�l,''DL,( Lj 4S�W L) U-/b S4�TlC � - fl U Iu A-Go)!� Iy( ) Svo Cjeuau 4-20 Ca&_&R eS turn-) 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. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ( � Date Issued �_.� �r f No. �(] l / .7j �� Fee «;. THE COMMONWEALTHEntered in computer: OF MASSACHUSETTS ( Yes PUBLIC HEALTH DIVISION - TON OF BARNSTABLE, MASSACHUSETTS , '«W J 21pplitation for -Misposk 6,pstem Construction Permit Application for a Permit to Construct( ) Repair( Upgrade(y) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 5(p k(CNAV% L,A N E Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel � V 1 L k PETat £ GNtAjTk t o OLOTKA a?j �( Installer's Name,Address,and Tel.No.:56%-10,-i-$$77 '' Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size 't sq.ft. Garbage Grinder( ) Other Type of Building 136."�OWTt A L No.of Persons Showers( ) Cafeteria( ) ft 4 Other Fixtures r Design Flow(min.required) :Q gpd Design flow provided 3 T9, gpd t Plan A-*-Date Cf- $. p I Number of sheets Revision Date Title e �r- g2&VTE-.T Y1 L.LE Size of Septic Tank Type of S.A.S&O) ��pa [.�.Ok� C4,449tMs b Description of Soil 14,��i—C!a":S6- -:4"D A5- 95 Nature of Repairs or Alterations(Answer when applicable) Z7kj<&K,6f, 4.t*.1 4Sa0 C-0& dly 14-/a SG'� IG 74$tT-K�Q 11 1a D-d G C lb �2)�oo C iu A-ZD C!�'f* S Will-) _War �EC�€ S�c„ue iLA--° 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. Signed A / Date * Application Approved by L Date �Q Y Application Disapproved by Date 1 for the following reasons _. Permit No. a ob � Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(K) Upgraded( ) Abandoned( )by�2 A­P F(,y 1 b G )"l` Ra U.0 at G T21C.N ?�1S LANE ✓!LLC has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 7dated "1 - I Y IV, InstallerQAQ{7 Ibr F&)M9WKK Designer ZM &JezI(1J e:''t #bedrooms �j Approved design flow ,, 3Q gpd The issuance of his -ermit shall not be construed as a guarantee that the system will fu,:ffib7,a(s��esign hd. Date ( Inspector I --------------------------------------------------------------------------------------------------------------------------------------- No. r)-P j Fee 00 1 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction permit Permission is hereby granted to Construct( ) Repair(K) Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction)musst be completed within three years of the date of this permit. Date I �� J lQ Approved by1f %■10/,11/2016 17:54 5082730367 475094 P. 001/001 %N %■ Town of Barnstable Regulatory Services s Richard V. Scali,Interim Director "Six ! Public Health Division 1639 �� o n " Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: �0"��"16 Sewage Permit# 101(o -3a7_Assessor's Map\Parcel 2501115 Designer: Inc., Installer: GaeeWiAe l=n�'*tet[se;S Address: Zb5y a.tbe.rc i Hwa Address: 15"5 comoyie.4-cio1 SEreJ E04} w ItOftao,l ytFt 67. S riA 02(oN j ► i On " t Lt~ (� Gc eewiAe, Er "erbes was issued a permit to installea (date) (installer) `Q s�2 septic system at g f G�O--d 5 based on a design drawn by (address) G rn�in�eri n 'Th G dated (desig r) I certify that 1he septic system referenced above was installed substantially according to the design, wl ich may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected,and