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HomeMy WebLinkAbout0452 OAKLAND ROAD - Health 452 OAKLAND ROAD Hyannis A = 272 - 097 TOWN OF BARNSTABLE LOCATION Lf S a OAKLAND kti WJ SEWAGE# 01814 ^W$( VILLAGE ASSESSOR'S MAP&PARCEL 702 INSTALLER'S NAME&PHONE NO. dA9G st'D6 SEPTIC TANK CAPACITY 1506 LEACHING FACILITY-(type)(2)Sao Go;r_ 6 (size) ..1;e)( 1. NO.OF BEDROOMS OWNER PERMIT DATE: OLO COMPLIANCE DATE: t o1O t`S Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) {1P Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY CAPGW 6 "` , -Onj<M L j,C C . F API c--S 2-6, ° D-3 -36 �° G D-�+ 33.3 a S t No. O q K Fee h-U THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppl cation for Disposal 6pstem Cone-tCULtion permit Application for a Permit to Construct( ) Repair(o Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 0,kLA&;0 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel a7a W-1.40A)l Installer's Name,Address,and Tel.No. 502 Designer's Name,Address,and Tel.No.5®$ .271'3=-10$11 Type of Building: Dwelling No.of Bedrooms 3 Lot Size � sq.ft. Garbage Grinder( ) Other Type of Building P_(% `b&I'rJAA�, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3® gpd Design flow provided c gpd Plan Date 1 P." —ao 14 Number of sheets 1 Revision Date Title k> t4 V/ -sj f S Size of Septic Tank 1:5 B ® Type of S.A.S.��p t_ L344 ILX--44*( Description of Soil Clau�`a 'V3a) CE) _3 6 ~ Mao .644 4 V `�Sc-- PL" Nature of Repairs or Alterations(Answer when applicable) .5 00 y(,l�) LH4CW1ie a- ah4,1eGde4(' W IT 4 tiF�?"f OF 4Qk,Z_QA`T'te SG�Dd�t 1dC�.• 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 ,a-`0 1-.1®N, Application Approved by Date a- _2 ray Application Disapproved by Date for the following reasons Permit No. G j 1 yh Date Issued 1 2 / No. ( Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: i Yes PUBLIC HEALTH DIVISION - TOWN OF.BARNSTABLE, MASSACHUSETTS r 2pplitatlon for ]Disposal *pstem Construction 3permit Application for a Permit to Construct( ) Repair()o Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No.45a• .OAKcAL70 tU � Owner's Name,Address,and Tel.No. JA Assessor's Map/Parcel 2'7A Tj Ny�bJ�f Installer's Name,Address,and Tel.No. 5 pQ-417"8877 Designer's Name,Address,and Tel.No.Spg-;t`l3-O 3Tl dA9C-W1,DG 6QC6X__R15s5 L,C_ 3C. E►J&1NGa4altJQ =•rJC„ I' 'ST ! E9_ A 14WY iF Type of Building: Dwelling No.of Bedrooms Lot Size 1 5; 77AS — sq.ft. i Garbage Grinder( ) Other Type of Building �.�`bj@Kj zl,&(_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 o gpd Design flow provided L�4 gpd Plan Date 1 c^1 —a Q 14 Number of sheets ( Revision Date Title d/4K( f�XJTJ ]> H YA lU Ili 1 5 Size of Septic Tank )S© 0 G64r.. QQ Type of S.A.S. 4-2) 50rh (zat L ., Description.of Soil C2D fie ?) (Z 3 6� (� r t -� pLA j Nature of Repairs or Alterations(Answer when applicable) �tl J 5 D cA_ N 010 1 Scn C-44- 5' r C- T)E uik--`7'b N a.) D-9 0Zc M DateLst inspected: f" Agreement: { The undersigned heundersigned 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 R _ Date Application Approved by _P it Date Application Disapproved by V Date a for the following reasons Permit No._ G Date Issued 1 12 - j V THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(X) Upgraded( ) Abandoned( )by�Y 6l� (� M�2P/�ESz � at T5'.'x 0A<4_A&M kn -{ �Jxi� has been constructed in accordance y with the provisions of Title 5 and the for Disposal System Construction Permit No. d ��" t4 dated Installer C4?