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HomeMy WebLinkAbout0115 OLD STAGE ROAD - Health 115 Old Stage Road Centerville A= 209 — 001 ESM E A D No.2-153LOR UPC 12534 smead.com • Made In USA V. 01HOFTK&9PWWM wm�ww i ViE Town of Barnstable b e P# Department of Regulatory services n�►xroareer� Public Health Division Date MARS .aJ9 200 Main Street,Hyannis MA 02601 rEU MAtX e _ �� � Date Scheduled Tiine Fee Pd Soil Suitability Assessment for Sew o Oil Performed By: (G`r{a21 �1 MPS t ri� 1 I GSA Witnessed By: a / J LOCATION& GENERAL INFORMATION Location Address Qwner's Name 514I RCS~! 115 OCb 5T RI) � Address ((� OLD'5;7 56E Rid 0 E7� LL 5 Assessor's Map/Parcel: �© Ip l oo Engineer's Name C4-P6-k Vb& �TiEY S NEW CONSTRUCTION REPAIR _ TC EvIyvieeno Telephone# J Ug �'-�'7 7-F 8 7`j 1 ebb'-zy�-o3z7 land Use SM5ic family c�lrQ�ll i�q Slopes(3'0) I ^Z Surface Stones Distances from: Open Water Body ft 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) See. a-fled-. 1. a..a _7Z 7"" tV N .0 r.,.. Parent material(geologic) ®U{"5i_� Depth to Bedrock, Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater 7 DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: at 1u+ O'WVR ueAf" n�✓ Depth Observed standing in obs.hole: 7 1 .Z _ in, Depth to loll mottles: in, Depth to weeping from side of obs.hole: in, Groundwater Adjustment fr. {� Index Well# Reading Date: Index Well level Adj.factor,,m 4 Adj.Groundwater Level,.z U PERCOLATION TEST Date 3 3N y Time �1.�5�„� Observation .�_ Hole# 1 Time at 4" Depth of Pere ,» Time at 6" Start Pre-soak Time @ a+✓1 ., Time(9"41) y End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed�Y,0 Site Failed: Additional Testing Needed(Y/N) N 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:\SEPTICVERCFORM.DOC DEEP-OBSERVATION HOLE LOG Ho # / +2 Depth from Soil Horizon Soil Texture .Soil Color Soil. Other Surface(in.) (USDA) (Mansell) Mottling (Stnuc oulders. onssi t_ency.%Gravel) a - y ru -12 4 1 a'L5 jD it yo 132 N �CS 2,5Y ` 6 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. Consistency, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders. on i ten Flood Insurance Rate Ma A: Above 500 year flood boundary No— Yes ._ Within 500 year boundary No—�L Yes 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? If not,what is the depth of naturally occurring pervious material? —_ Certification I certify that on �d_Z�"L (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 a rience described in 5 10 CMR 15.017. Signature ��— Date (AS.EPTlC\PERCFORM.DOC i No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in corn uteri Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS fication for Bis osar �§ stem Construction Vermit Application for a Permit to Construct( ) Repair N Upgrade( ) Abandon( ) XComplete System ❑Individual Components Location Address or Lot No. 115 0 LSD Sro,<�G Pb Owner's Name,Address,and Tel.No. Gcr.7t r e Cl t 514112(..t Xj F'I SREPk, Assessor's Map/Parcel 04 ®1 1(57 CSC $`-ts� Trp L'6 Tewl c-L. Installer's Name,Address and Tel.No. 509-417—81977 Designer's Name,Address,and Tel.No. 5 b 13-DL-u-03-r1 t-L-e_o 3<; C'NCx r►t i Z�1G. 1 � GQ cecl�-��T M ®tom �-' c.