the sails were found satisfactory. { I certify that a septic system referenced above was installed with major changes (i.e. greater than 1 ' lateral relocation of the SAS or any vertical relocation of any component of the septic stem) but in accordance with State & Local Regulations. Plan revision or certified as-bt ilt by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory, i I certify that the system referenced above was constructed "OF a with.the terms of the M approval letters (if applicable) AS•c JOHN L CHURCHILL J& CI ! (In taller' Sig ture) rlp 1Bpy ( igner's Sig ature) (Affix Des' er amp Here) PL SE RETURN TO ARNSTABLE PUBLIC HEALT DI SION. CERTIFICATE OF COMP IANC WILL NOI BE ISSUED UNTIL BOTH THIS FORM AND AS BUILT CARD AR RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. I THANK YOU. ' Q:\Septic\Designer Ccrtific Lion Form Rev 8-14-13.doe i Town of Barnstable P# Department of Regulatory Services H Public Health Division Date MARS. Ivy p �� 200 Main Street,Hyannis MA 02601 lED�A co Date Scheduled Time Fee Pd.— >a co Soil Suitazlzty Assessment for Sew a Di pose- Performed By:_ I C.hae I PI mP 'l 2I . . C.S.re.. I Witnessed By: i LOCATION&.GENERAL INFORMATION Location Address i Owner's Name M.T69-f eYiJU'A bCOTKA ��p R(aq,4Pb,' 4-4)U& C Address 5(0Pztf� kV<, Le. C.I,VlL-e_� Assessor's Map/Parcel: / "PS-W(PE J® �/ Engineer's Name JL E(\J(tX,JCZ�tt-)C=r .2 ' NBW CONSTRUCTION REPAIR Telephone# 502—4- 7—g,9-7-7. SQ8-a 73-03 a7 ' Land Use• sIm `4e. gwMj T,\4-1)i Slo es 96 / /� P ( ) ` �n,/� Surface Stones Distances from: Open Water Body �10 d ft Possible Wet.Area'10 V ft Drinking Water Well 2_mLft Dmlhage Way �1 0 ft Property Line 1-Oft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands-In proximity to holes) 1 l o,�Wa�' rr Parent material(geologic)•e - C('�7l t T Depth t0 Bedrock > Depth to Groundwater. Standing Water in Hole: >1 Jrr O r e'}'�! lJ 6 S Weeping from Pit Fnee Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL'IHGH WATER TABLE Method Used: 0ir'ef I O6Efl-ftlo(v/ r Depth Observed standing In obs.hole: > J. In, Depth to sell mottles: •5 J 5•G In., Depth to weeping from side of obs,hole: 7 J �ln. Groundwater Adjustment &/A ft. Index Well-# Reading Dew Index Well level�� Adj,•fhetor Adj.Groundwater.Level,. PERCOLATION TEST bate S 3i Lyme i1110b ate, Observation Hole# Time at 9" Depth of Pero e�rr� Time at 6" Start Pre-soak Time® 'I'�1 ai^' Time(9"41 End Pro-soak I I s SG rh Rate Mih./Inch Ol Site Suitability Assessment: Slte Passed S Sltp Palled: Additional Testing Needed(Y/N) 1" 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(I)week prior to beginning. Q:ISBPTICIPBRCFORM.DOC DEEP•OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Shcl Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Stnuctum,Stoneg;Boulders. • , o rsistency.%'t3ravel) 1'oc,rll Viand r 6� 1a � 0 C ,/"led-(ua'fe JonA ) S .516 Ro 3�o Cobb1c5�. •�l . ouid2r a.