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HomeMy WebLinkAbout0152 CEDRIC ROAD - Health L=, ric Road.. r 080 - ,I UPC 12534 ' No.2-153LOR MAiTMOS. UN S f No. T Fee 5 0. 0 0 ti V C/TH_E COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for �Digooal 6pgtern Construction Permit Application for a Permit to Construct( )Repair VX)Upgrade( )Abandon( ) ❑Complete System O Individual Components Location Address or Lot No.1 52 Cedric Road Owner's Name,Address and Tel.NoSharonRenoit Centerville,Mass. 02632 1'52 Cedric Road Assessor's Map/Parcel Cen t e r v ille,Mass.0 2 6 3 2 149-80 Installer's Name,Address,and Tel.Nos 0 8—7 7 5—3 3 3 8 Designer's Name,Address and Tel.Nos 0 8—2 7 3—0 3 7 7 J.P.Macomber & Son inc. JC Engineering 5 Round Hill BLVD. Box 66 Centerville Mass 02632 IE. Wareham Mass. 02538 Type of Building: DwellingXX No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Adding two 500 gallon chambers to the existing septic system. 25 ' X13 'X2 ' 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 Env'ronmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued bk this 13o d o eaWV Signed Date Application Approved by &::Date Application Disapproved t e following reasons:61 'V a Permit No. a Date Issued 99 tom•. N - va ,�..y� `a�� ,;pis Fees 5 0 6 0 ' THE COMMONWEALTH OF-MASSACHUSETTS Entered in comno'... l V PUBLIC HEALTH DIVISIONh TOWN .OF BARNSTABLE., MASSACHUSETTS Yes r.. ZIPPrication for s0toPooa1(**em Construction Permit Application for a Permit to Construct( )SRepav'(KX)Upgrade( Abandon( ) El Complete System El Individual Components Location Address or Lot No.152 Cedric Road Owner's Name,Address and Tel.NoSharonBenoi t Centerville,Mass.02632i, ,\ 85Ar5adB&not0ad Assessor's Map/ParcelCenterville,Mass.0 2 6 3 2 Installer's Name,Address,and Tel.Nos 0 8_7 7 5—3 3 3 8 Designer's Name,Address and Tel.Norj 0 8-2 7 3—0 2 7 7 i J.P.Macomber & Son inc. JC Engineering 5 Roand Hill BLUR. Box 66 Centerville.Mass 02632 IF. Wareham,Mass.02538 Type of Building: Dwelling XX No.of Bedrooms Lot`Size sq.ft. Garbage Grinder( ) Other Type of Building iY N}I°.of Persons Showers( ),.Cafeteria( ) Other Fixtures f Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) AAdd.ina two 500 ctallon chambers to the existing s6otic system. 25'X13'X2' Date last inspected: E^ 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 Certifi- cate of Compliance has been issued by this o d o A ealt Signed /I o Date 1 /,10/C2 Application Approved by Date Application Disapproved t e following reasons Permit No. Date Issued ------------------------ — --- -------- . THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (tompliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired(KXX.Upgraded( ) Abandoned( )by .7.P_Mar•c'nnhpr X Rrin Tnc. at 152 Cedric Road Centerville.Mass. Yh%bln constructed in accordance .- with the provisions of Title 5 and the for Disposal System Construction Permit No , "Lated Installer J.P.Macomber & Son Inc. Designer JC ,ngineering The issuance of this permit shall not be construed as a guarantee that the system will function as designed. r Date �1 1`]7t)3; Inspector j 4J No. CJR,J� — ----------------------Fee$50,00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 'Witpool braem Construction Permit Permission is hereby granted to Construct( )Repair(XX)Upgrade( )Abandon( ) System located at 152 Cedric Road Centerville,Mass. ¢ .1 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Cons clon ust e corn leted within three years of the date of this p rmit. Date: Approved by / I TOWN OF BARNSTABLE LOCATION SEYKAGE # 0QJ VILLAGE C A_/l�� 1/%��e ? ASSESSOR'S MAP & LOT!, INSTALLER'S NAME&PHONE NO. C yAl a-e X t SEPTIC TANK CAPACITY 0 0 0 6 Q L LEACHING FACILITY: (type) - l7ic' 1/✓�'/LrK (size) /•�- S . NO.OF BEDROOMS i f BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: t Separation Distance Between the: I 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) Feet Edge of Wetland and Leaching Facility(If any-wetlands exist within 300 feet of leaching facility) Feet Furnished by t I ' ,CR i TOWN OF BA.RNSTABLE d Lii ►'ir N-� .