Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
4019 MAIN ST./RTE 6A(BARN.) - Health
40'i9, Ma�nStreet/Rte 6A`(.Barn)r • `, = Barnstable r: A - 335 031 - t R- f n a � w v , ! a „ r i ,r n r ` r m f .L h ." U c � ♦ ... � .. a .. .. t ,.... ' .. w :. �i , r. , � o u • l � ^ •. Y c u 9 ' rr. r 09/24/2001 15:04 5058333150 HORSLEY + WITTEN PAGE 02 Horsley&Witten,Inc. Sextant Hill so Route GA September 24,2001 Sandwich,MA CQ%3 Ms. Susan G. Rask,R.S. (5081833-6600 Chairman, Barnstable Board of Health 5ax(5O8)833-31SO 376 Main Street Hyannis, MA 02601 RE: Variance Request, Les and Val Hemmila,4019 Main Street, Cununaquid, Massachusetts, Tuesday September 25,2001 Dear Madame Chairman, Please accept our request to continue the subject hea ng to the next Board of Health Meeting scheduled for Tuesday, OctoberX2001. Thank you for your assistance with this;please call if you have any questions. Sincerely, HORSLEY& WITTEN, INC. Paul Carey, E. Project Engineer 09/24/2001 15:04 5058333150 HORSLEY + WITTEN PAGE 01 FACS IMJLE COVER SKEET Horsley& Witten, Inc. 90 Route 6A Telephone: 508-833-6600 Sextant Hill, Unit 1 Facsimile: 508-833-3150 Sandwich, MA 02563 TO: Barnstable Board of Health FAX: 508-790-6304 TEL: (508)862-4644 FROM: Paul Carey DATE: September 24,2001 PAGES: 2 total RE: 4019 Main Street,Cummaquid,Massachusetts Please find attached our letter requesting a continuance of our hearing for tomorrow night. This message is intended only for the use:Of the individual or entity to which it Is addreaeed,and may contain information that is privileged. conddenlal and exempt"disclosure under applicable low. If the reader of this message is not the intended recipient,or the employw or agent responsible for delivering the megs"e to the intended reapient.you are hereby notified mat dissemination,distribution or copying of this communication is strictly prohibited. If you have W*ved this communication in error,please no"us immediately by telephone,and return original message to us at the above address via Me U.S.Postal Service. J r HP OfficeJet Fax Log Report for Personal Printer/Fax/Copier BARNSTABLE HEALTH DEPT 5087906304 Sep-24-01 14:34 1 Identification Result Pages Tyke Date Time Duration Dia ostic 95087710721 OK 02 Sent Sep-24 14:32 00:02:02 002085430020 1.2.0 2.8 t; ..5: July 17,-2001 Barnstable Board of Health., 376 Main=Street x f Hyannis, MA.02601 a\.. \ ;'• Horsley,&Witten,.lnc Re:.,AssessorsMap-335, Parce131=4.019 Route 6A,_Barnstable, Massacliusefts: ' 90 Route 6A c _ f _ < D&ar Board Members: t Sandwich MA i 02563 Horsley&Witten, Inc. is submitting the enclosed site detailing a proposed. Phone•sos.833ssoo septic system:-repair;on`the`suliject property.:Tlieproject includes abaridoung ` the current system, located in the front of the p.r rty'adjacent to,Route 6A, Fax•508.833:3150 and replacing'it with a mounded system.in the:backyard - } www.horsleywittenxom. f s Y Due to hmrted area at this location;and to reduce the.,heiglit'of a retaining wa11, that is needed to contain breakout,,we are requestmg'a'waiver from Section 1�15 a of the Barnstable Board of Health:Onsite";Sewa e Disposal Re lations. This regulation.-requires a five-foot separation-from the bottom of the soil absorption, system (SAS)to estimated.seasonal high groundwater. The regulation also states that a variance may, granted provided the application rate for the SAS,.,: does not exceed'0 50 gpd/s.f The SAS for this project was ized.using„an application rate'of Q.50 gp&i f ,Therefore, we are requesting a variance'that reduces groundwater separation from 5'feet to 4'feet. to f •y - t i`; r Y F. - n X' The SAS will be pressure dosed-according to'Title S..guidelines This will offerk - . a higher degree of effluent-distrib"ution•over the entire SAS than conventional ` r gravity distribution: Therefore the system; as designed, offer"s a higher degree. ; of environmental,protection-than a system designe&in full.compliance'with- j Section 1.-15 of the Barnstable Board.'of Health�Onsite Sewage Disposal `. Regulations r No other variances from State or Local Regulations are required for this project. - - :: :. • � .• � • . '1 e_ .. ' ,� a ''' }. ; , f. Thank you for considering this variance fequest; Please call-if you have any questions-or.requir6 further information.' , t Sincerely' y 4L r � l• x ., HORSLEY &WITTEN' .INCH +. t Pa/uW�l'vC/ar ( 4 Environmental Engnee !L. - �t LETTER OF TRANSMITTAL Horsley & Witten, Inc. Environmental Services Sextant Hill Office Park, Unit One Telephone: 833.6600 90 Route 6A Facsimile: 833.3150 Sandwich, MA 02563 To: Barnstable Board of Health Date: 19-Jul-01 JOB NO. 998 376 Main Street Re: 4019 Route 6A, Cummaquid Hyannis, MA 02601 We are sending you: x Enclosed Under separate cover the following: Report Prints x Plans Shop Drawings Specifications Copy of Letter Change Order Contract Documents Qty Number Description 1 1 of 1 Application for Disposal System Construction Permit 6 2 of 2 Set of Design Plans entitled" Proposed Septic System Upgrade" 1 1 of 1 Variance Request Form 1 1 of 1 Application letter 1 2 of 1 Check for$50 These are transmitted as checked below: x For Approval _Resubmit —Copies for Approval For Your Use Approved as Noted Copies for Distribution As Requested Returned Approved as Submitted Submit For Review and Comment Other Remarks: Copy To: Signed- iL Jo Hen rson !r of SHE DAT8 t F88t BARNIrASU L, �AIE h Town of.Barnstable RBC. B Board of Health 367 Main Street, Hyannis MA 02601 Otrice: 508-790-6263 Susm Q.Ra*R.S. FAX: 509-790-6304 Sumner Kautinan,M.S.P.H. Mph A.Murphy.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 4019 Route 6A; Cummaquid, MA 02637 Assessor's Map and Parcel Number. 335 / 31 Size of Lot: 18194 Wetlands Within 300 Ft. Yes X Subdivision Name: No Business Name: APPLICANT CONTACT P . . ON ;dame:les and Val Hemmila Name: . paul Carey Address: 4019 Route 6A; Cummaquid, MA �?b37 Address: 90 Rt. 6A; Sandwich, MA 02563 Phone: (508) 362-4125 Phone: .(508) 833-6600 FAX: FAX: (508) 833-3150 VA RIANCF FROM REGULATION(List Reg.) REASON FOR VARIAN - .(May enach irmoro space needed) Barbstable Board of Health On-site -Sewage Disposal To reduce the height of the Construction Section 1 . 15- mound and the retaining wa 1. .Separation to Ground Water. (to be completed by once staff-person receiving variance request application) V our(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variances only) Variance request application fee collectedtnor«rai�r.ati.,ear ,.,...,r,,g, .,� ,,,, ,�,t�,,,eO.,�, ,a„�r4 diaiag variaaee reeewab twee m.nedleaaa arJy�,tad wlaaeea b�epa4 rilbd aawp di�ort��(�,trap a:prrlo�b dw 6dldiM popwedp Variance request submitted at least IS days prior to meeting date VARIANCE APPROVED Susan G. Rask,R.S.,Chalrman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ r qo ) � �A (urnrna <A)d RECE VED12,1(c) d AUG 2 An } TOWN OF BARNSTABLE HEALTH DEPT. 'I �3 09/10/2001 15:43 5058333150 HORSLEY + WITTEN PAGE 02. Horsley&Witten,Inc. 5exteM Hiii 90 Route BA September 10,2001 Sandwich.MA 02563 Ms. Susan G. Rask,R.S. (508)833.6600 Chairman,Barnstable Board of Health Fox150818333150 376 Main Street Hyannis,MA 02601 RE. Variance Request, Les and Val Hemmila,4019 Main Street, Cummaquid,Massachusetts,Tuesday September 11,2001 Dear Madame Chairman, Please accept our request to continue the subject hearing to the next Board of Health Meeting scheduled for Tuesday, September 25,2001. Thank you for your assistance with this;please call if you have any questions. Sincerely, HORSLEY &WITTEN, INC. aul Care P.E. Project En eer TOWN OF BARNSTABLE TH E Tpf► P, OFFICE OF i BAWST i BOARD OF HEALTH 'moo rb 9• .