&:w mo a)iaaPICtg&s C-A C- Designer� �N�'��.(ti� �G• #bedrooms 3 Approved design'1lbw gpd The issuance of this pe it sha not be construed as a guarantee that the system w'1 ' ctio las designed. j� / Date Inspector �--� ---------------------- --------------------------------------------------------------------------------------------—----------------- No. d — L' � Fee UU-- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS M[sposal. *pstem Construction 3permit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at ��'� o4wcA&�P n y Ay xJ l S 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 / / " �� Approved by 1/06/2015 06:51 5082730367 43584 P. 001/001 Town of Barnstable Regulatory Services Thomas F.Geller,Director •ARNWAME. • public Health Division i° . Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 1-40-- 15 Sewage Permit# 10 i tf -L{94 Assessor's Map/Pareel 2-72- 97 Installer&Designer Certification Form Designer: S C_ E�),yf)ee-C o j , To c Installer: G�ew�� Address: 054 C farmerr7 IkSMWDY Address: 151, Comm e.r c;"a l stree�4 �4�� w6rG�/1Gw1 r(A 0153$ �iaslnpeN YIR ozGy � �5-273•0377 On i a•-i -abiLl GVe­,,;de- &Merecses was issued a permit to install a (date) (installer) septic system at y52- Oaklo Ld g o'4 based on a design drawn by (address) �C En5ioee_ct%n5 , Thc- dated 1?-- 9-1Ll / (designer) V 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 distribution box and/or septic tank. Stripout (if required) was inspected and the soils were 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 system) but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) ected and the soils were found satisfactory. l JOHNS iCHURCHILIL ( st ler's Si ature) ML ♦180 esigner s SignaturVARNSTABLE (Affix Deg Here) P SE RETURN TO PUBLIC HEAL DIVISION. CE TIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORMAND AS- BUILT CARD ARE RECEIVE RY E BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gaofrice fonnsWesignereergfieadon form.doc L Barnstable P#Town of Barn / Department of Regulatory Services i Public Health Division Date ta39 200 Main Street,Hyannis MA 02601 Date Scheduled Time Fee Pd. Soil Suitability Assessment for Sew ' p sa Performed By:_i lLck.,d �(i�1i�en�� E.L 1 C S& Witnessed By: �J OCATI & GENERAL INFORMATION Location Address Owner's Name SlJ?c-Tr,4 5 C Z:ZG- v HHAddress �3 (r�F�l�Ol2�[-{Cl� Q� u f Assessor's Map/Parcel: /�✓, jQ V Engineer's Name CgOECA)toe �y-f)g s Lk C girl d NEW CONSTRUCTION Oc ! REPAIR Telephone# .509-4-7'1 2$"'�''7 TC, Ev1541ee-&Jt , Land Use 5�e y dtue��e�1 Slopes(�o) Z- I Surface Stones `'�b'273U�77JI' Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property lane 7 f6 ft Other g SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Ssrt. c�k4odRo c( 0�avt Parent material(geologic) 0 Uis1n Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face ti Estimated Seasonal High Groundwater '7 �35 DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: DIUCG 8+asc,uu�torl u lk Depth Observed standing in obs.hole: _- -___in, Depth to soil mottles: in. Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# - Reading Date: Index Well level „ Adj.factor, j-_ Adj.f)roundwater Level, PERCOLATION TEST Date Thne Observation Hole# I Time at 4" Depth of Pero ,Y, Time at 6" Start Pre-soak Time @ 10:15 Q,t t lime(9"4") - End Pre-soak /0.'2.1 a na Rate MinJInch Z - Site Suitability Assessment: Site Passed y�'S Site Failed: - Additional Testing Needed(YM) -A/ 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:\SEPTICIPERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# i Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. • onsistency.%Gravell ru i67r s/b 3 4 - -7z- 126 C 2 Ns 2-5Y 6/e — DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil 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 Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o ' ten s Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No✓ Yes .r 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? YeS _— If not,what is the depth of naturally occurring pervious material? Certification I certify that on 1b'?7-9 9 (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 ex pe ' nce described in 3 10 CMR 15.017. Signature Date i2-b-1 y Q:\.S.EVnOPERCFORM.DOC 1 i T.O.F. EL.= 59.6'± FINISH GRADE OVER D-BOX= 58.8'± FINISH GRADE OVER CHAMBERS= 58.5' - 58.8' GENERAL NOTES f PROVIDE EXTENSION RISER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2"DOUBLE WASHED REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE WITH COVER OVER INLET& 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE OVER TANK EL.= RISER TO WITHIN 6"OF FINISHED GRADE FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS BOX METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FOUNDATION = 58.3'± 58.5'�' 5"DIA. OUTLETS) MIN SLOPE 1% TO F.G. (SEE GENERAL NOTE#21) 2"OF 1/8"TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. _ STONE OR GEOTEXTILE FILTER FABRIC --- -._._____ ---- --- ' 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 20"MIN.ACCESS COVER(3 TYP.) 9q MIN. i I f PLACE RISERS ON ALL DESIGN ENGINEER. 36"MAX 1;�, „ TOP OF SAS= 55.83 CHAMBERS WITH PROP. SCH.40 36"MAX. 9"MIN. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER PROP. SCH.40 55.00 36"MAX. BREAKOUT EL= 55.50' INLET PIPES TO 6"OF SYSTEM UNLESS OTHERWISE NOTED. / PVC SEWER FINISHED GRADE " DROP iii 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN - �_- MIN.SLOPE @ 1% 6" 3" 3" DROP MAX. 3" 9" L=51'± MIN.SLOPES 1% PROVIDE WATERTIGHT ELEVATION =55.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 10" 4"PVC IN FROM JOINTS (TYP.) o � 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF *56.8'+ 14" 56.00' SEPTIC TANK 4" PVC OUT TO O 0 0 o o D D Q 0 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. © LEACHING FACILITY o0 00 C 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 56.25' o0 0 000 0 0 0 oo � 0000 48" OUTLET TEE 55.40' MIN. 55.23' 2' o o 0 0 o0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 6" CRUSHED STONE °° o o o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS GAS BAFFLE OVER MECHANICALLY o0 0 0 o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 17.8'OFFSET TO FND COMPACTED BASE I AND DESIGN ENGINEER. 6 CRUSHED STONE ( 4.0' 8.5'(TYP) 4.0 4.0 i 5 OUTLET DISTRIBUTION BOX TMP,) 4.0, 8_ ELEVATIONS BASED ON APPROXIMATE U.S.G.S. DATUM. BENCHMARK ELEVATION OF 61.00' TO BE I STALLED ON A LEVEL STABLE 25.0' ESTABLISHED ON THE TOP OF NAIL SET IN OAK TREE AS SHOWN ON PLAN. OVER MECHANICALLY BAS . IRST TWO FEET OF OUTLET , GROUNDWATER ELEV.