� 6rctvel ` C 7 t•r • DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soll Texture Soil Color Soil Other Surface(inj' (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. f DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. conslitangy, DEEP OBSERVATION HOLE LOG Hole# Depth from Soli Horizon Soll Texture Soil Color soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency, Qmvel) Flood Insurance Rate Map: Above 500 year flood boundary No Yea Within 500 year boundary No Yes Within 100 year flood boundary No.,�t-l— Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring per I us matorlal exist in all areas observed thrpughout the area proposed for the soil absorption system? YES If not,what is the depth of naturally occurring pervious material? ,.. Certi� ffcatlon I certify that on Id"�7—99 (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,expertis=aperI:r-nca decribedin 10 Cl IlM 15.017. SignatureDate Q:WHPTl0PBRCPORM.DOC - FINISH GRADE OVER D-BOX = 45.5'± � TOP OF FOUNDATION = 59.4 ± FINISH GRADE OVER CHAMBERS= 45.2 _ 45.5 GENERAL NOTES PROVIDE EXTENSION RISER FSLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED j-REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE WITH COVER OVER INLET& -- FINISH GRADE OVER TANK EL.= RISER TO WITHIN 6" OF FINISHED GRADE UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISHED GRADE OUTLET TO WITHIN 6" OF F.G. , , 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL 47.0 - 48.0MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) N OF G T XTI DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. @ FOUNDATION = 52.0'± r5" DIA. OUTLET(S) STONE OR GEOTEXTILE FILTER FABRIC 20"MIN.ACCESS 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 36" MAX. �-jPLACE RISERS ON ALL DESIGN ENGINEER. COVER(3 TYP.) g��MIN 1 TOP OF SAS= 42.50 PROP. SCH.40 9" MIN. 9" MIN CHAMBERS WITH 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL rPROP. SCH. 40 4,� P�rC TEE.-.. 36" MAX � ✓` LET r'�ii cS i G o' yr 9 PVC F�ii7f= j / PVC PIPE I 41 "50 36 MAX. BREAKOUT EL = 42.UO SYSTEM UNLESS OTHERWISE NOTED. � FINISHED GRADE 2" DROP MIN. i jTL , 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN MIN S!OPE A 1% 6" 3' 3" DROP MAX. 3" 9' L=21 ± MIN.SLOPE @ t'lo� PROVIDE WATERTIGHT o ELEVATION = 42.00' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 13" 4" PVC IN FROM _! JOINTS (TYP.) ��� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 14" I 44.25' SEPTIC TANK 4" PVC OUT TO 0 0 O 0 0 0 00 0 0 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. I '� LEACHING FACILITY o r-, 00 oQ 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 44.50'-� 12 'DP U 0 L� CI °° 2' o 0 00 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 48" OUTLET TEE 42.001MIN. 41 .83 0 0 0 °° o0 0 0 o0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE 6"CRUSHED STONE o o or 000 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY o _ NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 15.2'TO FND COMPACTED BASE 4 0' ( 4.0'` ! AND DESIGN ENGINEER. 8.5 iP/ 4.0 4.0' 6" CRUSHED STONE + 5 OUTLET DISTRIBUTION BOX 4 833') 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 50.00, TO BE INSTALLED ON A LEVEL STABLE 25.0' ( ESTABLISHED ON THE CORNER OF A STONE POST, AS SHOWN ON PLAN. OVER MECHANICALLY BASE. FIRST TWO FEET OF OUTLET < 32.80' COMPACTED BASE C C C Z39.50' GROUND WATER ELEV.= 12-83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK (H-10) PIPES TO BE LAID LEVEL. 