`��� 367 MAIN STREET OMFY�" HYANNIS,MASS.02601 October 30, 2001 Paul Carey 90 Route 6A Sandwich, MA 02563 Dear Mr. Carey: You are granted variances or behalf of your clients, Les and Val Hemmila, to construct an onsite sewage disposal system.at 4019 Main Street, Cummaquid, Massachusetts. The variances granted are as follows: Part IX, Section 1.00: To place a soil absorption system only 72 feet from a vegetated wetland, in lieu of the minimum 100 feet setback required. 310 CMR 15.212(b): To install a soil absorption only four (4) feet above the groundwater elevation, in lieu of the five feet minimum setback required. These variances are granted with the following conditions: (1) The septic system shall be constructed in substantial conformance with the engineered plan dated July 17, 2001, revised 9/12/01 (revision #4). (2) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was constructed in substantial conformance with the revised plans dated September 12, 2001. (3) No more than three (3) bedrooms are authorized at this property. Dens, study rooms, finished attics, sleeping lofts, and similar types of rooms are considered as "bedrooms" according to MA Dep. (4) The applicant shall record a deed restriction at the Barnstable County Registry of Deeds, restricting the property to a maximum of three (3) bedrooms. carey k \, I These variances are granted because the proposed system meets the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sincerely yours, usan G. R�s'k, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs carey VAIN STOWN OF BARNSTOLE C, L95gNn / I+l I V a SEWAGE # LAGS �2APDC<31A6 ASSESSOR'S MAP & LOT -6- INSTALLER'S NAME&PHONE NO.�,�Ir rn OR �V,/ SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS- N BUILDER O OWNER r PERMIT DATE: COMPLIANCE DATE: � D 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 HOUSE 4019 B A STI Pcl--:o PCO ST0 PROPOSED ~ LEACHING FIELD �_----- - 4 3 - .-- ____ AS-BUILT TIES, IN FEET FROM A & B STRUCTURE A B SEPTIC TANK INLET(STI) 18.2 18.3 SEPTIC TANK OUTLET(STO) 22.7 14.5 PUMP CHAMBER INLET(PC!) 29.7 15.9 PUMP CHAMBER OUTLET(PCO) 31.7 20.4 I LEACHING FIELD CORNER 1 60.8 53.8 LEACHING FIELD CORNER 2 57.8 56.8 . LEACHING FIELD CORNER 3 90.6 89.3- LEACHING FIELD CORNER 4 92.6 86.8 - 1 AS-BUILT LOCATION NO. oo)-7 73 � THE COMMONWEALTH OF MASSACHUSETTS FEE 50 BOARD OF HEALTH ,,EL Tnwn — OF _ BarnstRhl e APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System [:]Individual Components 4019 Route 6A C mlmaquid, MA Les & Val Hemmila Map 335/Parcel ' �`ion 4019 Route 6A oCuumquid MA Map/Parcel# Address (508) 362-4125 t# Telephone# Horsley & Witten, Inc. I staller' Name Designer's Name 90 Rrm_,_tQ 6A S wich, MA Address Address (508) 833-6600 Telephone# Telephone# Type of Building: Residential Lot Size 18,194 Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( )No Other—Type of Building Dwelling No.of persons 3 Showers ( ), Cafeteria ( ) Other fixtures VISE Design Flow(min.required) 330 gpd Calculated design flow 330 � NINC&ACMON VM M Plan: Date July 3 Number of sheets 2 ReYp' NN AIND .9 T Ep IN STRI ys CT Title Proposed Septic Stem Upgrade :THE WAS I Description of Soil(s)_Fine Sand ACCORDN,CE TO PLAN. Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The existing failed septic system will be abandoned and a new Title 5 system will be installed. The under ' ed agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE S an rth agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. SigneydV�� Z4=1- Date Inspections 4✓- 2 2 a FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 '? -,"- ,L�' •k ' til �.^-.4Cy.*r�!"�[�t NX- THE COMMO WE=ACTH OF MASSAC:HUS.ETTS FEE 5 j r ' OARD OF HEALTHB r MoWh OF "" 13arnstabip- snr CS APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION,PERMIT .Application for a Permit to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) ,-,❑Complete System ❑Individual Components 4019 Route 6A Cta MgUid �1 Les & Val Helllmila r Map 335/Parcel-`IT"°n 4019 Route 6A Cu69461d MA ' Map/Parcel# - Address ' (508) 362-4125 WO[# 1� Telephone# LI P Horsley & Witten, Inc. r I IL711er'TName --- --Designer's Name t 90Rait 6A Ganrlwit_h- MA Address ? V Address;* 1 - a (508) 813-6600 --- Telephone# r1 - Telephone# Type of Building: Residential Lot Size 18,194 Sq.feet n Dwelling—No.of Bedrooms 3 _,Garbage Grinder Other—Type of Building Dwelling No.of persons, `3 Showeirs ( ), Cafeteria ( ) A Other fixtures Design Flow(min.required) 330 gpd Calculated design flow t330 gpd Design flow provided 336 gpd Plan: Date July 3 Number of sheets 2 Revision Date , `.` Title Proposed SePtic System Upgrade a ..� ""Description of Soil(s)_Fine Sand } Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The existing failed septic system will be z abandoned and a new Title 5 system wi j The under ig ed agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 cm rthe agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. - Signed Date V Inspections 960,J t jkJ !D�t4 �P- ;1 3/ 2 c* ,. .' r� FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 h - -- �� -, ---- -------- -------- -------- No 200 I-7-75 THE COMMONWEALTH OF MASSACHUSETTS FEE Barnstable BOARD OF HEALTH # CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ®Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired(X),Upgraded(' ),Abandoned( ) at 4019 Route 6A, CUMMWid, MA has been installed in accordance-with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No.20)- 771 dated �31 112W / Approved Design Flow (gpd) Installer A Designer:Hors* & Witten, Inc. Inspector �Date I � r The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. dfjo 1- -7 THE COMMONWEALTH OF MASSACHUSETTS FEE , < BOARD OF HEALTH - DISPOSAL SYSTEM CONSTRUCTION PERMIT., Permission is hereby granted to Construct ( ) Repair ) Upgrade ( ) Abandon ( ) an inwidual sewage disposal system at f as described in the application for Disposal System Construction..P_ermit No. .)Uo/- 7? 3 -"dated / /) �.wu / '"'_`__ 'Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date Ujif r Board of Health tl�n FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBSB WARREN'"' PUBLISHERS- BOSTON ,, J TOWN OF BAR>1STAeBLE LOCATION a SEWAGE # VILLAGEASSESSOR®S 6A MAP & LOT INSTALLER'S NAME&PHONE NO.(Ly...�� ,��ORN SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER 0 OWNER M LA PERMITDATE: 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 r� � rnd. mwr� co CO ai er ui O vi co of (d � a n ) In w ao m Z *a 0 cv r. ram- co 00 co ro �N N N — � co c� M. v1 -- W = U Z Z Z Z W u l 1 f W ., cn W W J � � 0000 W cr Z Z U U 00 O t` n OLLJ WJ, W J WW J J �'j4 �ti WC9 j m m O'~ cq yUtiU = Z2Z � a O�q Q a � a00c=i0 Q Y Horsley:&Witten,Inc: February 25;2003 90 Route 6A Sandwich,MA Mr. Thomas A. McKean. 02563, Town of Barnstable Board of Health Phone 5o8.aa3ssoo 367 Main Street Hyannis, MA 02601 Fax•508.833.3.150 www:horsieywitten.com Re: 'Les.and Val Hem_ mila, 4019 Main Street, Cummaquid Dear Mr. McKean: ' I This letter has been prepared to submit,the attached plans:as.the "as- built plans for the septic system upgrade constructed for Les and Val. Hemmila at their property at 4019 Main Street, Cummaquid,.: Massachusetts. Based on_observations made during construction, the l ..; system has beeh'upgraded insubstantial conformance to the plans, ( . revised September 12, 2001. The plans-have been revised..to record the:'. measurements ma -thesyste"rncomponents to note their as-built locations:;. < Very truly yours, HORSLEY &WITTEN,.INC. J.o M.