�z�u��•t►�2 !;-( - E� Type of Building: Dwelling No.of Bedrooms -3 Lot Size of sq.ft. Garbage Grinder( ) Other Type of Building p.E'S(Raay 4(_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33c) gpd Design flow provided T gpd Plan Date q 1(4 Number of sheets Revision Date Title 115 2?tr n STAA6�� RD CEN_Tre9V1 C� Size of Septic Tank 1 530O G—bt-C-L-co Type of S.A.S. 9- 50® 6PLL-Q&J C8VIa�16 (24AkYW Description of Soil !�IE D TO CO"S CIA ��c1 S P(.d d Nature of Repairs or Alterations(Answer when applicable) Z1.,STv!/L /U&1c) 1 51Y2 G64. U 10 5CP-IC T4&JV— `� N bW h--my_ To (a) 6—on 64u_oQ w cTu- `4 krzz c Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued Board of He e Date 01 Application Approved by Date Application Disapproved by a Date for the following reasons Permit No. Date Issued I •/O , vy. No. Fee THE COMMONWEALTH OF MASSACHUSETTSEntered in comteri MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, 21ppliLatlon for Misposal Opstem Construction permit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 1 o LD SC6� R� Owner's Name,Address,and Tel.No. 1 S Assessor's Map/Parcel 0l0 GAT t S l O � FI �R.. Tr✓l Cx_� Installer's Name,Address,and Tel.No. j02-41 7-$g�7 Designer's Name,Address,and Tel.No. j 0$-a'T 3-0 3'?-I I P6W t'p E airsiLpoisss (_4_4 - �G. C��/(-�10L-�Cl1UC7 XL< . Type of Building: Dwelling No.of Bedrooms J Lot Size al f sq.ft. Garbage Grinder( ) Other Type of Building �� �f _ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3o gpd Design flow provided ���9, gpd Plan Date -a,- 1 q Number of sheets I Revision Date Title 5 6 L 1) ISM4�(Xg 3Z CELL 1 W t-1 g7 Size of Septic Tank 15oo 6Z64i_1..0 . Type of S.A.S. C2&L l.Qt\J uye KK cx CVMRQ!� Description of Soil 1414 EE'D q t l 5f LJ(1✓ Nature of Repairs or Alterations(Answer when applicable) -{ � _ A4 04-2 (!, ?PLC. L 1rD thTIG 'taGl��( In— N C�c 7 ->� m�1 ��� s ol�/ taw y �� sr -c cs�l tzt_ 4 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 issue Board of Heal `. y y S' e / Date Application Approved by f 'i, v /� Datey / y ' Application Disapproved by Date I for the following reasons Permit No. Date Issued ---- --- -------------------------------------------------------------- ---------- ----------------------- ----- --- ---------- TH E COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Cornpfianre THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(X) Upgraded( ) : s Abandoned( )byD���� at 1 0 c 'D1) &t Lj�I U.0 has been constLuctednacwith the rovisions of Title 5 and the for Dis osal S stem Construction Permit No. .dP P Y � Installer /_4&9W06E I @1�E�' LL C— Designer I(- E9JCtrli)!` �2_IL4— =uC- #bedrooms 3 Approved desigg flow gpd The issuance oft pis pe it shall not be construed as a guarantee that the syste �wi11 fun tion as desig ed. Date Ins ector /J 1/ .%�J1Ai% ---------- - -I- - - -- ----`--- ------------------P- ------------r--v-------- -- � L ---- -- f No. � i _1/ Fee � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( )Q Upgrade( ) Abandon( ) System located at I —n L) 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:Constru io musk�be c mpleted within three years of the date of this permit. Date Approved by /� Town of Barnstable Regulatory Services Thomas F. Geiler,Director • MA�BAAM ` Public Health Division °reos`� Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: `�" " f y Sewage Permit# U!