5' MIN. � THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10'-6, WIDTH 5'-8" DEPTH 5'-8" (Dimensions per Wiggin CROSS SECTION VIEW 2 - 500 GALLON H-20 CHAMBER GHAMi3EK END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES Precast Corp., Pocasset, MA) TYPICAL CHAMBER PROFILE u a ��� nC. TO THE DESIGN ENGINEER. NOT TO SCALE NOT TO SCALE FAH NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. -ll � �� CHIT (� �- 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING oS� ' Island ` / REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM MAP 231 �'� w r _. �---- / � '� . ,� '"�! '`f - ,/,'� PERC NO. 15144 APPROPRIATE AUTHORITY. PARCEL 13 ' ���. INSPECTOR: David W. Stanton, R.S. 12 ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED (� ii / Pt /* UNDER J.'`` "�' EVALUATOR: Michael Pimentel, EIT, CSE UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR MAP 251 i ! " • r '��•" ! .• TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. PARCEL 218 f'l� Lpn . : t✓�j • • C.S.E. APPROVAL DATE: Oct. 1999 .+L f'' 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. V `� -f Pt DATE August 31, 2016 t# • . •� • ;,. * �' TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE \ 10 BIRCH / _ MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. r ° *'. " • ELEV TOP - 45.30' e • • +it, REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, S38°45' 00"E [ �`�° LOCUS ,. ' ;j!• ELEV WATER = < 32.80' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). _r i.7�` REPi_I.)tt BED o. t sera'` 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN o S •it+ PERC RATE _ < 2 min./inch � Op o, t � � ..d - � •' SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. -. ="' __._. • - - b ' t DEPTH OF PERC = 42"-60" 16. PROPOSED PROJECT IS LOCATED WITHIN: 0- / 12" CEDAR M ;A11• • °`+''' ` .{ tom TEXTURAL CLASS: 1 ASSESSOR'S MAP 230 PARCEL 115 m �\ \ / .': • • ' • ;'(; OWNER OF RECORD: PETER G. & CYNTHIA A. OLOTKA �P�Q / _5ti : . • �� ZONE 2 DECK / �r •: �' . 4 ••u •, • 0 45.30' ADDRESS: 56 RICHARD'S LANE Fill �P ���P ,h�� � 5$ / r-- ``Y-� r.'.%;•..-•�%"'`'.y •717 , . _ CENTERVILLE, MA02632 G (� t V� n�� V \ _�_ i-'�-_ ./'+•~•i�`i • " I • 1� 12" 44.30' `r1�0 c°p0' Rp9 \ 50 •.•�'��' d/ • • FEMA FLOOD ZONE X #56T E LINE *,� ut ''F •• • •• r,� 3' Loamy Sand COMMUNITY PANEL# 25001CO562J EXISTING / / /� �. � 'P) 4� t 'H • . • B 10Yr 6/1 17. DEED REFERENCE: DEED BOOK 2843, PAGE 342 • �. 3-BEDROOM II�L% - -� ,,�, � �p - � �.�± • - ..._.t � �:-,�,,4.. s . . DWELLING ` # _ ` i •` •' `" " ' • • • . 4� 18. PLAN REFERENCE: PLAN BOOK 329, PAGE 36 erc TOF=59.4'± �_.. ++ „o ,, I !ys. .� • i / - • 26 60 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION- Pond MAP 230 / �� �{ �48 • r ' • • • • 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY PARtCEL 115 / % - / � • , • FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY 21,951 S.F. / HC-2 �y - -�• 4, + «•� ,, Med.-Coarse Sand PR. CLEAN OUT ! dui• '• r '/a�'.. If C FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 2.5Y 6/6 (TYP OF 3) •`.f *�� '+• +*;. • � ` !Mi{ * `� • 1 25-35% Cobbles, 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A Boulders, &Gravel DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WVITHIN 3" OF FINISH GRADE. A S?