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HomeMy WebLinkAbout0231 BOG ROAD - Health 231 Bog Road Marstons Mills /- - ---- _ -- - - - - - - - - ---- -- A= 046-007 I j f / No. U — /� Fee 0o .i THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpprication for Mi!5paal *paem Con.5tructiou permit Application for a Permit to Construct( ) Repair(4 Upgrade( ) Abandon( ) ❑ Complete System EJ Individual Components Location Address or Lot No. 2 31 Zoq ((..ekJ 84k7fv., Owner's Name,Address,and Tel.No.(!4-me,-p,, ` ram�� Assessor's Map/Parcel C> 7 U 7-3 1 65 �O,AJ Installer's Name,Address,and Tel.No. J. - C�P nl"e� Designer's Name,Address and Tel.No. `{?.� Type of Building: Dwelling No.of Bedrooms Lot Size Y 7 1 7-o sq. ft. Garbage Grinder ( ) Other Type of Building S' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) *3 gpd Design flow provided 3 5S- °Z gpd Plan Date Q 0%,0 Number of sheets I Revision Date Title Z 3 1 3 Q,,o" ` p Size of Septic Tank IpUa �S Type of S.A.S. 5`TVL��I-c'-.S.S 1L Description of Soil Q " (i 1 re 3 Q t Nature of Repairs or Alterations )I(Answer when applicable) t y ru. j �— p 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. s Signe Date 9 (f' lot Application Approved by Date 4) Application Disapproved b Date for the following reasons Permit No. 2.0 10-3:7 2 Date Issued No. ')LU Fee 0c) THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. t .Yes PUBLIC HEALTH T DIVISION - TOWN,OF BARNSTABLE, MASSACHUSETTS //�LL�� O tNI piication for Migpo!garT,*pgtem Congtruction permit Application for a Permit to Construct( ) Repair(14 Upgrade ) Abandon( ) ( ) El Complete System E�Individual Components s Location Address or Lot No. 2 31 3 Dq (Zp;Ad '1��1 r t��� tj Owner's•Name,Address,and Tel.No. V Assessor's Map/Parcel `TYb? 23 1 605 (LO%A-,Jt Is Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. / ?i �{ Z� eon Type of Building: a Dwelling No.of Bedrooms Lot Size 7, f<2 V sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) i Other Fixtures Design Flow(min.required) -3 gpd Design flow provided 3 5 S - 2 gpd Plan Date �6- 2- �J Number of sheets 1 Revision Date Title 3 1 Z'P$ Zo!a A Size of Septic Tank 1004 Q-�O-.5 1 wA Type of S.A.S. STVu,k$�s ` ► zi Description of Soil � p 144h Ci 3 0�c Nature of Repairs or Alterations(Answer when applicable) l y14•)/1 (2 ( 7� /'\A.�a p i 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 9 - 2 Ql } Application Approved by •Vv Date O)'- -l•) Application Disapproved by Date for t1he following reasons Permit No. 2 0 10 77 2 Date Issued V THE COMMONWEALTH OF MASSACHUSETTS ' BARNSTABLE, MASSACHUSETTS Certificate of Compliance r THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (Xj Upgraded Abandoned( )by at 23, 1-j,c, (41 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. D(o -3 ? dated CJ_(5—f y Installer L,�'�J-.., rQ,(� S< L� Designer L. (YLR.s-� \' #bedrooms Approved ign flo vU gpd The issuance of t s;ait shall not be construed as a guarantee that the system will fu Ii�n as desined. Date °� � u Inspector /1 il" !� No.