-Riordan, P.E. erector of Engineering JMR:emb_ Enclosure. cc: Val and Les Hemmila K:1998 He::iirmila C'oi'resporidance I30H'\Sti,bjiliital of as-built platis.d6c a` Horsley-&Wittenjnc. February 25, 2003 90 Rqute ' sandiNlch mA Mr. Thomas,A. McKean I , oaofHthTown.of BarnstableBoz5s3 Phone t508.833.6600 367 Main Street `Hyannis, MA 02601 F�r Fax•508.893.3150 } "a www:horsleywitten wm m > ' Re Les and Val'Hemila,,4019Mmn Street, Cummaquid: ` r Dear MrF McKean s _ h. . r Y This letter has.' een prepared to submit the ch attaed.plans as the'°as } built" plans'for the'septc system+upgrade'construeted�for Les and-Val s ' - i ' t t •, 14ernmila at"their-property at 4019-Main Street,�Curnmaquid Massachusetts Based on observations,made during constructi6h the . ±system has been upgraded ir ,substanual conformance'to the plans, z f revised Septemb4`.12 2001 The plans have been revised to'reeor"d the J. t measurements madejo'-the system componentsto note their-.as built locations ;. r Very truly yours, s_ . HORSLEY &WITTEN;--INC. Jo Mr.-Riordan, P;E r ire of Engineering - i•1 .I 3h�.ul g, -rCW YFrr . �. 1u t -G k - 4 JMR emb Enclosure r E r - cc: Val.and Les Hei>4nila r - 4 tenlnula',C orn s}zori�ianie`I30H\Stib11 tta16f as-b iilt plans clod r Search for Map/Pil 11' 335031 7 Town of rnstab e /' or Parcel Number 335031 ,� �;Ren hPiro e y /;Business Name �o a of C mr1buton(Y/Na) q Area "Niinfnber „ vontaminan el(Y1N Phone €y �1=u�eh tor,age ank Permit �N Disposal Works Pere est Construction ....... WQI Permit _ r} / F,ile/Permit No, /, 2001773 Issuance Date �" y 12/31/2001 01/25/2002 , CompletionDate ,Size of Septic TypekS e off 41,, d box w/leaching field(20 x 33) Oka � �� / u �� ...... a ., _ Comments OW/011,111 A y,. . y.; 1000G Pump chamber Raised field.***NEEDS ENGINEERS LETTER&ASBUILT** I mappar 335031� ®wn"erg HEMMILA LESLIE A&VALERIE P 4019 MAIN ST/RTE 6A(BARN) µ Irmo""vativelA[terative €ethnology Septic Sy terns $rngle o r, iy "• l - ek arm a' .,n �h � G*;lustered I/A Type UA Service Type radd records? N n t own of Barlistill)Ic 1 Ilrr ' I)eparl III cill of II Cali h,Safely,-III(l Environmental Services �I►��� Public Ilc'.1ltil Division Dale OD 367 Main Street,I lyannis MA 02GQ1r -- • uAmI87AnM MASI 1639. ''TEo►u�" Dale Scheduled ;Dime 114117 ice 1'd. �Vl� Y Soil Suitability A sL'SD1 eat 1bl, ISreivage Disposal • I'cr fonnc'I I l \ViUlcsScJ I) •r /'/I!�/Z r9-Af�/ /q Z9 a GILtG sz�-B®0�3G/ 3 Q- G--:P . lJ GATI N &CR FIR 11 NIF01.Z IA:TION Igo-G�o4 Location Address � �IA( )wncr's Nnnte Cos-/,r lllar I. lit !/A[�R/� Address /� 4'o/y aPT 6 4 Assessor's Nlap/Parcel: /l g10,33�P, ,31 Engineer's Nnmc NEW CONSTRUCTION REPAIR Telephone II�B Bv�—3�i�7 J f,�G,iG Land Use L90" —f1f1— �r$45a/Slopcs Srufnce Stones_ 4/�A/e i Well WDisln m 0Ic) ll(:r1)0 yy AlelIl PossibleWdAren ll Drinking Wnler l/LrVSr � /f 44d , 41?-X#OV*S Or—X- Cd e-U.3 it I , Drainnge Wny it 1'loperty Line 'Y Il Other h SKI!TCl l: (Slrcel nnnne,dimensions of lot,cx1cI locallolls of lest holes R pCrc tests,Iocaic wetlands in proximily I h es) Sl ✓J 4- 4n17 •y3 � ` - � � P s✓�o � s9,9' J Ok AA � s CSC �157'V L ZvI� SAS ` 4AL 1tJ� �rL /NL �07 QEV-SD.OvAsSd�,�+F�D4T✓�n ov TZr / tam¢ Q3��� Parent malerinl(geologic)C2. F✓El 1g,vl2 Depth to Iledrock wTufT� a r / G 0 4�P✓v� 3 7 J Dcplln to(iroundwnlcr. Standing\Voter in Hole: 1p —6 / Weeping from I'll face i HSIinlalcd Seasonal I ligh Groundwater ww Fo2 /JE -o¢•4 DE111ZMI ATION FOR Si ASONAL IIIGtI AVATER..-TABLE; Method llsed: 4��7Z �£3d1, 9zWO 4r /il'�i SS rd Z# I)cplh Observed standing in obs.hole: �p.'* in. Depth to soil mollies: Depth to weeping from side of obs.hole: (p in. Grounrhvnlcr Adjustmcnl Index Wel ItradlnR Dnle: 41,Aw424�* ��a /�/fl( 00� Index\Nell Icvcl Zj�.(� Adj.factor !?-�-Adj.GrounJwnler Level I'CI,tCO1:A'1'ION'I'CS'1' ii i W Time_ ry t Observation tole II / Time of 9" _ Depth of fern•. Time nt 6" Slnrll're-soak Tinle a Tinnc(9"-G") laid Pre-soak tt (laic Min./Inch L 4AhO r'AlU f4 Site Soil/ability Asscssmcol: Site Passed �✓ Site hailed: Addilional Testing Necdcd(Y/N) / S S P. A*? c�11/p DU Origino: Public I Icnllh Division Obset' "mon I tole Dain To Ile Completed on IlnClc Copy: Appliennl j ¢a O cp , t I)I;ET OBSI,IWATION HOLE- LOG 11olc 11 Deplll liool Soil l lorizon Soil Te*xlorc Soil Color soil Other .Sorlirce(i)) ((ISI)A) Molding (Siruchnc,Stones,nouldcres. -- — r D' �� -- llj CII�Y��9�ih�t ) 22 2 -_�� S,/�l to � 4- - - - - - - �- S "� DEEP OBSERVATION IIOLI, LOG Hole 11 Dcplh firm Soil Ilolizoil Soil Texture Soil Color Soil OIhcr Glrfoce(in.) 0ISDA) (Alunscll) Nlul(liog (Slnlclnrc,Slimes, Ilouldcres. -- — — o ski Icncv.:o Orflvcl) DENW OBSERVATION 1101.:L LOG llole 1l Dcplll lionl Soil I lot izoll soil Texlllrc Soil Color soil OIhcr Surfocc(in.) (USDA) (Mansell) hlnllling (Slnlclulc,Sloncs,Iluuldcics, -- — .uj�lglcttcy`�(ir7v�l) lll�I!;I' OB814AVATION IIOI-,L LOG Depth I'lom Soil I lorizon Soil Texture Soil Color Soil Surface(ill.) (IISDA). (Munscll) Willing (Shuclurc,Sloncs,Ilrnddcres. -- -- - - S,�llltl�LJl�Y.1Q�11ilYc1) hI(�o(o(I�nsurslitcc 12,��e h1gh Aliovc 5(10),car Ilood Irolindary No__ Yes Z�Ud U/ AC .. 1Vilhin 500 year buurul:irY No_ Yes 1Uilllin 100 year flood boundary No— Yes—_ 6" I 1)c )th of N>_lltli•slll ,_ > I_ ccuri i))� I ct�vioils_[_llti(erisi) 2 Does al lead four feel of naturally occurring pervic us nrl(crial exist in ;ell areas obscrvcd Ihro�c� G _ 6 arcs proposed lb" the soil absorption syslem'? — ----- 7 r �l f 2 i 02 6u7— O� C �P"4d�2Fa ��A o I f no(, what is the depth of naturally occurring perviou r s inaleial7 f �cs_l��(ic)It I certify Illm on 4v—r/ 9J (da(e) I have passed the soil evalua(or examination.,Ip proved h y the Department of I;nvnonmcnla ' I ). I I I rolcclinn sold Ihal IIIr_ above anal 'sis w as ,crfollncd h l y me conslslull wills ' (lie requ�.r. d Iinin per c and expel' lice I ed in 310 CM I( 15.017. Signatcl — — --r — — --- -- Dale—3�27_pe� TOWN OF BARNSTABLE LOCATION 1019 n7c /,, .fI SEWAGE # �/"' ,0 e . VILLAGE jl,&f-n,5/G Al cam' ASSESSOR'S MAP & LO +03 INSTALLER'S NAME & PHONE NO. // �G�U����d�'S�'►���C SEPTIC TANK CAPACITY J O6,0cZ- i. LEACHING FACILITY:(type) Ylr,�,>t,11 1&,_ -c r (size) C 3) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER -B:U4tqWR OR OWNER .�.� DATE PERMIT ISSUED: 7 DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No e ,r �` .. '7?�h Sa,�.iy�r,^'ma's a "'t„^'' No... :..�� ... Yu.......�....20..00 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF -HEALTH ------- -"-Town ................OF......Barnstable App-Hration for Dispasa1 Works Tonstrurtion ramit Application is hereby made for-a Permit to Construct ( ) or RepairX(XX) an Individual Sewage Disposal System at: 4019 Main Street Cummaquid ................-........_...................................................................... ....................._..............-•----•••---..................._•---••..................-•-... Charles -`S S9poonerreSS °r Lot x°' ......................_.......................................................................... .................................................................................................. W J.P.Macomber J Rwner Address ---•...............................................