� C e 61 k J C n SEVKAGE # VILLAGE C e &reK Vi//a ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. J -44 A C U hl ig-P k .fi .5 SEPTIC TANK CAPACITY _/ o o o r, L Aa LEACHING FACILITY: (type) 2- I k) 1,U f_L C (size) NO. OF BEDROOMS <� BUILDER OR OWNER_Try Oil PERMUDATE: l'��n�� COMPLIANCE DATE: 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) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by i � E3 I - :I ems' �Aoog �,��/iy1,s S S 1 Oe k , awT" 14- No........- IZ5 ................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OfF HEALTH ...... .. . _. .O F............ . ---- --------------------- Appliratiuu -fur 43i,ipuuttl Works Cnuutitrurtiuu Vrrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at• � --------------------- Z------- _!/! Lo tion-Address �� or Lot No. -------------- -- �/ ' Owner Address j1.1// .. --------------------------- ............... Installer Address QType of Building Size Lot-_----._.•________________Sq. feet U Dwelling—No. of Bedrooms---------------�............. .-_-.Expansion Attic ( ) Garbage Grinder ( ) a, Other—Type of Building ----------- _______________ No. of persons..-____-.--__-____________- Showers ( ) — Cafeteria ( ) Q' Other fixtures --•---------------------------- - - W Design Flow... ......................................gallons per person per day. Total daily flow---------------- ?______---.----_.gallons. WSeptic Tank—Liquid capaci I -V--_gallons Length................ Width-.-_--.-_------ Diameter_----_ ------__ Depth___._.-_-_---- x Disposal Trench—,No� . _--__ ____.___ W 1................. Tofelow Length.................... Total leaching area........------------Sq. ft. Seepage Pit No/U._�O Diamete� '� hhinlet_ ___ ___________ Total leaching are a.---______-_.-__-sq. ft. Z Other Distribution box ( ) Dosing tank ( ) O"• / - 'i- e., -?J-a Percolation Test Results Performed by--------- --------------•---•--------..-..-------------------- ------- Date----------------------------------- Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water_.-.---._-.--._._-.--. - G%, Test Pit No. 2----------------minutes per inch Depth of Test Pit-______-_-_--.__-___ Depth to ground water--..___.__-_--_.---_-._. 1:4 ----------------------------- ....--- y- -------------------------------------- Descri tion of Soil--- �- �zT1 �� �0_- ------------ ----------------- -- -- -- x P _ '1 U -------------2,-----nj�--- ---i ---- _", -4 f-��--`�--- � t' U ---------------- f/ x � G�• T U Nature of Repairs or Aiteration94—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 bee 's ed by the b and of health. Signe - ••... --- ---------•-------- -------��/. p Date Application Approved By__�------ - ---------- --u��------------------ fJ' �'_.- Date Application Disapproved for the following reasons:............................................................ .................................................. --••--•------------------------------•-----------------------------------••-----------------------------.--------...----•------------------•------------.....------------------------------------------. Date PermitNo......................................................... Issued........................................................ Date No......................... Fs$...A)....'.�....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OFF HEALTH _.oI'GI`h.--------OF............. f.- ,;,. --------------------- . ppliratinn -fur Uhipo.itti Workii Tom4rurtion Vrrtuft Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal Sy tem at: 0 /7 _ C �` --------K l = t L. tion-Address or Lot No. ---- --------------- ---- .........