- oL oft)U ~3 7 _ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwigogal *pgtem Cowaruction Permit Permission is hereby granted to Construct ( ) Repair ( yC) Upgrade ( ) Abandon ( ) System located at 7,31 o� 6jov�� r/VI ✓ S��� /�;1� � and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this ermit. Date �ho Approved by , ' �7 •, TOWN OF BARNSTABLE I FJCATION 31 l�o l Zo SEWAGE# VILLAGE #1 rshm s dA, 11.5 ASSESSOR'S MAP&PARCEL o INSTALLER'S NAME&PHONE NO. C e.L3 tc:L2 '� � SEPTIC TANK CAPACITY 1000 LEACHING FACILITY:(type). S ortos I,e ;e� (size) NO.OF BEDROOMS OWNERS n t PERMIT DATE: —t ZO t D COMPLIANCE DATE: Ci-t-{- ZQ LID Separation Distance Between the: ^i ,, Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 00 14 o e 13.3 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 FURNISHEDBY CP,R&Zl& Gd1k1fqf6e5 U--L ;Ct 32. E2 391 43 35 e.q 43e I Al a4,o cS 39,E C 7 3q"L is y t ' s Town of Barnstable ``•� Regulatory Services q, Thomas F. Geiler, Director Public Health Division MAW ° . Thomas McKean,Director 200 Main Sheet, Hyannis,MA 02601 Office: 508-862.4644 rax; 408 +H, Date: 9�1.` -10 Sewage Permit#,ZOto-3�a Assessor's Map/Parcel `!� h 7 Installer & Designer Certification Form Designer: ,.SL Eflojtc►eec<n� , 7,41c Installer: coeewic - C-MUfrlb0.� Address: 2054 C car 1„� 4gIlvo� � Address: ._Q 0 3oX -Z G-3 Llwa% vUat GV%e,- rl rA 0 2 3 S 1rh ICE ,�t`a73 o::r l o2co32 On 9-6- Zo(c) _ ,° was issued a permit to install a (date) (installer) septic system at_ 2.3� _ °� RO�rI _ based on a design drawn by (address) dated j0��51 2 2 of d (designer) ....��_,.�,._...�. 1 certify that the septic system referenced above was installed substantial) accordingto 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 sails were found satisfactory, I certify that the septic system referenced above was installed with major changes (i.4, 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. �M OF JOHN 1_ CHURCHILL, n to S s ignatur iv IL 41a0 esigner s Signature (Affix De a g" l�lere) P ASF RN TO ARN' ' DIVISION. CF,R'I'IP1CA'lI~:, OF COMPLIANCE WILL NOT BE ISSUED UNTIL, BOTH,TLUS FORM AND AS- BUILT C4RD ARE RECEIVE D BY THE BAl2NffAVI�E PUBLIC HEALTH DIVISION, THA �•.office fumis�ucsignerccnilicauon 1Unn c:nr Town of Barnstable P# 1 a 9 -71 Department of Regulatory Services STA8M i Public Health Division Date �i 6' o ►a3o �e� 200 Main Street,Hyannis MA 02601 rfo nv�� Date Scheduled T o Time Fee Pd. o� Soil Suitability Assessment for Sewage disposal Performed By: f 16)cte l et4q bn}d 1 EL li GsC Witnessed By: LOCaTt'6iv & GEN!EI� IN 0ANUTIoN Location Address a2 I `S� n_D Owner's Name I� ��C<(mil/r I ( Address 23 l tf or5kcn 5 K t15 r H(} Assessor's Map/Parcel: 6 tJ� -0 0 Engineer's Name 1 5C t-�Sigee:i l 1 c NEW CONSTRUCTION ( REPAIR _ Telephone# '566-273-037 Land Use su-t9t e Ccon d dwclV,rQj Slopes(%) 2" Surface Stones Distances from Open Water Body 7160 ft Possible Wet Area 7100 ft Drinking Water Well 130 ft r Drainage Way — ft Property Line 7 t O ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) See: a-6,cd, plcrl Parent material(geologic) G WaSn Depth to Bedrock 66 Depth to Groundwater: Standing Water in Hole: 1 (OS 5 Weeping from Pit Face 7(b0 bSS Estimated Seasonal High Groundwater DET RIVIIN- TION 'Olt SEAS.ONA -HIGH WAFT � TA Method Used: DueG4 0'V5eruQttan Depth Observed standing in obs.hole: 1 b in. Depth to Boil mottles: tb 6 _ in. Depth to weeping from side of obs.hole: 3.t A. In. Groundwater Adjustment ft. Index Well# — Reading Date: Index Well level Adj,factor Adj,Groundwater Level PFIA.CdI, thN"BEST Observation Hole# j — Time at 9" �. C, _ Depth of Perc 30 y 8 Time at 6" Start Pre-soak Time @ ]j% 3 A/1 — Time(9"-6") " End Pre-soak 11`13 A n Rate Min:/Inch < 2 Site Suitability Assessment: Site Passed j e 5 Site Failed: Additional Testing Needed(Y/N) hJ 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 DEEP OBSERVATION HOLE LOG Mole# t - Depth from Soil Horizon Soil Texture Soil Color s Surface(in.) Soil Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel $-12 (}IC- L S i 0 it 3j2 12-30 L S 10Yr -51' - '-)0-72 C N-FS 2,5`� 72-108 C-2 Ks 2: 57 j c-3 MS 2,5Y`/6 ]DEEP OBSERVATION HOLt:LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. -Consistency,%Gravel 12-36 3o--7 2 G- N-FS 2. Y e% _ C�3 DEEP OBSERVATION HQLKLOG Bole Depth from Soil Horizon Soil Texture h Soil Color Soil Other Surface(in.) (USDA)) I (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.