`� Z Assessor's Map/Parcel Zo ° Installer & Designer Certification Form Designer: SG En9i0e_ ems, T70C, Installer: Cao wide C✓�krP�ts�S Address: Z65'1 Cranb rj 14(6we�( Address: ism 3 Co has{ On "� 3 I Z° '`1 C� c�. l � p`�4�, was issued a permit to install a (date) (installer) septic system at II 5 Old SEa e_ (low} based on a design drawn by (a dress) dated / (designer) 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) was inspected and the soils were found satisfactory. warn o.� CHU�+OH��L ( nstaller's SignZIM JR,L 418 y esigner's- Signature A c p Here) PLEASE RETURN TO BARNSTABLE PUBLIC ALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL R01H THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION, THANK YOU. q:\01jee foemAdesignercenitication form,doc TOWN OF BARNSTABLE LOCATION O to 9-6 G fi 20 q A SEWAGE# ;tC 14 -09-a, VILLAGE C&tD &r V't <lc ASSESSOR'S MAP&PARCEL *;LOq I INSTALLER'S NAME&PHONE NO. 69(2Cr CJ�I G Y09 -Y77-S$-'7 SEPTIC TANK CAPACITY I Sco 6A LEACHING FACILITY:(type) c1 5'�G/�`.OXj%,Ab ize) NO.OF BEDROOMS OWNER PERMIT DATE: -3 ap 1( COMPLIANCE DATE: q - ' oaf) (4 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility w 14 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) /16 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 1V ,' Feet FURNISHED BY ,4 �i LA 8, d � � 1 w e` ��v4 t rA_ 3 _ a6.7 �.Ll S-3, 9 f —6- ey= ao`�, `1 - 6a, a,1 c `J Sr Z aS-1 C) FINISH GRADE OVER D-BOX= 54.5'+ - _ -- T.O.F. EL.= 55.V± TFINISH GRADE OVER CHAMBERS = 54.4� 54.6, GENERAL NOTES SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE 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 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS BOX FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. , 0 2"OF 1/8"TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL 54.4 ± 5" DIA. OUTLETS) MIN SLOPE 1 /o TO F.G. (SEE GENERAL NOTE#21) CODE AND ANY APPLICABLE LOCAL RULES. f @FOUNDATION = 54.8'± _ STONE OR GEOTEXTILE FILTER FABRIC _ - --- 20"MIN.ACCESS 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER(3 TYP.) 9"MIN. i 1 , PLACE RISERS ON ALL DESIGN ENGINEER. 36 MAX. 9"MIN. " TOP OF SAS = 51 .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 51 .00 36"MAX. BREAKOUT EL= 51 .50' INLET PIPES TO 6"OF SYSTEM UNLESS OTHERWISE NOTED. �� �� PVC SEWER � FINISHED GRADE 2' DROP MIN. ////// 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6 3" L=32'± MIN.SLOPE@ 1% 3" DROP MAX. 3 9 MIN.SLOPE@ 1% PROVIDE WATERTIGHT j o o ELEVATION =51.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 10 4" PVC IN FROM JOINTS (TYP.) ! �wP 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF " *53.3+.{. 52.25 SEPTIC TANK 4" PVC OUT TO Q 14" o 0 � o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. J 0 � � 0 0 0 0 0 � 0 � � 0 0 O LEACHING FACILITY o0 00 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 52.50' 12" 6" o0 oo 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. OUTLET TEE 51 .40' MIN. 51 .23' 2' D O D O 0 0 100 0 0 0 = 0 o 4" OUTLET 00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE 6"CRUSHED STONE o 00 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS 4W OVER MECHANICALLY o 0 0 0 NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 10.5'OFFSET TO FND COMPACTED BASE 4.0' 8.5'(TYP) - I 4.0 4.0' 4.0' AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX 4.83 8. ELEVATIONS BASED ON APPROXIMATE U.S.G.S. DATUM. BENCHMARK ELEVATION OF 55.00, 6" CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP) ESTABLISHED ON THE TOP CORNER OF THE BRICK WINDOW WELL AS SHOWN ON PLAN. OVER MECHANICALLY BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.