•---•--•--......._.................._._........ --•--...•••------------....---•--•---•-................--•-.......---•------------•-........--_... Installer Address Type of Building Size'Lot......:.....................Sq. feet �-, Dwellings No. of Bedrooms.............3.............................Expansion Attic ( ) Garbage Grinder ( ) �`.4 Other—Type e of Building No. of persons............................ Showers — YP g ---------------------------- P ( ) Cafeteria ( ) dOther fixtures ....--•----•---•----•.....................••--•--•......------•-----------------------------•----•--••-------•-•--•------------•-----................ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid'capacity.._.........gallons Length---------------- Width................ Diameter---------------- Depth................ x Disposal Trench—No. .................... Width........._.......... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date----------------------------------...... ..a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------- fX4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ---••---••----------------------•-...._......--•••--••-=...................... :---------------------------------------------------......................... O Description of Soil----•............................................•----...--------- w x Sand-.&..Grave 1..................... v W ---•---------------------------------------•---••--------------------••---------------•-----•--•-•------•---. . ----------•-. U Nature of Repairs or Alterations—Answer when ,pplicable.____�_." U��Zs�-eta •- �� t ,. -------•-------------------- --gallon...tank,_3...ems.---.A6 .-.7,114 � .�. .,3a ? Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITL1� 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued e b r�;,ea h. 11/17/89 Signed. ...1---- . •----•• •---................... ................................ Date Application Approved By-----. -------------------------------------- -•------ .............. Date Application Disapproved for the following reasons---------------•-------------------------------------------------------------------------------------------.---•- ...-------•------•.......................•------------------------------...------•---....--••-----........__....--•----------------------•------------------------------------------------------.....•--- _ CC�� �-77 Date PermitNo.--- -f••-'-----7,n.`-------------------- Issued....................................................... Date No. fJ ,..70�- . FEB...........`................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town Barnstable \ ...........................................O F..................................... Appliraa#ivai for Dispas al Varkii Cnutiitrurffoai thrmit Application is hereby made for a Permit to Construct ( ) or Repaik','(.X ) an Individual Sewage Disposal System at: 4019 Main Street Cummaau�Ld ..•---•-•................................•--•-..............-----................--•---•=------•-- --........•--•-•--..............:-----......__.......-•----••---•-••••-...............---.....•--- S ,�,pooner .. dress or Lot No. Charles ....----•--•----....•.. ............••-•---............-------------------•••--•-•-••••......... ..........--...................................................................................... Owner Address w J.P.P..acomber JR. --------------------•--••--•--•--•--••-•----••-----•---•-•-------•-......---------•..._--•--•..... -•---•--------•-.....-----...-•----•-•---•----•---........•-•-....._-----•---------•-...........•. Installer Address Type of Building Size Lot............................Sq. feet r Dwellings•=No. of Bedrooms.......... ...............................Expansion Attic ( ) Garbage Grinder ( ) Other a —Type of Building -----•---------------------- No. of persons............................ Showers Cafeteria Otherfixtures .----...-•......................••-•••••........P--•--•-•--•-••-•-•••-•---•--•------ ---------•-••-----••- ( ) ---•)•------ w Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid*capacity............gallons Length................ Width----_--_-_--_- Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f1 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 •-----•-----•----------•-----•••-•-----•--•-•-•--•••-•-••--••--••-•......................................................................................... 0 Description of Soil...................................................................................................................................................................... W •-•-•--•--•--•--••.......----•-------------=•C ...c.--cc---C:r�.;...1----------•-----------------------•----------------•------------------•-•-•----•-••-•--•-- U W --•••-•----•------------------•------------•----•-------•--........-•••••-•-•--------•-•-•-•-•--•-• --- •--------- --- ................................... U Nature of Repairs or Alterations—Answer when,applicable fi a Y`2.f ------------ ... �:_�✓..... CJ�n S .7 .ac r jt.,n +'j' �;'-z r€u�%� ... ••• ..... ......... ...........•----••-- •........ Agreement: The undersigned agrees to install the aforedeseribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 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. '� 11/1 D/ ?' _. . - -----ate -------- Application Approved By...------ - -• + ................... �� ; 7 Application Disapproved for the following reasons---------------------------------------------------------------•-------------------------- ...................... .................•-••------.... -----••••--•-------••--•-----•------......•---------------•••---•--•••••---•--------••-•-----•----•--••• -------------------------------------------------------•---•--- Date Permit No..... _ Issued--•------•-------------------------------- Date THE COMMONWEALTH OF MASSACHUSETTS W BOARD OF HEALTH T..o.'.rn....................OF%1!2'.rn,S a) f ................................................... ClErrfgfirtttr of (�i Utplftttirr THIS.IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired((,X) r P. , aco-v er jr. by... .°...................................•---...........---•--•--•---•----------------•-----------------....-----......--------------•---•-----------•---•--••--•--------••••-•••---••••-------•. at............................!�aj n Street Cummaciui.d Installer -•.....................................................................•--•-----•-•-----•--•-•-••-•---•-•--•••......•-•-----•........................................... has been installed in accordance with the provisions of TII'T u 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit _. dated......._.___._...._.._....................... THE ISSUANCE OF THIS CERTIFICATE SHALL OT B CO STRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.............. ..... .......T.......,.......... ..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .r �'Oi`sri OF. arn.Stet,b...�.......................................... , ...:...:.........r.......... 7-� No . .�.. FEE. �:; . -796 ..................... �i��o�at� urk� �oti��rioat rrm�# Permission is hereby granted------.....• ','-"-;: rr�pr_31 ° --------------------•--••---------...................... to Confstruct ( ) or Repair.! X an Individual Sewage Disposal System at No ��`, L, lE.i. ,t..., .. . 