= < 48.00' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION COMPACTED BASE PIPES TO BE LAID LEVEL. Ir.3.00 12.83' PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 2 - 500 GALLON CHAMBERS 5 MIN. CHAMBER END VIEW LENGTH 10'-6' WIDTH 5'-8" DEPTH 5'-8" (Dimensions per Wiggin CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES 'CON-(`RAC(-URTO VERIFY EXISTING SEPTIC T�AII� PROFILE Precast Corp.,Pocasset,MA) DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE CHAMBER DETAILS TO THE DESIGN ENGINEER. ELEVATION PRIOR TO ANY WORK& 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER IF DIFF"l-NT. NOT TO SCALE NOT TO SCALE NOT TO SCALE �� • • 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING PLAN NOTES: j ]„ - TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM • ` « ; PERC NO. 14585 APPROPRIATE AUTHORITY. 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF Benchmark • ` • • EACH SEPTIC SYSTEM COMPONENT. Nail in Oak Tree •• • • • • INSPECTOR: Donna Miorandi, IRS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS Elev. =61.00' +t *sea EIT, CSE LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE • EVALUATOR: Michael Pimentel 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF Approx. U.S.G.S. ' • i THEY SHALL WITHSTAND H-20 LOADING. THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST j i • . C.S.E. APPROVAL DATE: Oct. 1999 PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL MAP 272 • • ' • December 4 2014 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. ! • • • DATE: , PARCEL 96 MAP 272 • • v TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE PROPOSED INSPECTION PORT '`► rA 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE GROUNDWATER PARCEL 22 • • `// ' « • „ MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. PROTECTION OVERLAY DISTRICT AND ESTUARINE WATERSHEDS. "E • « ELEV TOP= 58.50' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, r17a"3X20 • . r ZONE 2 • ELEV WATER= <48.00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). _ FENCE(TYP) 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN X X x • PERC RATE_ <2 min./inch 116 501 - X-)(-X-X-X- �- X-X-X-X-X-X-X-X-X-X- / X X- x 1 • SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. X-X�X- X X X-X ' rn ' t 16. PROPOSED PROJECT IS LOCATED WITHIN: _X X 14"OAK o " • • DEPTH OF PERC= 36"-54" XX-X-X-X-X- - x ' a, I ASSESSOR'S MAP 272 PARCEL 97 I s`� • LOCUS ' TEXTURAL CLASS: 1 - (5 . . OWNER OF RECORD: JUDITH A. SELFE • x12.81 6) PROPOSED 2-500 GALLON LEACHING / ,• • • :• + - �jJAI ' I CHAMBERS WITH AGGREGATE X • . • 0" 58.50' ADDRESS: 235 ARROWHEAD DRIVE 4" Fill 58.17' HYANNIS, MA 02601 k n l TP 1 \ X • . • ; • • 1 h • ` ' • B Loamy Sand FEMA FLOOD ZONE X \ '\ k f 58x5, I • • • • • 10Yr 5/6 COMMUNITY PANEL# 25001 C0566J o N TP 2 PROPOSED DISTRIBUTION BOX k • ( ! 