%Grav 1 Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes.._✓._.._ Within 500 year boundary No 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? `I e-S If not,what is the depth of naturally occurring pervious material? Certification I certify that on /o-2 7^7 Y (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,experti and a rience described in 310 CMR 15.017. Signature Date Q;\SEPTIC PERCFORM:DOC TOWN OF BARNSTABLE LOCATION a,3/ A64 SEWAGE # VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITYAtype) (size) NO. OF BEDROOMS. PRIVATE WELL OR PUBLIC WATER (jr-&(- BUILDER OR NER eDk(gC L/ DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No , t F i r � )osc= 36 �' I No. if -......... ....................... THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEALTH .................OF..........Y. Appliration for Utoposal Workstonstriarlian Punfit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal SystTm at: .....a A=......... ----------&..................................................... ation esv or NoA ..... . ........... . .......... ....................... ....... ... . ...... . er Address . .... ......... . ... .......... ...................... .................................................................................................. Installer--- ----- Address Type of Buildi Size Lot----------------------------Sq. feet U Dwelling No. of Bedrooms.................5_--------------------Expansion Attic Garbage Grinder PL4 Other—Type of Building ---------------------------- No. of persons............................ Showers Cafeteria P4Other fixtures ......j......................................................................... ................................ ------ ------------ W Design Flow....................... ..........gallons per person per day. Total daily flow_..._.__..... _. gallons. 1:4 septic TankIL-Liquid capacity//H..gallons Length................ Width___.....-.--.-_ Diameter____-.-.--__- .-Depth-_-_--- .-_----- Disposal Trench—lio---------_--------- Width__...__... To �I ,; et-....--------------- i. Total I ..........�..sq. ft. eachin ------ Seepage Pit No....../............ Diameter./,,'W- ...�f 4ep w in et....i--------------- Total leaching ar a_.-_J_j!0­sq. ft. Other Distribution box Dosing tank 74 Percolation Test Results Performed by.......................................................................... Date---------------------- ------------- ,� Test Pit No. 1................minutes per inch Depth of Test Pit............_.__.... Depth to ground water....._..........___--_-. GZ Test Pit No. 2................minutes per inch Depth of Test Pit_._.__.........__._. Depth to ground water__---___-_-_ --__-:---. a .............................. ............. . ..................................................................................................... 0 Description of Soil-------------------------------- ------------------------------------------------------------------------------------------------- U ......................................................................................................................................................................................................... ................................... .................................................................. .. ................ Z - ------------------------------------------------------------------------- ... U Nature of Repairs or Alterations—Answer when applicable----------------------------------------------------------------------------- ----------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. ,4Signed --..._a - -- --_-_-_------_---------- ` `z�o{ Date ......7 Application Appf6 --- 4---------­ ............. Date Application Disapproved for the following reasons:................................................................................................................ ---Date.............. Permit No......................................................... Issued - .1..0................ Date------------------------—------------------------------------------------------------------------------------------- ------------ No: L`r. ------ Fxs. ... ............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �. r'..R�ld.�.. ...........0 F....... x y r +. �. �t ; ppliration for Biiipo,itti Works Tonitrnrtion Prrmit Application is hei}eby made for a Permit to Construct ( 4111"or Repair ( ) an Individual Sewage Disposal Sy ep at [ ?+ l 1,h - ! $ oca#ion�Ad sS i o o No 7 —q— _ •T "- ::r'-�'-- - - .- +M1w ............. ----•----------------- "----- r' %,cifil9 ` ---- - =--- _ ? ,.ly�y„l C_=. ---- W •------------•-Address nstal er Address QType of Buildin Size Lot............................Sq. feet V Dwelling No. of Bedrooms:............. -___.Expansion Attic ( ) Garbage Grinder ( ) PL, Other—Type of Building - ---•- No. of persons____________________________ Showers ( ) — Cafeteria ( ) a Other'fixtures -----,------•------------•-•--•-------- - W Design Flow........................-_---_--..gallons per person per day. Total daily flow___.___...... __ -'r ____--_.-.-.gallons. WSeptic Tank Liquid capacity#r�)...gallons Length................ Width---------------- Diameter................ Depth................ x Disposal Trench—No. .................... Width__ �� Total Len th-�__-__-_-_---.- Total leaching area-...................sq. ft. Seepage Pit No-----j............. Diameter/l'_:%` ___ `. �t;�f*'>64 TotalVL�n i Total leaching area._. _ _sq. ft. Z Other Distribution box,( ) Dosing tank ( ) Percolation Test Results : Performed by.............................................................................. Date---------------------------------------- aTest Pit No. 1..............:.minutes per inch Depth of Test Pit.................... Depth to ground water-.--__-----__---___---_ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water________-______-__--._-- a 0 Description of Soil--``_•-•---••------•••----=--•--•--•-- •-• --• -•- . ---•---••••-•------------•----------••------- --------- -------------------------•------•••----- x �, = W --- ------ UNature of Repairs or Alterations—Answer when applicable-------------------------------------_-------------------------------.----..--._-_.___-__---_- -------------------------------------------------------------------•-------------------•-------•---•---------------------------------------------------------------------------._...._....-----•-•----. Agreement: The undersignA. agrees to install the aforedescribed Individual Sewage Disposal System in accordance with e-p�visions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed r�r- °-•� �`r ''.,�. .