1,rF <,,v •�,: ..L .. ..---•- --.--•••---------•--••-••-•-----•-•-----------•--••...----•---------••---------•-••-•--•--=•--••-- Street as shown on the application for Disposal Works Construction Permit No.8.?.-,.7() Dated.......................................... ............................b DATE......-......................................................................... of Health FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS - R'' I GENERAL NOTES SHEET 1 OF 2 TOP OF FOUNDATION: EL. = 100.0 ± PROVIDE RISER TO WITHIN 6" OF PROVIDE ZABEL FILTER MODEL A100 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINAL GRADE AT INLET AND OUTLET. METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE EL. 101.97t \4' A/ 4/ \ � A/ '4' � � � 4' ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF THE BARNSTABLE _ _.. _- BOARD OF HEALTH ;'• .:- - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ 9" MIN. z - - 6 LOAM- - - I I=1 I�I I - -I =1 11=1 -I I I�I I=1 I I -I -Ill 111-1LI- LI I- - - I- - -III-III-III- _ -___ _ ____. _. _ _ _ _ _ lllL _ ll� - - �- - - - _ .. _ .BA KFfLL -.- _ - _C _'..- _. _ _. _ _ , 36 MAX. _ _.. _.. _ .._ _._ -- - - BACKFILL - --- _ . _ _ . _ _ _. _... _ _._ _ _.__ ._____ -. _ ___ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE AR MIN. _ _. _ CLEAN BACKFILL 1=96.92 '- -_.._N_-- _ - -_- _ _. _-. _ _ 3» �N201.11 OF HEALTH AND THE DESIGN ENGINEER. BASEMEN _ _ _ _ , , I ( I - v _ t� «- .. ',✓,.-, ;'r F, 3- I � ,.,� .-,_ .>,-.,..,. 6 : �-r ,. Y. 55 v�v _,. ..,.._ L:. ...{, .,. .....Y... ... .� ... 3 4 1 1 2 DOUBLE W HED STONE ,: �' . _ _, ., ,_ .-.r„_ _ �..,� .�. -�_ ,d _ _ ,__, / / rt... ,,, 3. USE 4 IN. SCH. 40 PVC PIPING WITH WATERTIGHT JOINTS OTHERWISE L 9s.03_ � N . � {> JO S UNLESS 0 ERW SE . Y .. ,.., .. .. .? ,- ,r. .-._ .„,,.--. ,. �- ,,. �� ....., _ -. .?r�=,_ r, -t�A _ar. L_ 5,7.. �1,•.. EL. 100.03 _ .. .,.,�_. _ ... , .-„, x-,, ,_.,.. _,�: ,r,`s` ra .�: ;`�x�f`'�:C. _rX r:.r�� ,-+ r,•" _ .__ 6 3 - 1 - - - NOTED ON PLAN 3 9 � -- � I- I_) -III- '-I I I-� I I-III-� -r I Y� 1=97.83't I I - 10" I I- 4. THIS ON-SITE WASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR USE WITH + 14 • €5i-iG1N EL 9fi.03 i; ♦. E�I`fGVY EL 96.03' � 4' 4� 2. - A GARBAGE DISPOSAL. ALARM ON - EL. 94.65 -w I-96.90' -; # tS 65' I 33' 4' MIN. 20 48' PUMP ON - EL. 94.75 '•" ( --- MINIMUM PUMP OFF - EL, 93.65 _' - I - F -UNDISTURBED EARTH OR 5. ELEVATIONS AND EXISTING CONDITIONS ON THIS PLAN ARE BASED ON FIELD 3" DROP INLET TEE ! _-, 1 1/4' SCH. 40 PVC COMPACTED BACKFILL SURVEY AND PLAN BY YANKEE SURVEY, MARSTON MILLS, MA DATED JANUARY 29, -I i - - f _ 2001 .� DISTRIBUTION LATERAL SET PUMP ON 12 INCH CONCRETE BLOCK R SLOP TO BACK DRAIN UNDISTURBED EARTH 0 r COMPACTED BACKFILL --w-H t. S" ?.:;: u,.*z, r ' " �' -` �` �" TYPICAL DISTRIBUTION LINE PROFILE _ESTIMATED SEASONAL HIGH WATER EL. 96.03 6. CALL "DIGSAFE AT LEAST 72 HOURS PRIOR TO COMMENCINGCONSTRUCTION -- I ( ;., .} �r ,.s CRUSHED STONE _-`_" ( _�,. � ,: „ ,.;.. „»,. .... , , . , ., _: ..s?;�•..�u ,....-4,_,. ,_.,,a.. _ , r< (OBSERVED IN MONITORING _ - ( BSE ED MON ORNG WELL, SEE BELOW) TYPICAL FIELD SECTION - � !-� { ! i„_! ! !ems! +cRusHED lsroNE l 1-�# ! f ,� -�� -� �_ __� _ -( � -� I-� �� AT 1 -888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES NECESSARY TO € ! i i FIELD VERIFY LOCATION OF EXISTING UTILITIES. �� I ISTURBED EARTH OR COMPACTED BACKFILL � � j �-� I- I i � B TYPICAL DISTRIBUTION LINE PROFILE A FIELD SECTION ii' LEACHING FIELD DETAILS 1500 GALLON SEPTIC TANK PROFILE - H-10 1000 GALLON PUMP CHAMBER PROFILE - H-10 7 PROVIDE WATERTIGHT SEALS BY USE of NON-SHRINK GROUT AT ALL POINTS NOT-TO-SCALE WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. NOT-TO-SCALE NOT-To-SCALE PROPOSED 1500 GALLON CONCRETE SEPTIC TANK PROPOSED 1000 GALLON CONCRETE PUMP CHAMBER 8. REFER TO SITE PLAN KEY NOTES FOR LOADING CAPACITIES OF INDIVIDUAL SEPTIC LENGTH: 10'-6" WIDTH: 5'-8" DEPTH: 5'-7" LENGTH: 8'-6" WIDTH: 4'- 10" DEPTH: 5'-7'> SYSTEM COMPONENTS. MODEL # 1500 H- 10 BY ACME PRECAST OR EQUAL MODEL # 1000 H-10 BY ACME PRECAST OR EQUAL 9. ALL STONE TO BE DOUBLE WASHED AND FREE OF DIRT, DUST AND FINES. - 10. THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPANCIES FOUND IN • � ' s `- °+,- Mm �-� , � SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE DESIGN ENGINEER. TEST PIT DATA w...__._ MONITORING WELL DATA --_- __-_, _........... .. _-__ -- --- ---_ --_ 11. CHANGES TO EFFLUENT FLOW, GRADING OR LANDSCAPING EITHER ON-SITE OR INSPECTOR :DONNA MIORANDI \;, �, ,I, ,� 1- 41 ,I, ADJACENT TO THE SITE OR FAILING TO PROPERLY INSPECT OR PUMP THE SEPTIC - - - - - -SOIL EVALUATOR ED STONE - - - - - - - _----� � - - - - - - TANK MAY EFFECT THE PROPER FUNCTIONING THE HI- E EC E OF E LEAC NG SYSTEM. + �* ** • _ DATE �22 Mar-00 " PT *� TEST PIT NO 1 " %� a * -°� ' J - 12, THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK EVERY 2 YEARS. N84"52'00 �' a . �, w `" + GRADE @TEST PIT-; 7 ,...._... . _. .._-. WAY 65. 32 �� « ' * `r *, OBSERVED G.W- 92.7 HIGH 1 µ` , , . . ` ' *• .. I 1; �' PERC RATE: <2 M N. IN. 13 THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION NECESSARY TO - STA ���� Ie + call �a RI :,.rI _. _.- _._.. ._ LAYOUT A CONSTRUCT TH ROUTE 6A A V E E N T ---- -- i ►• tr - -� . DEPTH of PERC. 156 AND CONS RUC E PROPOSED SEWAGE DISPOSAL SYSTEM REPRESENTED R�U �0 WIDE' ) E' 0 F' �' 163 36 MHB MHB �� INSTALLED BY JH ON IT AND SHOULD NOT BE USED FOR ANY OTHER PURPOSES. E D 36.12 �i W s ,� �' " - _. /" , ..,TEXTURAL CLASS. I _. ..,. _,. DATE: 1' 1 _- _ '--- -- 004,20"E 00 FND. FND. E 3l 9/0 --- - --y= D4 N84 i14. tiYo -- _ a 3.24Ip0 ti �� 0.0 98 7 � 186.80 I I _ LOAMY SAND loxf �, •-" � � 10 YR 4/2 97.9 CID 00,\ O .. r 99 � � � ~ , �� � � -.,�� �- � RESOURCE PROTECTION NOTES LOAMY SANDFIELD MEASURED GROUNDWATER ELEVATIONS 10YR516 M A.M. 335/31 - tL) 96.9 1 1. ASSESSORS MAP#: 335 PARCEL: 031 - TOTAL AREA = 1j 3/29/01 EL. 96.03 OWNER OF RECORD: LESLIE AND VALERIE HEMMILA 194±SQ.FT- 9 w srLTY LOAM ADDRESS: 4019 ROUTE 6A, CUMMAQUID MA LOCUS PLAN ZONE: RESIDENTIAL - RF-2 BENCHMARK DE SCALE: 1°'= 1000' 6.O 10 YR 6/4 92,7 3119101 EL. 95.44 2. TOP OF FOUNDATION - 2 STANDING 4116101 EL. 95.27 MINIMUM YARD SETBACKS: -" 3121101 EL. 95.35 FRONT: 30' EL.=10a O'(ASSIIMED) 4 � _ PERc TEST <2 MINAN. SIDE: 15' ASPHALT 100' _ ____ __._. . _ PEAR: 15' FINE SAND �1 DRIVE 10 YR 7/1 9.0 89.7 c 3 ... 3 AREA OF MINIMAL FLOODING) AS f ;° � N SHOWN CON F.I.R.M. MAP I250001 0001D DATED REVISED 2 JUL. 1992. �a v � - -_ O 4 WITHIN 40 COARSE WFI SAND NO TUBULAR PUBLIC WELLS WITHIN 250 R GRAVEL PACKED WELLS W THERE ARE NO SURFACE WATER SUPPLY 0 0' 10 YR 6/6 7P 13.0 C 3 85 7 5/2/01 EL. 93.48 DEEP SOIL OBSEV,4TEk [ HOLE 5/21/01 5 R OR WELLHEAD PROTECTION I EL 93 40 • SITE IS NOT LOCATED IN A GROUNDWATER E D PRO EC ON OVERLAY C� - 5125101 EL. 93.40 DISTRICT. ( 1 f s s�. �� ; g ' wF2 �1t� PROPERTY LINE --.._ DESIGN DATA x fl r 1 x36.2 SPOT ELEVATION INSPECTION NOTE FLOW FOR 3 BEDROOM MOUSE 36 EXISTING CONTOUR II. _ _..._ . ,_ ....__.. ___. 1 T pp' q FINAL CONSTRUCTION INSPECTION OF ALL SYSTEM COMPONENTS INCLUDING O USE: SINGLE FAMILY INVERT ELEVATIONS ARE TO BE CONDUCTED BY THE DESIGN ENGINEER AND THE PROPOSED CONTOUR ._ 8 PIPE ' NUMBER OF BEDROOMS „.3 # BOARD OF HEALTH OR THEIR REPRESENTATIVE PRIOR TO BACKFILLING SYSTEM. o W _ __.-_,._..._.. �c F3 81 ' TO WETLAND EDGE� � DESIGN FLOW-� 110 GPLYBEDROOM VARIANCES j -_ TOTAL DAILY FLOW 330 GPD 4 I 0 I _.. ........ ...... . GARBAGE DISPOSAL NO LOCAL BOH VAR( I� �2 REGULATION REQUIRED PROPOSED ^ 98 WF4 SEPTIC TANK -- -..- .,,. -- ., ,,,,,, _-......I BARNSTABLEBOARDOFHEALTHON-SITE SE WAGE 5 4 :*<, „ ;.,, �* I,Ay DISPOSAL CONSTRUCTION SECTION 1.15-SEPARATION 200% OF TOTAL DAILY FLOW - TO GROUNDWATER PROPOSED 1500 GALLON- SEPTIC TANK (H-10 2X 330 GPD- 6601MIN. � TITLE 5 -LOCAL UPGRADE PROVISIONS `• LISE 1,500 GALLON SEPTIC TAAkb4 LLkNT PUMP CHAMBER(STEIN REGULATION RE UIRED PR PROPOSED 10 ;,A :, MP H; M R H-1 Q OPOS D LLB �'U C A BE 0) SOIL ABSORPTION SYSTEM PROPOSED 20 X 33 ,LEACHING FIELD 01.5 *5 t� LEACHING SYSTEM USED FIELD MASS. DEP VARIANCES 100' rj __ _....... . ... ..w._ .._., .,_ DESIGN PERCOLATION RATE.,. <2`MINJIN. 100 - - " 4 PROPOSED VERSA LOK RETAINING WALL SYSTEM _ _- ._._.. .._.- . _ .._ .... _. .. REGULATION REQUIRED PROPOSED ob SOIL CLASS I ---- - -..- - LONG TERM ACCEPTANCE RATE(BARNSTABLE BOH MAX).--, 0.5 GAL S.F, ---- NONE EXISTING SLATE PATIO TO_BE REMOI/EL? , ` s TOTAL AREA REQUIRED-LOCAL CODE:' 660S-F. ti _ _ 1 00 - 'i-' ,� t TOTAL AREA REQUIRED TITLE 5 660 S.F 6 �c. t. GROUNDWATER MONITafi'I1V4", WELL.. . 3 JH G 8117/01 PC A UPDATES I RELOCATE 8 P C PIPE _. ,.......w. ........... ... . . .._ _ SAS U D ES #� HA: ;% ETAIL ;TOTAL AREAF140POSED: 2 8/14/01 JH PC SAS UPDATES L � _ AS SHOWN 7 , _. _ EI I. . .... 00 S fi T RM V O �"At .. �l GALL.CIIV ,E'P A1+IF� OBE E 0 ED OR, TOTAL _ .. ..- _ ... ... . ... .... .. _ _ _ 1 8/13/01 J H PC AUPDATES SAS sue, _ . _,. ._.... - _. . ....._ ALAIDfP IN PLACE IN ACCORDANCE WITH 310 CMR __ .. �P i C" - - - - - SILTATION F F NCF AREA:21L x 32W. 672 S-F. b 15x.�,' 4. . .._ ___.._. ...__. .,........,_,........_. _..,..._..,...__._.,. -. ._.., ,. ...-_. _ REV- DATEBY APP'D. �-�' TOTAL ALLOWABLE FLOW 336 GPD DESCRIPTION cp �, FENCE CONSTR�)CTJO rn , 0 _. sir _ _ HSE EXISTING LEACHING FIELD TO BE ABANONED IN PLACE SHED USE1-21'Lx32'WLEACH�NGFIELo ___--- _ _. PROPOSED SEPTIC SYSTEM UPGRADE EXISTING 8" PVC PIPE TO BE RELOCATED` AS SHOWN ON LOCATED AT: CID PLAN. } CB �` ti ��� _ -- ! � k,='r SCHEDULE OF ELEVATIONS 4019 ROUTE 6A vWFL4 1 ` ' ND. I _.._ M - -� , 1 11 I I I, jli,l PROVIDE HAS �AiLE AND SILT FENCE AT THE LIMIT O� EC��V CUMMAQUID, MA r ti 355/30 WORK AS DE3"AiLED. \ i'. D C. PLAN 42798 A P M f> tfJE; OR OTHER EXISTING PROPOSED AS-BUIL t G Z 0 2001 PREPARED FOR: VWFL3 rtf _ PROVIDE 45 MIL RUBBER aOOFINC ' cS SUITABLE IMPERV 0 S MEMMA,_ ,��OEC? 8Y THE `9�- . ' CTF.• 13 45 TOP OF FOUNDATION 10.0o N o�gp E{ ;,r,a�LIE MR. & M RS L ES L(E H E M M(LA DESIGN ENGINEER FROM EL. TCT 1 1 TO EL. 96.1 1 INVERT AT FOUNDATION 97.83 HEALTr-I DEP F I N F REILLY WI AM A. AROUND' THE SYSTEM AS SHOWN ON PLAN. CB / SEPTIC TANK-INLET 97A 7 SCALE: 1 " = 20' DATE: 17 JULY 2001 FND. & MIRI M SEPTIC TANK-OUTLET 96.92 0 10 20 40 80 FEET 12 REMOVE ALL M($UITABLE MATERIAL IN THE AREA OF THEVWFL2 PUMP CHAMBER-INLET 96.90 AlbA.M 335/60 5�9 �� CB ED SO ABSORPTION SYSTEM INCLUDING AN AREA PUMP CHAMBER-OUTLET 96.65 PLAN 263,�50 N79� FIVD. F . FT -III t LL '[IIRECTIQI,!�tS FRAM THE PROPOSED ALARM ON 94.65 Ssq PREPARED BY: H O F h,q 414 L€ACHING Ft3QTPRINT, flIMElvSIONs, AMID TO A DEPTH TO r, PUMP ON 94.15 PAUL � ° Horsley & Witten, Inc. LOT 2 � BE: DETE'RIw11NE17 BY' THE DESIGN,`EN01NEER AFTER EDWARD �,a PUMP OFF 93.65 VWFLl ��.•A CONDUCTING A TITLE 5 SOIL EVALUATION DURING Environmental Services INVERT LEACHING FIELD 100.55 TL SITE CONSTRUCTION. REPLACE UNSUITABLE SOIL WITH CLEAN N 141 2 I Sextant Hill Office Paris D. 596/572 BREAK OUT 101.11 - N/F KELLY, BERNARD R. `�j SCALE: 1"=20' SAND FILL PER 310 CMR 255(3) rJ�ss, NAB I BOTTOM OF SYSTEM 100.03 �.� �.. 90 Route 6A ESTIMATED SEASONAL HIGH Sandwich, MA 02563 SYSTEM VENT (SEE DETAIL ON $HEET 2) " phone: 508.833.6600 GROUNDWATER 96.03 fax: 508.833.3150 Drawn By: JEH Designed By: JEH Checked By: PC JOB No. 998 BOYANCY CALCULATIONS PRESSURE DISTRIBUTION CALCULATIONS SHEET 2 OF 2 ____ .._,._._,__ _.___ .________,.,___.__ :_,__ ,. . _,.,__'',....,._-,1-- . _ ..,__ _. _ ..___. ._.__., _ ,__ ,.__.. .,_._.._...._ .____ , . ..,__._____ ,_. ...,.__._.._,__..,_. __ _____ ___________.__ ..__d .__ _.__....__ ,w..,._._._.._,w. i 1500 GALLON SEPTIC TANK BUOYANCY 1000 GALLON PUMP CHAMBER _,__ _i _.. r.. ,.......... . , .,.__._. .._.........._._.._.....-..:...._.._..,_._.,. _ _.,_.,.,.._. -, " ."-,.._....__.._. _......_...__.._,.._.. _..._... ..n,.._.,__...__.._,..,._w...__ .._ ...._._ .__,._..... »_.__._..____ _ ._..____.-._....___ .__, ._..____.__ _.....__.-.._; w,� TANK VOLUME CU. FT = 229 ; HOISTING CABLE 7 x 19 STAINLESS STEEL VOLUME CU. FT. _ ; 336 ,.___., I-.,_,._ ..,..___:_................... . ..._ ..,, .. __.,._ __.., .___._. ,._,_ _.__..,..,,._-...... .. TANK , _ __._ _ __....._................. ... ...... ... ...... __ ..._._ _ TOTAL EQUIVALENT WEIGHT OF WATER, LB. _ 7145 _ 8" DtA 60 LB STRENGTH TOTAL EQUIVALENT WEI GHT OF WATER LB. = i 20 967 , ,..•. ......... ..:.:..:............. _,..,..,.._-,... .._ ._, __... ._:.:...,..,.._,-,_......,.._,_,...,.. ,_ _._.,.:,._,,.. ._,.... . ..-..w: PERFORATIONS i l/ / 1,7 S ENG _._...,.,,.._ _.,._.,_ ....,. __,._ ._. o _v_.,,..,. _.,. ..._.__,,. . , ._._... .... ._.,_.,._ ..._,.,_.._..__,._.._...____,.,.. __,,,.._ i._,..,..,__._. _....,_..._.._,..,.. ....,__......:....:...._...,._-I-,_.._,. -_____...,., , ..,._ ., _ _ r o PERCENT SUBMERGED 50% _.,...,...... _.._._ _.__. __,,..._....._. . _,_,,.,._...____,,, : PERCE NT SUBMERGED = 50% ................... ........... ._,_......._......__,-..._.,._..:_._:_.__.,..._,...._..-.. ........_._,...,_....,._.__,,.__,...._..,,._.,,_..._.__ ,,_...,:. _,,,.,; = ,,,-.,._,.„,_..,,..,.. _.,...., _,_.. . _,,,_,: _ ..,._: _.,,_,._,.m,_,..,.�, _,._m n,.._., BUOYANCY FORCE OF SUBMERGED PORTION OF TANK, LB. 3573 w..._.. , 2 BALL VALVE w UNIONS SCH. 80 PVC PORTION OF TANK LB. = = 10 484 ;.-.,....,....__._._.,,...__. __.._....,.... _.__.,,.,.... _. _._,._ ............. ........ . . _._.. __.-. _ __; PERFORATION DIAMETER, Dp - 0 25;IN. J_1 BUOYANCY FORCE OF SUBMERGED , 11-1-11-11-11-11111-p. .__,.. .. 7 i „",,._ ..... ......_ H R 0. MODEL N0. 560 OR EQUAL ;..__. .._._._._,.._.___._ ..,_._ ._..._.._ .. ..._._-_-. ..___._._...r_ .__._ --._ . ._,,.,_,.,_._._ _._ ,,w._ DISTAL 1N-LINE PRESSURE Hd = , 4 FT. 2.5 FT. MIN. f __, __ _ .__.___ ___. __` EXISTING BALLAST _�_,-...__._---. _,__--,�-----,-.--.,..,�.._- -.-.,-- �.._u.---. .__,---. ,__.r_�._,_W.__..�., .__-�_,__.__ ;ww. .__ w.. ..___..w.{ ....._.a_.r-..._._ _�..__._1 _,_,__.rw..._,__,_; ;_-..__, �__._. ,_,___.__ ._____ _.__.____ .._.___ _--__._ ,.._.___ __-_____-_____1__.___ , ;EXISTING BALL AST _..._..__..,.. _....-.___-_ .__ ...__ .--.____._ ....._ ..._.............._...,-_._ .__. ..._ .__ ._.___.._ ..,-._. NUMBER OF PERFORATIONS/LATERAL, N = 3 75 4 » u..._ __- .._.... ............ ..__ _, _,.u..._ .A._..u..._ ._,.... ........,. ,._ ..r,.,.._,._ .,._,.,.. ... .,, .v.__ .A.._.. . _...,.,. __ 2 SC 0 FORCEMAIN ..__,_.,.._....__.._.,•_. .. _.___ "T PERFORATION SPACING, S = 4 FT 9 SOIL COVER VOLUME, CU. FT. _ 45 SOIL COVER VOLUME, CU FT - 41 _."___...__._._._._. -._.____,.:____.v... ,___._._, .__.._._ ..�_._.__m___..____.__-,_,,.___.__-,_..__._.___W..____.__ __.___. __,.._., .___.._.__ _...:_.___ _..____. __._.-___. _,_____ 3" „ WEIGHT OF SOIL COVER LB. = 4725 WEIGHT OF SOIL COVER, LB. = 4305 � 2 SCH. 40 TEE w/ CLEAN-OUT CAP _...