---- - W Owner Address tklzl.Z-Z.................................... ----"-"-- 1? - ------------------------------------------------------------- Installer Address Q Type of Building _ Size Lot----------------------------Sq. feet U Dwelling—No. of Bedrooms---------------- ------------------------Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ......... .................. No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Q' Other fixtures --------------------------------- W Design Flow__T: ?-------------------"-.--.-_-----gallons per person per day. Total daily flow.......•.....m-o o--.-.------...._gallons. WSeptic Tank—Liquid capaci/&W-.gallons Length---.--..----_-_ Width................ Diameter-----.---------- Depth.-_.-.--_.-._. x Disposal Trench—No. -.--.-_ WrJ4�-1-1................... Total Length----------.-------_ Total leaching area-----.------.-------sq. ft. Seepage Pit N, _1(11 Diameter�'l AI" 'W�elow inlety ------•-- Total leaching area-----------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 0,49 Percolation Test Results Performed by------- ----------------------------------• ............................. Date-------------------------- -----------.. 0-1 a Test 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------------------------ O ---------------------------- f _........... ...---r--... - �........-i -- ------------- Description of Soil �.._.-.- ..�... t l---- ✓✓vr, ----------------------------------------------- .....--------2- ---- = � . ---------- U Nature of Repairs or Alterations Answer when applicable------------------------------------------------.------.e%i-.--_.-_-..-.-._.._.-_-.-------..._. -----------------------------"--"-"-• -------- --.-.---•----•--"----------•------------.-----.--....------------------------------------------------------------------•------ ---------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article NI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been is ued by the board �offhhealth. Signed -yam - � -�c%C-��. -�..-..... --------LCT ��/i Date Application Approved By-- ..�% "l )----"- Date Application Disapproved for 6e following reasons:........................................................................................... ...----------•---•- ..........-••-•................................................•------------------------•---------------------------------------------------------------------•-----------------------------.......... Date PermitNo.......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOAR HEAL�`�f� 1....... ...........OF......... ........'G�1"f - .. ......f..................r............ 1,111rrtif iratr of f.11,11mpiiaurr THIS IS TO CEI?TIF hat the Individual Sewage Disposal System constructed ( or Repaired ( ) ------ -- ----------------------------- - nstaller c has been installed in accordance with the provisions of Articl XT of The State Sanitary Code as described in the ^ ''r dated `�` "7 - application for Disposal Works Construction Permit No------- -<% _;;-.?, - --"-"-"--"-...._ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE© AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE........................................---..................................... Inspector.------------"--•"""----"-""- "------------"-""-------------....................... a- THE COMMONWEALTH OF MASSACHUSETTS BOARD OX HEALTH No......................... FEE. � 0�1,1�ptrurfivn Vrruttt Permission is hereby granted------ ................. ............................................................. to Constr t , or Rep 'r . ) an In 'v'i`dual ,ewagg Dispp 1 System at No. ..... -- _ryL< �9= � a,•. — t-� �� --- L' = treet as shown on the application for Disposal Works Construction PeP t No.- -�--------------- Dated-.. ---.�-�.