�s ------ ,/ ------ Date ApplicationApproved.•By................................................................................................ ...............:_--_.--- --------•-•---- Date Application.Disapproved°for the following reasons---------------------------------------------------------------------------------------------•------------------- ..•--•--•-•-•------••-•-- .............................. , -. r Y Date Permit No. -- - -----.............r � = -• ": Issued. i `,:�` Y^ ` Date THE COMAMONWEALTH OF MASSACHUSETTS 40, ^ " B0`AhD OF HEALTH �p 'firatr. of Ton Han'rr 4�',� T ndividual Sewagell' 1 Sys e s ructed ( ) or Repaired ( ) by-•--------------- - -- . --................................... Install ' f _ has lien installed in accance with the provisions of Article XI of The State Sanitary Cod as described in the cti - d application for Disposal Works Construction Permit No................�_�°__r{ ___________ dated_..;; _..___._!�__�.._.� ;�____.____ THE ISSUANCE OF THIS CERTIFICATE SMALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. i DATE z1 Tz�-- ...----------------------•------__ Inspector = l THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH , No.--4-;y= ------ FEE . ............. Bill tion VP Permission is hereby granted ----.. `.r-... to Construct-(, j or Y7air ( ) an I dividuat,$ewage Disposal System at N04..... a d v > Street as shown on t appli Lion for Disposal-Works Constructio e mit No... !,..-_ ..... ateds _ _./_.: _..._.. •••--- --- -- - - Board of ealth DATE._._. ' FORM 1255 HOBBS & WARREN.'INC.. PUBLISHERS-,. T.O.F. EL.= 62.3± IN1SH GRADE OVER D-BOX= 61 .0+± 4"SCHEDULE 40 PVC MIN.SLOPE 1 % PROPOSED PVC VENT FINISHED GRADE OVER BIODIFFUSERS= 61.0' - 62.6' GENERAL NOTES SLOPE @ 2% MIN. PROVIDE EXTENSION RISER INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& REMOVABLE WATER TIGHT COVER OVER ACCESS BOX TO WITHIN METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL OUTLET TO WITHIN 6"OF F.G. RISER TO WITHIN 6"OF FINISHED GRADE FINISH GRADE F.G. OVER TANK EL.= 61.4'± 5"DIA.OUTLET(S) 3"OF F.G. (ONE PER ROW) CODE AND ANY APPLICABLE LOCAL RULES. cQ FND. EL.= 61.5'± 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE i t DESIGN ENGINEER. PROPOSED 4" 9"MIN. 9"MIN. „ EXISTING 4° 36"MAX. 54"MAX. TOP OF SAS/B.O. = 5$,10' 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE - PVC SEWER PIPE (SEE NOTE 21.) SYSTEM UNLESS OTHERWISE NOTED. ___ 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6" 3" 3"DROP MAX 3" 9" L = 87+_ + PROVIDE WATERTIGHT ELEVATION =58.10' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 2"DROP MIN _ Mi�s�oPe�o%� 111� JOINTS(TYP.) 10„ 4"PVC IN FROM1.33' n10.7j(TYP) 16„ 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF I 14" '-I- SEPTIC TANK 4"PVC OUT TO �P') THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. � Jg.O _ LEACHING FACILITY 0'� o 5. SLOPE ALL SOLID PIPE AT 1.0 /o MINIMUM. I CONTRACTOR SHALL CONTRACTOR SHALL + 12" 6" + 57.6T 56.7T (laid flat) 2.875"(34.5")---I (STONELESS SYSTEM) 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. OUTLET TEE SHOO MIN. 57.$3 5 0 (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK VERIFY SIZE AND 48" VERIFY CONDITION OF -.