36" 55.50' 17. DEED REFERENCE: DEED BOOK 2815, PAGE 254 / 3 k ' I k w Perc 18. PLAN REFERENCE: PLAN BOOK 206, PAGE 57 58' / 54" 54.00' _y o k XX�X` 12"OAK % w •� * C_1 Coarse Sand 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 0 3. / XXXX / k • 2.5Y 6/6 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY / % : • �* 72" 52.50' FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY N / Ax / I k + ' • a FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. j • • (4 r ; 21. A 4"PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A ? x (3 / 19"OAK x MAP 272 +� DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A C-3 k PARCEL 21 ! C-2 Medium Sand REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. / 2.5Y 6/6 x / BIT °R/VEw4� \ LOCUS PLAN HC-2 \Sg x M o SCALE: 1"= 1000' 126" 48.00' h I rn o i a X No Standing,Weeping or Mottling Observed__ cAs W DESIGN DATA TEST PIT DATA LEGEND PERC NO. 14585 50x0' EXISTING SPOT GRADE 9 INSPECTOR: Donna Miorandi, IRS - 0 NUMBER OF BEDROOMS(DESIGN) 3 - 50 - - - EXISTING CONTOUR I DESIGN FLOW 110 GAUDAY/BEDROOM j EVALUATOR: Michael Pimentel, EIT, CSE FV�B FND / X C.S.E.APPROVAL DATE: Oct. 1999 50 PROPOSED CONTOUR } L FNDp I TOTAL DESIGN FLOW 330 GAUDAY Q / ' DATE. December 4, 2014 50 PROPOSED SPOT GRADE OQ �Q / � 1 DESIGN FLOW x 200 % = 660 GAUDAY "' 13"SPRUCE TEST PIT#: 2 ❑/Hi W EXISTING OVERHEAD UTILITIES d"� - USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV TOP= 58.50' Q �`T 0) o #452 17 M o 0' W W EXISTING WATER LINE � Z 4 M EXISTING j 8 ELEV WATER= <48.00' GAS 3-BEDROOM ram. -'' PROPOSED 1,500 GALLON SEPTIC TANK O ' DWELLING ) PERC RATE = � EXISTING GAS LINE 2 OQ o / TOF = 59.6'± 58x3' t 58x4' 58x$ INSTALL 2 - 500 GAL. CHAMBERS W/ AGGREGATE ? DEPTH OF PERC= TEST PIT LOCATION ) 0 n SIDEWALL CAPACITY TEXTURAL CLASS: 1 O O O PROPOSED 1,500 GALLON SEPTIC TANK Y , / CID �y (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY / INV.=56.8'± '0 / (25.0'+ 12.83')(2 ) (2' ) (0.74 GPD/S.F.) = 112.0 GAUDAY / m \ • ��� 0" 58.50' EXISTING CESSPOOL 202 Fill / ' r BOTTOM CAPACITY 4" 58.17' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY / 8"SPRUCE 58x6',: MAP 272 25.0'x 12.83' 0.74 GPD/S.F. = 237.4 GAUDAY g Loamy Sand ❑ PROPOSED DISTRIBUTION BOX 58x1' ' �.. ( ) ( ) 10Yr 5/6 / PARCEL 20 58x3' O PROPOSED 500 GALLON LEACHING CHAMBER X _ � HC-1 --X-X-X -X X �- TOTALS: 36" 55.50' / X / `� - Xx Y _X X _ I TOTAL NUMBER OF CHAMBERS 2 ! C-1 Coarse Sand R� DATE BY APP'D. DESCRIPTION MAP 272 -x-X X X EXISTING CESSPOOL TO BE PUMPED TOTAL LEACHING AREA 472.2 SQ.FT. 2.5Y sis PROPOSED SEPTIC SYSTEM UPGRADE PARCEL 97 X & FILLED WITH CLEAN COARSE SAND TOTAL LEACHING CAPACITY 349.4 GAL./DAY / X / PER 310 CMR 255(3)(TYP OF 2) PREPARED FOR: \X� 15,728±S.F. 72" 52.50 CAPEWIDE ENTERPRISES k / _2 Medium Sand LOCATED AT C 2.5Y 6/6 SWING-TIES 452 OAKLAND ROAD HYAN N I S, MA 02601 DESCRIPTION HC-1 HC-2 HC-3 -- ------_----_..__-------------------- - SCALE: 1 INCH = 10 FT. DATE: DECEMBER 8, 2014 126" 48.00' X- X SEPTIC COVER IN (1) 34.1' 43.9' jWeepinga ° s �0 20 ao FEET FNo Standing, or Mottling Observed 272 SEPTIC COVER OUT(2) 38.7' 37.4' -- _ ____- _ __..-.-- -_-.__._--. -_ _ `•. PREPARED BY: , •20"E PARCEL 103 RESERVED FOR BOARD OF HEALTH USE / JOHN �� N78 CORNER OF STONE(3) -- 16.9' 35.5' 1 fit!;' CHUHC LL JR ,,. JC ENGINEERING, INC. 11650 'L 2854 CRANBERRY HIGHWAY � CORNER OF STONE(4) -- 11.T 23.4' 41 EAST WAREHAM, MA 02538 CORNER OF STONE(5) - 36.7' 40.4' ��" c i SITE PLAN _ 508.273.0377 SCALE: 1"= 10' CORNER OF STONE(6) -- 38.7' 48.4' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.2958