= < 43.50' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION COMPACTED BASE Q C PIPES TO BE LAID LEVEL. 49.00 12.83' PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK 5'MIN. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10'-8' WIDTH 5'-8" DEPTH 5'-8" (Dimensions per Wiggin CROSS SECTION VIEW 2 - 500 GALLON CHAMBERS CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *C®N-I-RACT®RTOVERIFY EXISiINU SEPTIC TANK 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 DIFFERENT, NOT TO SCALE NOT TO SCALE NOT TO SCALE - 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING MISCELLANEOUS NOTES: • '�* �• av a 'f/ *' v TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM SWING-TIES SCALE: 1"=20 •* + ` 14322 APPROPRIATE AUTHORITY. 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC .• «• • �. PERC NO. SYSTEM COMPONENT. DESCRIPTION HC-1 HC-2 . • ' E , INSPECTOR: Donna Miorandi, RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS • • • • ' LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE iS EVALUATOR: Michael Pimentel, EIT, CSE SEPTIC COVER IN (1) 13.2' 33.2' ♦ • : �• THEY SHALL WITHSTAND H-20 LOADING. 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED e• • . • LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. ♦ • • • • ' ! G C.S.E. APPROVAL DATE: Oct. 1999 REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH SEPTIC COVER OUT(2) 20.2' 30.5' ; • • • �' l 5DATE: March 31, 2014 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. TEST PIT DATA. CORNER OF STONE(3) 44.4' 12.6' •f• • 'C r'• TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE 3. ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS. CORNER OF STONE 4 47.1' 25.5' . • ' • , •'' ' �. 0, I MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ( ) ,. * ��• ELEV TOP = 54.50 ! REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, • FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). CORNER OF STONE(5) 71.1' 35.6' •, �'� � �` •ti " • ELEV WATER= <43.50' • * . 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN CORNER OF STONE(6) 69.4' 27.9' 000 PERC RATE _ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. �``'�' • • LOCUS DEPTH OF PERC= 40"-58" 16. PROPOSED PROJECT IS LOCATED WITHIN: MAP 189 � M 'B-H * • * •• . . TEXTURAL CLASS: 1 ASSESSOR'S MAP 209 PARCEL 01 PARCEL 86-01 OWNER OF RECORD: SHIRLEY A. FISHER, TRUSTEE MAP 189 -; #115 • N84°53'00"E O • '" a • ! • Z EXISTING •.' '/ OF THE SHIRLEY A. FISHER REVOCABLE LIVING TRUST PARCEL 86-02 153.50' ao ENCLOSED PORCH 3-BEDROOM • - _ . « •• • //� ` 0" 54.50' ADDRESS: 115 OLD STAGE ROAD m GARAGE DWELLING 8n tfy a �•• . •• • ,. 4„ Fill 54.17' CENTERVILLE, MA 02632 n (SLAB) STONE m TOF = 55.1'± • • a • , - A Loamy Sand I _. PATIO (BASEMENT) + • • 12„ 1OYr 3/1 53.50' • � FEMA FLOOD ZONE C ,/► * • COMMUNITY PANEL# 250001 0015 C • HC-2-� �/ • • ' � * B Loamy 10Yr 5/6 Sand 17. DEED REFERENCE: DEED BOOK 18676, PAGE 20 a� (1 + • r .t+� L� • 18. PLAN REFERENCE: PLAN BOOK 88, PAGE 133 (5 i 10 5 • 40" 51.17' « • Perc 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 3 II !