-- CONDITION OF EXISTING TEES GAS BAFFLE 6"CRUSHED STONE (TYP.) 11.5' FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION.SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY 5'MIN. NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE 25.0'(TYP FOR ALL ROWS) AND DESIGN ENGINEER. I 5 OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 67.00'ESTABLISHED TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 49.47' ON A TAGGED BOLT OF AN EXISTING HYDRANT AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 20 - BIODIFFUSERS PROFILE BIODIFFUSER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES CROSS SECTION VIEW c �+ TO THE DESIGN ENGINEER. SEPTIC TANK PROFILE 20 - ARC 36HC (#36 6 B D H-20 B I O D F U S E R�7 10. ALL JOINTS INHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. *CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR DISTRIBUTION BOX DETAIL ` NOT TO SCALE NOT TO SCALE TO ANY WORD& NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM PERC NO. 12979 APPROPRIATE AUTHORITY. INSPECTOR: David W.Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS, w PROPOSED TOTAL 20 ARC 36HC / PROPOSED INSPECTION kI EVALUATOR: Michael Pimentel, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE r (#3616BD) H-20 BIODIFFUSERS IN A / PORT WITH ACCESS BOX ^> ,fn Oct. 1999 THEY SHALL WITHSTAND H-20 LOADING. 4 11.5 x 25.0 FIELD CONFIGURATION TO GRADE (TYP OF 4) C.S.E.APPROVAL DATE: ZONE Z 2010 13• DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. DATE: June 23, k ,y /�� PROPOSED PVC VENT PIPE .. t? M TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE tti PROP.IDISTRiBUTION BOX J ,L/ (LOCATION PER OWNER) " MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. S88*04'06"E ; ` ram ,/�' ELEV TOP= 62.80' / •-. � rt ,.. ., REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, 102.31' ` c-4, ,� / j ELEV WATER= <49.47' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). co x i � . ��/ ..-....-..,. . •- • PERC RATE_ <2 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN �' •� 5 .,` SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. ' o ,�yQl / Benchmark DEPTH OF PERC= 30"-48" 16. PROPOSED PROJECT IS LOCATED WITHIN: W MAP 46 I / I �` j' ��, / Hydrant Tag Bolt I t ,. 2 � ��" Tp 2� Elev. =67.00' TEXTURAL CLASS: 1 ASSESSORS MAP 46 PARCEL 07 4 PARCEL 08 N A - �� �. LOCUS o. J � ��Q / a, / _ ( 62•s:j Approx. M.S.L. OWNER OF RECORD: CAMERON WARWICK&CANDEE A. TREADWAY �$°y 1 !v�.r �co `0 24" Q62.8' .,,..••'� s' r,, b " ADDRESS: 231 BOG ROAD Y 100'W OFFSE` / •.►•' a `; ... ` 0 62.80 O �-/ j j' ♦ 1 Fill MARSTONS MILLS, MA 02648 / 14" / " ., 8„ 62.13 m / 12" 1 Loamy Sand z ,/ �/ 14" / / r A/E 10Yr 3/2 , ag. ` }/ / }-� LIMIT OF WORK Loamy Sand FEMA FLOOD ZONE C / Q~ ,}� EXISTING l B COMMUNITY PANEL# 250001 0015 C MAP 46 / �,�. \ / !, LP GARAGE 1 d '-- 10Yr 5/8 /� e �� v ,�(3)$" 11 f!+ 11 It ` 30„ �1 60.30' 17. DEED REFERENCE: DEED BOOK 10329, PAGE 276 PARCEL 09 / / / V �� 6„ 14! \ / [ { '' I m Perc - �-��' Medium-Fine 18. PLAN REFERENCES: 1.)PLAN BOOK 254 PAGE 99 48" 58.80' \ Sand 2.)PLAN BOOK 611,PAGE 84 \ \ Q� i• a / C-1 2.5Y 6/6 t� ( � 72„ 56.80' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. y� / 10" \ j F'`2 PERTY LINE INFORMATION d ".dL1� 3'F'fi A I ) r Q" a �` STONE DRIV O m Fine Sand' 20. O L © ON S O A OXIM TE. TH S PLAN 5 TO 23E ODEDONLY / ryry \ a '' C-2 2.5Y 6/1 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY j \ Q 0 = FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. •��O �P� m 0 21. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE W APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7): �O PLAN , C-3 Medium Sand (1.) A L5 WAIVER(3.0-4.5)FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. \ \ Q iv LOCUS P L 'v 2'5Y 6/6 22. THE FOLLOWING LOCAL VARIANCE IS REQUESTED FROM THE TOWN OF BARNSTABLE'S APPROX. LOC. OF EXIST. LEACHING PIT TO BE \ 1 �` Q CHAPTER 397: WELLS REGULATIONS; SECTION 397-2: yg"2� 3 PUMPED AND FILLED WITH CLEAN COARSE SAND / EXISTING � / � � � SCALE: 1"= 1000' 160" 49.47' (1.) A 27.6'VARIANCE (150.0'- 122.4')FOR THE SETBACK FROM THE PROPOSED LEACHING SEPTIC TANK TO BE \ ' 3-BEDROOM .