__a ... ... . ....... ..... . ._._.._ ..._ . ._ ..._ _._._,___ . ._,._ .,._.,,,.. .. ;_ __....._._...,_.,_.... , ._..._ .,__...... _ ____ __ _ .. .,_,_..... { LATERALS 1'-7 1 2" ,,.. _.,,.,._,._ ._ , .,,_ _..,.., ,..._ _., ..._ _..,.,,._. ,,.,.....,__ . .,... ..._._...,..__...._._...... _ _..,.,...._ _ ,,,,._. __.,_,__ ., ,_.__ _. . _. _.<. __ ._ _,..__ . w ._ ___..w__,,..,v ._ ..:.... . ........ _ M,..,.._ .--.----I,-. ..._.,._, .__ _ . ... , H-10 .1 12000 iTANK WHGHTS, LB- _.._...__.. i 1 4" WEEP HOLE IN DISCHARGE 1_, -__ w,,..__..._.._,___.. ___.. _ _w......... ...._-. _. ,, SC GE PPE _.. ....... ...._ ._.,.,,. .,__.. _.,,. , _.._._ ...._.. ....._.. _ ^ _ ., _.._.. .,__.- _.,.,,. __ ,,__.._,, ..,__ ,. __.._., wWr , _... .m _,v,w,,.. m.v. ,<., _.v.w,.. w,.m w..._t_. . . _. _.,.. ,,_. ._ { LATERAL SPACING, Ls = 4 FT. _..._.,.,_..v....._.,..,_...M,..._. - ._....,.,.. _....._ .._ __._,...._ .._,.,..._ .., .._ _.......... . ........._._. t . __.,_.,.._..._ _.._,.,._._ .__,...,. _ __,-.. ___I _ ..__,..,,-_ ._, _.__. __...,.___._,..,._ .._........,,.._ ._.._,..,,;._ .._. ._._ _..__, ... .._. _.. . ___ 1.,_., ,.._ H 10 8000 ..._,_...._._. _,_._...__„ ...... .................. ....... . _._... - . . ...__ _,_... .., _-...._.. _ . r LARM ON - EL. 94.65 " TOTAL BALLAST ANK + SOIL LB. ;,_. _ ,,,p._...,. ...,v_.. _.-.__._. .._ _.... _.__.....,. ...,__.,,_,_ ._--_..... _.__.__, _._.__...., LATERAL DIAMETER, Ld : 1 25 /N s 2 BALL CHECK VALVE SCH. 80 PVC _... ..,..__.. ._.... .......... ._._ ._.,,... .. ._... . ._ :.,.... ,, _.. .. .._.. LENGTH OF LATERALS, L . _ 1S FT s— 100 P.S.I. FLOWMATIC MODEL No. 208S OR EQUAL 1 PUMP ON EL. 94.15 .._s � ..... u.._ ....i_,_.._, ..._ . .. y,.._..... .. .: 6 t _,_. , _„°,�_,_ u_., .,-., ,,.._,.,.._.,.,,.,.b_,. _..,. ._-_. ,....--, M,n.. . _,.. .. TOTAL BALLAST(TANK+ SOIL), LB.., - __. - H-10 = 16725 ;.-..__..._..._..,.__.._._..._..,. _..,...,_.. HAZEN-WILLIAMS COEFFICIENT, Ch = 150 " __ _. .._.._._, .__. r . _.I _. __.._..-._,_.__.. _._.._._._...._,.._._ __...._...._,..__........_,..__.. .. __. _-_. _v ... , ,- ...._. ... H-10 = : 12305 NUMBER OF LATERALS, Ln , 10. 2 SCH. 40 PVC DISCHARGE PIPE i ;BALLAST REQUIRED OTAL BALLAST- BUOYANCY FORCE) ;_.. _., .,,. _»._..,,_ .:_,_._., ._.,_._,,. _ .._....... .___ . . _...r..._._.».,_.,,_. � al.�� _,,.. _,, u,,..,.__. ...._ ,___._. _._.. . u:..., __.,_m,. -- -.,..-. _-.,.. __,,_.,___,___,,.__._ ._. _.._, ., ,__,_.__.._._._.,_, _.__.___._;.,_.____. ,FORCE MAIN AND MANIFOLD GRUNDFOS MODEL SE40 4 10 HP 1 15 VOLT, ;BALLAST REQUIRED(TOTAL BALLAST-BUOYANCY FORCE) _.._ / �......:....... ....: ,..,.,,........ ..,... .,..,.,..,... ..__.-..,...,.__... .....,.,,...._,..,........___,.....,.,.. .. _,..,....,,.... .._.,.,,i.,. __._........:_. ,....,.,,_ .._. ..._..._,..,. ._.____..._..,......._..___,.,__ _..,...- _., ....,..,_... ..•..... _.-_..--.___._...... ..,__.. .._......,_... __- ,,.. ....,__... H-10 = = 6242 i% PROVIDE 2 - WIDE ANGLE FLOATS: SINGLE PHASE, 1625 RPM, 2" DISCHARGE ..,_.,..,._ _..,�.,.,,_ _ _.._..... _ ,_.,... _....,".v ;. _ ...--,.-,,- H-10 = 8732 FORCE MAIN DIAMETER, Dfm = I 2 IN. FLOAT N0. 1: PUMP ON OFF €.._. _ .. .,...__ _.,,..,._....,_.,_,._ r EFFLUENT PUMP (I y s r NT _.., _ -- - -"",-_."..",,,,,,,,,,,,,, ,m,,. ,.__. ....,_.., ...,...,. .r,_.,,, .,..,.,,:,... . ...1-."" ,_ ...,w.. w...,_,. ..,_.,, ,_.: .r,,,._,M,,�...,._... -,_.-. .. . ..,....,_,.,-,_.r _,,, :CONCRETE REQUIRED, CU. FT. _.._., .. ._.__".,....,._.. .....,. .., _....__.....,._.., _ . ...._„ .. _# LENGTH OF FORCE MAIN, Lfm = 30.12 fFT. FLOAT N0. 2: ALARM ACTIVATION _,.. ..._.. ...... ..... ._...__,.._ _ -,_,,..._..._. . _..._._., .,.,.. ... . _,..,..._,.,.,._.... .....-_..._........._...-. ,..... .__. ..,.p ..._ .,._ .._ _: SET PUMP ON 12 INCH CONCRETE BLOCK __. ......... ....__.._____.,_.."_,_,....__..,__.,.....__...__.._...__.,.._„_. .__.._.__ _,___ __.___ CONCRETE REQUIRED, CU. FT ' _..._. ,_w...,_. °u°__..,_ ....., _....,_ _..._......._ .._... .._.___ _ ___. ._ ,._.. _.,. MANIFOLDD/AMETER Dm = : 2 /N. _:.,_, ......:. ... . ... ..—1-_:_ �......_...,,-_.,. __.. .,, _..... H-10" N/A MANIFOLD LENGTH, Lm = 16=FT. _ .,. ,.,._..._...:_..-,,,-- --,_: k._,_,., ____ ,--,-,._._....I, _........... .. . __,......,,_._,__-.__ ____»........._._.__...,...._._.,___----- ,_. __..... . .____,-. .... .___ ___x ._,.w_.,.:,_..,_,.... ,._ •,...,_..r,..�..,_.... - ........-",-_--"l---",.:,�...,,._----.,.:�..•,,.._ ,_.._.,�.._,.. ..,. ._r,. ., ._ r H-10 N/A _._.-.__......._..__.......,_..__".. ..__.w_..,...___.,__..._. __,._ _.__w...._ _..._ .,: _...... .. ........._..,_ _.., ....,_t..,._.,...,._..__... __......, _ . _ __._" _._ _,. ._.....W _,., . 5 _.._.... ... .._...._..... . .. ,., USE' 10 1500 GALLON SEPTIC TANK-BALLAST NOT REQUIRED -..- - .-•.-_-.....,_,_... _. ._..., _... ., ,.,.-.... .. ,._ __ :DISCHARGE RATES ? T x r 1500 GALLON PUMP CHAMBER _. _. __,._... ._ - R B LAST NOT RE UIRED-____.......... .... 1000 GALLON PUMP CHAMBE A L ,._..__., -.",.__ __,....._, , _.__._..,,.--", _.__..._,,,,,_ __..__,_:,.. _ _..,,:., _._. ..,,. _ ......_, _._...._._,_-.._ ....:..._.__:..,..._,. _._.,,,..,,,.". _ ..._•", ...._.:._--. _ ----------.__.., _.:_...._. _. _....w.. .......... ...._ . r _..,,_..... ....._.._..- .. . .....w.. _.._..,_..._.-...._ . USE H 10 Q { 11_11 ___._.._.._.__ _. .._,._ -__._.,_.._...._ . .,_.., __.. ..,.._ ._ PERFORATION DISCHARGE RATE, q = 11.79 x (Dp)2 x (Hd)1/2 = 1 48 11GPM ___ .._, ___ .. -__., f...,,. LATERAL DISCHARGE RATE, Ql, q x N = ; 5.55(GPM i I SYSTEM DISCHARGE RATE, Q, QI x Ln 56 GPM M° PUMP CHAMBER CALCULATIONS flosn� cAtu�ATioivs __ ,__. _. ___,._.._...__. ,_...__. ,.,_._._.._,., _,.,_...__.. __.._.�_.. __. i �,.._._.. .,_.. _- _._,._ .._":.. ,. ::,.._,_..._�-..,_.___".,, -.,,___.....__... _.... .__ ... ..._..__. _.,... ,_._.. ___ FINISHED _,_u.�__,. , _...-.�, , ...w... _ .-I'--,. :... .,-,. :•_,.._....,.._,_..._"._.. _ .._.,.,,......_......_. ,..-_.. H._._N __.,_ . _.-_ _._u FLOOR PIPING SYSTEM VOLUME, Vs = , 10 GAL. 1�,. ...........:...... ......,,..,.. ...: ......,.:..., .... .�...__, ..., �..,«.-;.,.... ,w -- .w..-,,....». .-,... ,..„.:,. .. , ...r`,.,..:..,,,n.,.... ,.. .a.,.....:......,..... ...:.... ,.:-..,- ._w,..,,-.,w__-,-, �.,..�z...,-"• ,_._ ,. .,,._--°__.,.:__..,..,,-,..I DOSE VOLUME, (5.0 x Vs) = ; 50 GAL. K..,.A.. .,_ w.,:_.,,, . .. . .._ ... ,,,..W, wN° TOP FOUNDATION PUMP CHAMBERCAPAGITY _.. ....... ... .. ...x..,. ....... . .. ..."_-, PROPOSED GRADE M,,,,.w..,W, ...w.. ,_.... _._..:,._.,..,_._..,......-,._...•......... ........ ,._-..,. -,,,... .,,...M,. •,_.., DOSE VOLUME, 330 GPD/4 DOSES/DAY = 82 5`GAL. , _ - ,_.,.._,._._._,..._.___.. .,_..__,_,_. __ ...,..._, . ._,._._ -._ ......._....w._._.-..,., � _,__._ _._ _....,.,._._.... _ .._ __.__ _.._._ _ __.__._.__�_,_,... HOUSE EL.- 100.00 { EL.= 101.5 EL.= 101.5 i _.... --._..._. ..,-,_........... ...._ ,......._...,._. .....-, ...,..,.....__.. , .... .,_.. .. .,.... ..._ _...._ ... DOSE VOLUME = 83;GAL. E USE 83 i GALLON DOSE VOLUME _,.,,. -_.,--, ,. , _,._ .--,-�.--.._. :._..-. ,- __-,--. ,,u-.._.,,_..-,---____�,,_-.-. _ „_„-...,.<,-"-. , n ...,,:.,_...._,....,..._..; _....,_, : .._-,..__..r ,..._..,_.-,, . ...w,M...,..,_._....., ._,....._._._-,._._...u,,. v.... ..... .... .. _._._. .,_,, ._, :_. . ,--,�,._,.,_, r EMERGENCY STORAGE REQUIRED RED = � 330 GAL. ; ( r _ EXISTING GRADE EL 99 0 i✓ '%', "' f f—Z f% j ;f' _. ., .._,-------..._,.,---.,.,:.i4.,,.__,-.,-..._..T__.-�,.�._..,,.__-.,..�_:.._....:.:, .. ..___.... . _____.,.,.___ v___ __. _.,.,__._.,.....