� =, ) • • •� a " 1� ~ 58" 49.67' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY 0o °' _ a FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY 00 " 7.8' ' • C FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 0 11-►-N'.(5) (4}-/"o w ca • C Med. to Coarse Sand Z - o 6 GAZEBO 2.5Y 6/6 21. A 4" PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A o m w<- - > DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A o REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. LOCUS PLAN SCALE: 1"= 1000' 132" 43.50' I I No Standing, Weeping or Mottling Observed EXISTING CESSPOOL TO BE PUMPED, FILLED WITH CLEAN COARSE SAND, AND ABANDONED. BASEMENT SEWER PIPING DESIGN DATA TEST PIT DATA LEGEND FOR THIS CESSPOOL SHALL BE RE-ROUTED AND TIED TO THE PERC NO. 14322 EXISTING SEWER PIPING THAT WILL BE CONNECTED TO THE INSPECTOR: Donna Miorandi, RS PROPOSED 1,500 GALLON SEPTIC TANK AS SHOWN BELOW. � NUMBER OF BEDROOMS (DESIGN) 3 500' EXISTING SPOT GRADE _ - - - DESIGN FLOW 110 GAUDAY/BEDROOM EVALUATOR: Michael Pimentel, EIT, CSE 50 - EXISTING CONTOUR - I TOTAL DESIGN FLOW 330 GAUDAY C.S.E. APPROVAL DATE: Oct. 1999 - -- OLD LOT LINE i DATE: March 31, 2014 50 PROPOSED CONTOUR DESIGN FLOW x 200 % = 660 GAUDAY TEST PIT#: 2 F5--01 PROPOSED SPOT GRADE USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP- 54.50' BIT. DRIVEWAY ❑/H/W - EXISTING OVERHEAD UTILITIES ELEV WATER= <43.50' cn (� 11� -W W- EXISTING WATER LINE o Benchmark Off"' PERC RATE _ Top Comer of CP 0 DEPTH OF PERC TEST PIT LOCATION o Window Well -4 r- INSTALL 2 - 500 GAL. CHAMBERS w/ AGGREGATE = rn Elev. =55.00' TEXTURAL CLASS: 1 O O O PROPOSED 1,500 GALLON SEPTIC TANK Approx. U.S.G.S. __--W---W U) SIDEWALL CAPACITY W O TREE (TYP) B'H o c (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY '1.�' #115 o OD (25.0'+ 12.83')(2 ) (2' ) (0.74 GPD/S.F.) = 112.0 GAUDAY - `�' CP EXISTING CESSPOOL 0. 54.50 MAP 189 54x8' 54x8' ENCLOSED rn� EXISTING o M " Fill PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE PARCEL 166 PORCH �Z 3-BEDROOM rn �0 BOTTOM CAPACITY 4 54.17 �-� GARAGE ° ` ?WELLING l 0 A Loamy Sand m (SLAB) 1 (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 10Yr 3/1 ❑ PROPOSED DISTRIBUTION BOX )m STONE m TOF = 55.1'± z PATIO (BASEMENT) 0 (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY 12" 53.50' m PROPOSED 500 GALLON LEACHING CHAMBER 54x8oam L Sand ',. ---INV.=53.3'± B y 54x5' PROP. "D-BOX" SCA ALL TOTALS: 1 Yr 5/ W LAND PE 2 40" 51.17' REV. DATE BY APP'D. DESCRIPTION _ 54x9' 54x5' 54x4' MAP TOTAL NUMBER OF CHAMBERS TOTAL LEACHING AREA 472.2 SQ.FT. PROPOSED SEPTIC SYSTEM PLAN PROPOSED 2-500 GALLON TP 1 PROPOSED 1,500 PARCEL 1 TOTAL LEACHING CAPACITY 349.4 GAL./DAY LEACHING CHAMBERS O Q 54x5' GALLON SEPTIC TANK 32,615±S.F. PREPARED FOR: WITH AGGREGATE CAPEWIDE ENTERPRISES �' GAZEBO; Med. to Coarse Sand N1-- - C PROPOSED 5" � S87052'50"W 2.5Y 6/6 INSPECTION PORT 54xT 145.70' LOCATED AT 54x2' i Q 115 OLD STAGE ROAD 53x � T EXISTING CESSPOOL TO BE PUMPED & REMOVED IN CENTERVILLE, MA 02632 MAP 189 ACCORDANCE WITH TITLE 5 PARCEL 166 132" 43.50' SCALE: 1 INCH = 20 FT. DATE: APRIL 2, 2014 0 10 20 40 80 FEET No Standing, Weeping or Mottling Observed N oF'ia8s4 PREPARED BY: RESERVED FOR BOARD OF HEALTH USE wy JOHN L. CHURCHILLJR. JC ENGINEERING, INC. CIVIL NO. ao7 2854 CRANBERRY HIGHWAY STE EAST WAREHAM, MA 02538 SITE PLAN .' , 508.273.0377 SCALE: 1"=20' Drawn By: MCP Designed By:MCP i Checked By:JLC JOB No.2708