-_ HC-1 l i REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS, i f ` ✓ LOCUS PLAN 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL / ? REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. \ �O , ✓ � SCALE: 1" = 1000' 150" 32.80' YQ c; y No Mottling. Standing or Weeping Observed LONG 90° -- SWEEPING BEND DESIGN DATA LEGEND PERC NO. 15144 BIRDHOUSE � INSPECTOR: David W. Stanton, R_S. x50.0' EXISTING SPOT GRADE f t NUMBER OF BEDROOMS (DESIGN) 3 "� EVALUATOR: Michael Pimentel, EIT, CSE 50 - EXISTING CONTOUR DESIGN FLOW 110 GAUDAY/BEDROOM C.S.E. APPROVAL DATE: � Q � � Oct. 1999 o TOTAL DESIGN FLOW 330 GAL/DAYS PROPOSED CONTOUR f (1} / �46 DATE: August 31, 2016 DESIGN FLOW x 200 % = 660 GAUDAY f 50 PROPOSED SPOT GRADE TEST PIT#: 2 �,. AB f �,� USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV TOP = 45.30' EXISTING OVERHEAD WIRES 6 CHERRY / / i ELEV WATER = < 32.80' EXISTING WATER LINE PERC RATE _ x45.5 \ EXISTING UNDERGROUND ELECTRIC LINE -� INSTALL 2 - 500 GALLON H-20 CHAMBERS PROPOSED 1,500 GALLON D�° DEPTH OF PERC = ■ H-10 SEPTIC TANK (3) 45.2 W� AGGREGATE ■ TEST PIT LOCATION �c TEXTURAL CLASS: 1 MAP 230 SIDEWALL CAPACITY PROPOSED 1,500 GALLON H-10 SEPTIC TANK PARCEL 117 / PR H-20 D-BOX - (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAL/DAY - l .��, (25.0'+ 12.83') (2 ) ( 2' ) ( 0.74 GPD/S.F.) = 112.0 GAL/DAY 0„ 45.30' PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE ` CI PROPOSED H-20 DISTRIBUTION BOX 14"CEL,: 1 6° a� BOTTOM CAPACITY Fin Z:. 5 5. 12" 44.30' 46 14"TREE\ N� , \ r (6) (4) (LENGTH x WIDTH) (0.74 GPD!S.F.) = GAUDAY PROPOSED 500 GALLON H-20 LEACHING CHAMBER 3 (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY / Loamy Sand 5.2 B 1 OYr 6/1 PROPOSED 2-500 H-20 GALLLON p TOTALS: LEACHING CHAMBERS W/AGGREGATE / 2�. PR..INSPECTION PORT MAP 230 2 42' 41.80' REV DATE BY APP'D. DESCRIPTION TOTAL NUMBER OF CHAMBERS ---- - ;EDAR r♦::- PARCEL 116-2 TOTAL LEACHING AREA 472.2 SQ.FT. PROPOSED SEPTIC SYSTEM UPGRADE TOTAL LEACHING CAPACITY 349.4 GAL./DAY ' ! / qs PREPARED FOR: (5) C Med.-Coarse sand CAPEWIDE ENTERPRISES � 2.5Y 6/6 $ 25-35% Cobbles, 0'� Boulders, &Gravel LOCATED AT 18" MAPLE. SWING-TIES 56 RICHARD'S LANE CENTERVILLE, MA 02632 DESCRIPTION HC-1 HC-2 SEPTIC COVER IN (1) 18.4' 31.3' SCALE: 1 INCH = 10 FT. DATE: SEPTEMBER 8, 2016 150" 32.80' NOTES' 0 5 10 20 40 FEET EXISTING SEPTIC COVER OUT (2) 21.6' 38.4' 1.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF SHED r No Mottling, Standing or Weeping Observed 1►►ll�ttt4I THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST 18" LOCUST Benchmark CORNER OF STONE (3) 44.5' 49.2' \se PREPARED BY: Comer of Stone Post RESERVED FOR BOARD OF HEALTH USE JOHN L. PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL Elev. = 50.00' CORNER OF STONE (4) 57.3' 60.4' CHu1H,l_L JR. JC ENGINEERING, INC. BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. ski Approx, M.S.L. IVIL 2854 CRANBERRY HIGHWAY CORNER OF STONE (5) 63.8' 74.9' 0. 18 EAST WAREHAM MA 02538 2.) ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 2, THE F.. T GROUNDWATER PROTECTION OVERLAY DISTRICT, AND THE ESTUARINE SITE PLAN CORNER OF STONE (6) 52.6' 66.1' ZONE WATERSHED. _ /l�s UNE POST r � r i 6508.273.0377 P SCALE: 1" = 10' Dawn By: SJI Designed y SJ Checked By. MC JOB No. 3592