-7.1�......... h DATE_ Board of Healt FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS I 'f IF 1 I Ii ti 83 J I I r^ 0 _yam c _ � I v AW ZD AG? Q � I i I a15 z I STFaK�` � 1 STAACE" C��T/F/�D IoL OT �L AiV • G E S•GgL E : /.._30' DqT�'-: S �.� S ---/ocx� G�7G. .S.E,�T/G Ti�.V.t� q57- L ELK f/ G/T h//7 /-/ /' OA: Yt/l?SrYED roAGE 7z . 2 f-/E.eE6Y CE2T/FY Tf-/.�7T T<-IE BC//LD/�c./G' SNON/.c./ OA./ T/-1/S .oLAC::?A�l /S GOGATEa y�Oc%Vn AS SNOW.t/ HEBEoti/ AAl/D TNgT /7- DO ES CO.VFO e r✓! TO Tf/E: Zo.V/.V G �5 ` C i s,, •;�, BY- L.gN/5 O"- T,•/E 7Z7WiV OF B�EC/STi9 BG E t, r"' y N/�/E.t./ •CO,c/ST.2CJG TE D, ���•• %� Y r 20UTE G�q^-`/1�.eMOUT<-/, MASS. D,q� ,eE�• �;q,�� e��Yo.e G' TOP OF FOUNDATION 5" DIA. OUTLET(S) FINISH GRADE OVER CHAMBERS = 99.1 0' t0 98.80' GENERAL NOTES ELEV.- 100.38' INSTALL RISER AND COVER TO WITHIN 6 INCHES OF GRADE FINISH GRADE REMOVABLE COVER SLOPE @ 2% MIN. OVER SYSTEM OVER TANK EL.= FINISH GRADE OVER D-BOX= 98.80' 4" SCHEDULE 40 PVC MIN SLOPE 1% 3/4" TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE FINISH GRADE @FND. EL.= 99.40' 99.20' to 99.00' 2" OF 1/8" TO 1l2" DOUBLE WASHED STONE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTIONMETHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE "-20" MIN. ACCESS COVER TOP OF SAS = 96.33' PLACE RISERS ON ALL CHAMBERS ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. (TYPICAL FOR 3) 36"MAX. 9" MIN TO 6" OF FINISHED GRADE 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD /// 95.50 36" MAX. BREAKOUT EL = 96.00' OF HEALTH AND THE DESIGN ENGINEER. 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL 2" DROP MIN. PROVIDE WATERTIGHT BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. 6" 3" 3" DROP MAX. 3" g„ JOINTS (TYP.) o0 ��\� 0 0 0 0 0 00 0 0 D o o o � 4" PVC IN FROM o 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS 96.57 SEPTIC TANK 4" PVC OUT TO14" o 000 0o I oo THAN ELEVATION = 96.00' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. } LEACHING FACILITY I pQ o o UNLESS A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE 0 0 TOP OF THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 96.7 8' - CONCRETE 95.75' MIN. i 95.58' 2 0 0 0 0 o 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. CONTRACTOR TO INSPECT 48" OUTLET TEE o 0 0 9 9' o o 0 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. CONCRETE TEES AND REPAIR o ' 0 6" CRUSHED STONE 1 00 0 0 AS NECESSARY OVER MECHANICALLY COMPACTED BASE _4_ 8 5' I _, ' 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED _4'_ 4.9' _4'_ PRIOR TO BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND 5 OUTLET DISTRIBUTION BOX 25.0' (TYP.) READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED TO BE INSTALLED ON A LEVEL STABLE < 87 88, _ WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. BASE. FIRST TWO FEET OF OUTLET 93.50' GROUND WATER ELEV.- � 12.9' - EXISTING 1500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 2 - 500 GAL. CHAMBERS 5' MIN. LENGTH 10'6" WIDTH 5'8" DEPTH 5,7,. 8. ELEVATIONS BASED ON ASSUMED DATUM OF 100.0' MSL OBTAINED CROSS SECTION VIEW TYPICAL CHAMBER PROFILE CHAMBER END VIEW FROM NAIL IN TREE AS SHOWN ON PLAN. SEPTIC TANK PROFILE, DISTRIBUTION E30X DETAIL CHAMBER DETAILS 9 CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION NOT TO SCALE THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE NOT TO SCALE NOT TO SCALE AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY TEST PIT DATA DISCREPANCIES TO THE DESIGN ENGINEER. r� x w 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE RF INSPECTOR: N.A. STRUCTURES SHALL BE MADE WATERTIGHT. SOIL EVALUATOR: Samuel Philos Jensen 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR w ! ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN ra nba r�r �w�� ��� � �" � ,���� � � DATE: December 24, 2002 4 1 SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. TEST PIT#: 1 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS N r + { ELEV TOP = 98.88' r is F LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH w. ELEV WATER= >1 V BGS CASE THEY SHALL WITHSTAND H-20 LOADING. � 4 �aP4' " PERC RATE _ < 2 Min/In (Measured) 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND 00 " FINES. ik,ij ' Al O 7r DEPTH OF PERC = 42"-60" � �N� n � 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND TEXTURAL CLASS: 1 UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES m �, w mow... m - - --- - - OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN s MAP 149 PARCEL 130 LOT 28 �'� ,a"� w COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN 1p " ACCORDANCE WITH 310 CMR 15.255(3). 0 98.88' N/F MURPHY � a�fih ,;+'' rw ", �,�! Sandy Loam O/A 10YR 3/2 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. ����" 4" 98.54' CB/DH Sandy Loam 16. PROPOSED PROJECT IS LOCATED WITHIN: , FND I " ( 10YR 4/6 �� �P` R� �� 22" 97.05' ASSESSORS MAP 149 PARCEL 80 9.27 ate- i� d C1 Loamy Sand EXISTING PLAY HOUSE- -� EXISTING 1500-GALLON MAP 149 PARCE_79 N [Lo C S 2 5Y 5/6 17. OWNER OF RECORD: DONALD R BENOIT G � � 42" 95.3R' TO BE RELOCATED SEPTIC TANK � � ,; ADDRESS: 152 CEDRIC ROAD N/F HARRELL r i �� " Perc ��, CENTERVILLE. MA 02632 __J 60" 93.88' XISTING SHEDS "`,ti 62" 93.71' , Medium Sand 18. PLAN REFERENCE: BOOK 281 PAGE 72 19. ALL DISTURBED AREAS SHALL BE RESTORED WITH LOAM AND SEED. MAP 149 PARCEL 130 LOT 29 09.98 B.M. No Groundwater Nail in Tree LOCUS PLAN Encountered 20_ PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY N/F TRIVERI ,1 Elev. = 100.00' 132" 87 88' FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY �9,4 .04 Assumed FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. SCALE: 1" = 1000' f DESIGN �+ PERCOLATION TEST RESULTS 98.88 DESIGN DATA 99,05 16 LEGEN ' ' DEPTH OF PERC.: 42"-60" 88 l _ x C EXISTING SPOT GRADES :::_�. © •:`:_ 8. q � 99,49 00 99y`. START PRE-SOAK: 12:58 PM -' END PRE-SOAK: 1:08 (25 Gallons) a EXISTING CONTOUR 8 7 NUMBER OF BEDROOMS 2 (ASSESSOR'S) TIME AT 12": 1:08 L/P " 99,55 \ NUMBER OF BEDROOMS 3 (DESIGN -TITLE V MINIMUM) 50 PROPOSED SPOT GRADES TIME AT 9": 1:10 1 NUMBER OF PERSONS 3 TIME AT 6": 1:12 Z PROPOSED CONTOUR TIME FROM 9" TO 6": 2 min. E 8.� Q , 1 DESIGN FLOW 110 GAL/DAY/BEDROOM ----- -- -- EXISTING UTILITIES O 9,29 _ _ w TOTAL DESIGN FLOW 330 GAL/DAY RATE: <2 Min./In. ` `" " DESIGN FLOW X 200 % = 660 GAL/DAY GAS EXISTING GAS LINE USE EXISTING 1500 GALLON SEPTIC TANK EXISTING 2-BDRM ' 98`�0 ter ��'�' EXISTING WATER LINE INSTALL TWO 500-GAL DWELLING `. CHAMBERS CB/DFi ,52 �"-X-"}C- X-- X` EXISTING FENCE 9.34 T.O.F. = 100.38-FT FND i µ950 ' � TEST PIT LOCATION DISTRIBUTION BOX c ` ` '80 INSTALL 2- 500 GAL. CHAMBERS EXISTING SEPTIC TANK SIDEWALL CAPACITY �, }✓ 4" SOLID SCHEDULE 40 PVC PIPE / (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (.74 GPD/S.F.) = GAUDAY M28 k �, / PO (25' + 12.9') (2 ) (2' ) ( .74 GPD/S.F.) = 112.2 GAL/DAY (� DISTRIBUTION BOX EXISTING LEACHING PITS so �o� z'� F '- 97.85 O TO BE PUMPED AND FILLED �o 98 99 Lti C� 500 GAL. LEACHING CHAMBER WITH CLEAN SAND ; 8 7,75 �� ; � ' � BOTTOM CAPACITY N p y0J (LENGTH x WIDTH) (.74 GPD/S.F.) = GAL/DAY MAP 149 PARCEL 80 g 0 ,� P (25'x12.9') (.74 GPD/S.F.) = 238.7 GAL/DAY 16,500 S.F.± J� r O& TOTALS' REV. DATE BY APP'D. DESCRIPTION MAP 149 PARCEL 81 /�,� `G TOTAL NUMBER OF CHAMBERS 2 PROPOSED SEPTIC SYSTEM UPGRADE TOTAL LEACHING AREA 474.2 SOFT. N/F HUTCHINSON TOTAL LEACHING CAPACITY 350.9 GAL./DAY PREPARED FOR: t �j DONALD BENOIT LOCATED AT 9 . 152 CEDRIC ROAD CENTERVILLE, MA 02632 SCALE: 1 INCH = 20 FT. DATE: JANUARY 6, 2003 0 10 20 40 80 FEET JO'N L. /.' c;1u�cHiLL PREPARED BY: O�1L JC ENGINEERING, INC. No 41807 "fen r 5 ROUNDHILL BLVD. SITE PLAN EAST WAREHAM, MA 02538 508.273.0377 SCALE. 1"=20' Drawn By: SPJ Designed By: SPJ Checked By: JLC JOB No.359