� l r'�u No Mottling, Standing or Weeping Observed FACILITY TO THE EXISTING WELL LOCATED AT 231 BOG ROAD. EXIST. 1,000 GALS / UTILIZED AS PART OF THIS DESIGN \ \ \ \ \ DWELLING E' &I '� /-- DESIGN DATA TEST PIT D/�TA PERC NO. 12979 LEGEND F EXIST E L Fir / / -"� o LU 3 INSPECTOR: David W.Stanton, R.S. \ \ \ �� N NUMBER OF BEDROOMS(DESIGN) 50xO EXISTING SPOT GRADE M ^ ( EVALUATOR: Michael Pimentel, N /w DESIGN FLOW 110 GAUDAY/BEDROOM E.I.T. SWING-TIES SCALE: 1"=20' GAS--� / co C.S.E.APPROVAL DATE: Oct. 1999 - - 50 - - EXISTING CONTOUR 'Z� \ TOTAL DESIGN FLOW 330 GAUDAY DATE: June 23 2010 GC-1 GC-2 GC-3 \ a � � � � 5 PROPOSED CONTOUR DESCRIPTION DESIGN FLOW X 200 % = 660 GAL/DAY 7' 14.1' -- \ 0 \ ~ USE EXISTING 1,000 GALLON SEPTIC TANK TEST PIT = 2 ' E/T/C EXISTING UNDER-GROUND UTILITIES BIODIFFUSER CORNER(1) 26. '\S � ELEV TOP 62.80 BIODIFFUSER CORNER(2) 37.6' 23.8' -- ��\ \ \ \ \ '� / ELEV WATER= <49.47' ELEC -- EXISTING ELECTRIC UTILITIES BIODIFFUSER CORNER(3) - 26.7' 41.8' \ \ \ \ \\ `-- / / PERC RATE_ INSTALL 20 -ARC 36HC (#3616BD) BIODIFFUSERS (H-20) GAS EXISTING GAS LINE BIODIFFUSER CORNER(4) -- 18.5' 30.3' \ \ \ DEPTH OF PERC= MAP 46 \ -- -�- TEST PIT LOCATION �s2 \ \ TEXTURAL CLASS: 1 PARCEL 07 \ SYSTEM CAPACITY 87,120 S.F.± ` \ (TOTAL L.F. OF BIOS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD i EXISTING 1,000 GALLON SEPTIC TANK (2 3) \ !' (100.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 355.2 GAL. LEACHING/DAY 0" - 62.80' Fill PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE \ TOTALS: A/E Loamy Sand 62.13 13 PROPOSED DISTRIBUTION BOX (1 4) 10Yr 3/2 \ TOTAL NUMBER OF BIODIFFUSERS: 20 12" 61.80' C-2 ! - TOTAL NUMBER OF COUPLINGS: 0 g Loamy Sand [� PROPOSED ARC 36HC(#36166D)BIODIFFUSER(H-20) TOTAL LEACHING AREA: 355.2 10Yr 5/8 TOTAL LEACHING CAPACITY: 480.0 30" 60.30' GC-1 „ C-1 Medium-Fine REV. DATE BY APP'D. DESCRIPTION Sand EXISTING c-3 NOTE: 2.5Y6/0 PROPOSED SEPTIC SYSTEM UPGRADE GARAGE EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE 72" 56.80' PREPARED FOR: DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER Fine Sand "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED C-2 2.5Y 6/1 CAPEWIDE ENTERPRISES DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003(LAST MODIFIED FFIRRHARY 1t2010). TRANSMITTAL NUMBER=W000052. 108„ 53.80' � P 3 LOCATED AT NOTES: C_3 Medium sand 231 BOG ROAD 275'± 2.5Y 6/6 MARSTONS MILLS, MA 02648 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF i COMPONENT. APPROX.THREAD OF RIVER 160" SCALE: 1 INCH = 20 FT. DATE: AUGUST 2,2010 EACH SEPTIC SYSTEM 49.47' 0 10 20 40 60 FEET MAP 45 No Mottling, Standing or Weeping Observed 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE yTx��°" '°� PREPARED BY: PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT PARCEL 16-03 RESERVED FOR BOARD OF HEALTH USE Jain`` " CHUP,CNfiL �� JC ENGINEERING, INC. J R, DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF 'u'� 2854 CRANBERRY HIGHWAY HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. � � �' EAST WAREHAM, MA 02538 3). PROPERTY IS LOCATED WITHIN THE GROUNDWATER PROTECTION SITE PLAN 508.273.0377 DISTRICT AND ALSO WITHIN THE ESTUARINE ZONE WATERSHED. SCALE: 1"=20' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.1842 i i