--- ,., ___ . .. ___ , _._,._,.., .__ f f f l i r! ✓ r J s S f r / ! r,HEAD LOSSE f/ r // / ✓- r s ! s / ! r / r � !4 a ' / rr MP VOLUME 250,GAL. _._.. „_ . .. -. __ . __.. _.... ., ...v._.. _. r't / ,.,_w._................�.._._� ",-.. .._.., ,tea'.%' �i f-�' _ r! ,i 'f% '` .r di�,rr./r? � ,_,_. _ a _.,.,:..:. ... _- __, ,_. ..,.,_.__.,w ,.-:_.._,,_,_. ., _..,.,.,_.._ LAR .,;..,,/ r�i/ 'ram' �j/ �, = CEL f..., f. '� f:. / /, EL. 96.03 I BACK-DRAIN VOLUME = 17:GAL t-- _ _._.,__ ",n»•°••- - •^• _ FRICTION LOSS /N FORCE MAIN, fl , 1 74 FT ; STORAGE BETWEEN PUMP-ON & ALARM= 125?GAL. _.,___...._-,u..............,,...... _.__._ p.. . a._.4.._,.. ...,...,.....,,,, w.,_.,....._...._,,_,.... _._ _..,..t_ .. ._.,,...._.,N..,...M..,.._. _,,.._.,_, i -.w..._ w.. CELLAR FLOOR 45 MIL RUBBER ROOFING MEMBRANE OR _,..__..,,._ ..._._ ..._ _..k._ .,..,. FRICTION LOSS IN FITTINGS AND VALVES, fl = 0.51 FT. - ; r ,. _,..--,_..__,__,..,,_.•...__.__..__.•_.,w_,_�..._.,....4_,__,,,_.._.,-,_.__,,,_.,_.._.,.__. ....__._.__ 4_,_._',--,_.w_,__,,._.-."-.,_-,..-_l"._ _..._.._., _r_,, _.:_., _._._..._.._. _.,... EL = 9271 OTHER EQUAL IMPERMEABLE BARRIER 0 ER UAL MPERMEAB E BAR E AS _ .-,_ u,_ ...- v ,..,_ NET_ WORK LOSSES, nl - 5 24"FT APPROVED BY THE DESIGN ENGINEER. INSTALL VOLUME REQUIRED = 805 GAL _.,_._ __._.- ,.. .__ _ ___. ST........ _ _,...__... ___ ..., w....�.,:.._,_.,- ,:-,-*,.__....�:--, _ _.- _..,.,,.., � ,._..._,:"--,...._.,:,,w..,_.,....__u... _.... N THE .,--- <__.,. w .:-__._-».v- .,_-._-,_.. ._.___ .,_,._..._-__.,___..____4._-.-.-..,:._.._-._-...:."....__.-__..__.,_._...____..___..._.-_..._ -�..... .. . ...... _-.-._.__,.._.___.... .__.,___......__.,_..... ....__.._ ` PLAN :USE 1,000 GALLON PUMP CHAMBER TOTAL HEAD 1." FT ____._.. _____._ ._._._... ._____.. ....____ ,.-___._._ . .___ ._...._,____._ .._____._ ._.-_v_.,. .-:____.... ._,_.... ____... .__._ , 1PUMPPARAMETERS SEPTIC SYSTEM MOUND PROFILE .......... .. .._.,_. ,. _. .,.. .,... .,... . ,. .. .... ..... _1., . ....m::._.. ... _.,. _,. ,...._ .-,-" i _..:._._._.__..._.___._..__-:__„m.__ __.._ __..._.__ _v.__.,_,_.__.,.,,. -"".-.�____,_. ",_.__...._.__ _.-__..__.:_:_:.__ _.__..,_. ._._.___.___._._._�; FLOW, Q 56 GPM SCALE. 1" = 10' N ..,. ... u._, w M..............w .. -.,v w.,.._.,.._.,. ,...,.,.....,. ,,U. ....-"- ,.. :_b,__ ;_..__._ -,_-.. ,.-,.V,_.,._.,.._.._ TOTAL DYNAMIC HEAD 15 FT. _.._-,_._-__,.__,_-_-_.._,:__ ,_�__._..... ..____ ._,__.._. . .__,_W,_,__ USE GRUNDFOS MODEL SE40, 4110 HP, 115 VOLT, SINGLE PHASE 1625 RPM s 2" DISCHARGE EFFLUENT PUMP(56 GPM 15 FT TDH) a..____.r__. ,_....,.__, r__, -1i11 III-Ill No 2' TOPSOIL_— PRESSURE DISTRIBUTION NOTES - _ _ . _,_ _._. __ ._._ __ _ __ _T . __ _.. _.. __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._ __ __. _ __ __ _ __ - _. _ _ _ _ _ __ _.___1 _., ..,_ ._ _ __ a _ ____"_,_7_______ _ ._. .__ __ 1/4" PERFORATION AT 5 O'CLOCK POSTION _ - _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ - __ - --- ,__ -- - ,_ _ --- -- _ - -- - .._ _ _ ,� - -- 1 THE MANIFOLD SHALL BE LOCATED AT AN ELEVATION BELOW THE LATERALS i _ _ _ - - - - - ._ _ _ __ .__ _ _ __ __ _. __ _ __ - __. _ _ _ __ - - - - - - - - - - - - - - - - - - -- - - _ - TOP OF FIELD -- - - - - - - � ;AND A MINIMUM OF 4 FT BELOW FINISHED GRADE(SEE DETAIL AT RIGHT). 4, _ - - - - . --- __ --- .__ --- -- -- __. ._ - ��- -_� - ' 2 :LATERALS SHALL BE 1-1/4 IN. SCHEDULE 40 PVC WITH 1/4 IN. PERFORATIONS DISTAL PERFORATION $ _ _ _"_ __.. _ __ _ _._ __" ."_._.-___ __. S O'CLOCK 7 O'CLOCK MUSHROOM VENT COVER 3„ P 1 E - - - - -- - __ :DRILLED AT 2 FT. INTERVALS ALTERNAT/VELYAT THE CK& CK EASTONE NEAR CROWN OF P P ____ - -.-_ -J_ r. _ __ _ _ __, ^ -_ _._ ~~ __ 'POSITIONS. THE LAST PERFORATION/N EACH LATERAL SHALL BE DRILLED/N (SEE ABVE NOTE) _. W _. __ _ __ -. _ , _v _ _ _ _. __ - _ - -- _ ► --- _. __m m- 1-1/4" LATERAL __ _ _. _._ _. _,_ _ _, _ _ _ ,_ _ ..__ _,_ _. _ ..._ .._ - THE CROWN OF THE PIPE(12 O`CLOCK POSITION) 12" MIN. _. __ ..• __ - _ - __ - ___ __ . _. __. - _,_ � __ _. __. ; _.... .............._ ..._ ...... _ . _ _... _ _ __ - °W -_ _ - __ �_ __� R_,__ 4114�-„" r 3. THE SYSTEM MUST BE PRESSURE TESTED PRIOR TO BACKF/LL/NG. THIS IS ; 1. - _-__ _ _ ;_ _M "__ " _ ;ACCOMPLISHED BY PUMPING CLEAR WATER FROM THE PUMP CHAMBER 4 IN. SCH. 40 PVC 1/4" PERFORATIONS y .._ ._F W_ _ - __ __ .___-._ __ __ w_ -. 1/4" PERFORATION AT 7 O'CLOCK POSITION `THROUGH THE DOSING NETWORK. A 4 FT. COLUMN OF WATER SHOULD BE _. __ __ __ _ _ _._ .__ _ _ __ _ _ _ _._ __. __ __ _ _. OBSERVED AT THE DISTAL ENDS OF ALL LATERALS 7. __ _. ___ __ _ _,_ _ _ __ __ ___ _ ___ _ _._ _ _. ENT DETAIL „ _. _ _.. _. __ __. __._ �. _ _ _ . , , NOT TO-SCALE 2 TO 1- /4 REDUCER TEE 1 .__ . . __ __ ..._ . . _- ___ »_ _ - 5 LATERALS SHALL BE SPACED AS SPECIFIED/N THE PLAN TO THE LEFT BOTOM OF FIELD a _ ._m __., - -._M.. V. _m.__ k y _ - LL ,' ONCRETE THRUST BLOCK _ , w,......,_ ._.._w_.. . _..___... ....:,__., ------. ......w_. __ _- _-,- _,,.. __ w_. ,.._. ..... ... _.__ __ _ _ _ _.., _-, _ -_ - __ _, _ _ -_ 2" PVC MANIFOLD_ a _ _ - - 33' _ e _4 _ _ __ __ __ _ _, _ _. 7 ,PROVIDE THRUST BLOCKS AT ALL BENDS IN THE FORCE IUL4%NAND AT THEY 6" OF /4" 1 /2" WA_,.,_ :_-. - - _ _ __ __ _ _ __ _ 3 - -1 SHED STONE _1 - __ - �_ __ __ __.. __ _ _.. _. __ ;MANIFOLD ENDS. . _._ .- ,_ __ - __ , _. - _-_ .p __ _ __. __ _ _� _ -. _.. _ __- - ,.. __ ___ __- ._.� - __ _ -, __. __ N "�, _�- � _.___ -___.__ __ _. _- ,.__— __ -__.__--__ ,__TM D MANIFOLD D ETA I L _z____��� _ _ ._ _ � _ - , __ _.. _.,_ _, ._ - __ _ -Z CONCRETE THRUST BLOCK - -- --- - NOT TO SCALE __ __ __. __ - - __ __ _ ,.. - _.__ _ _._, _ Cj _,_.-_._ 4-._..---- -- _W -- -a_-._4,__-,w..____mµ ___p d._.-_._7--- _ _ 1-1/4" DISTRIBUTION LATERAL - - 3 8/17101 JH PC SAS UPDATES __. ___ _� _. . _. ._ _ w. _ - - _ .__. _.. _ CAP UNITS NOT SHOWN 2 8/14/01 JH PC SAS UPDATES . _ _._ _ _ __ __ __ FOR CLARrrY __ _ - __~-_ , °_:-__., __- M :Mw-.__-_r w _ _. __ _ .. 1 8/13/01 JH PC SAS UPDATES rl I �// _- _-- �-- -- -- --- ---� `- -- - -- - - -- / REV. DATE BY APP-D. DESCRIPTION -- ---- -•-- -- --- -- - --- - __. CAP UNIT ADHERES IMPERVIOUS FILL - -..4-� __. _ �, _--� ,._ __- _ate v-__ ._. '/./K n TO TOP UNIT 12"DEEP __ _._ _- __ __ - __ _,.,. ._ __ _ _... - a` s ' , W/VERSA-LOK __ PROPOSED S SYSTEM UPGRADE _,. „... __. ._. _- .... .. ._. __ .. _. ••-- -. e n ti CONCRETE ADHESIVE __ ___..__.-._ _ __ µ .. MIN. RADIUS 8' / Y T -,__ _._ _ __ __ _._ _.._ _ _" __ _._ __. O TOP OF WALL / , . " ..� ./ / • • LLJ. LLiLL �..:... ...... .....: �.._ ...., .._. _ ...._ __ __ ,.... .._._ -_.°. .._,. _.._ _ .,..,_ y.._. ._.., .�_,. . JV W--°•+'�++— ® o ,iLLdi iliile / x, LOCATED AT: - 4019 ROUTE 6A __ _. — -_ _,� _ _r u_ _. �- __�. � __ __ ,_ �_ ,_. ® •/ CONCRETE I711 `r�" _-,.: ._ -_ _.. :__ _,_ ___ ,.._ ... ... __ _. ._. _ -._ _._ - p UNITS O � 4 / / !i VERSA LOK MODULAR .-,. __ _--, __ _- _ _n _ .__, - - .... - - ___ ._. _,� __ _.• _•_ _ O , MA 11- 11. __ -._ __ - __ - _._ _. __. __. __ ___ __ __ -__ - _._ __ _._. _... '/ + ® < „: �-DRAINAGE AGGREGATE EDGE OF LEACHING FIELD M �/ 12" THICK MIN. > ra` PREPARED FOR: FOLLOW GEOGRID MANUFACTURER'S INSTRUCTIONS RECOMMEND MIN. / 20 FOR REINFORCEMENT PLACEMENT AT CURVES - ;:; / f,Y ' M R. & M RS L E S Ll E H E M M I LA O RADIUS 6' / ;'s I i.. 4" DIA. DRAIN PIPE SCALE: AS NOTED DATE: 17 JU Y 1 0 Ka AND CORNERS. O BOTTOM OF WALL , ti -0 p _ ;''T OUTLET O END OF WALL L 2OO %C —s 1 ---�} OR O 40' CENTERS MAX. m CONSTRUCT EXPOSED SIDES GRANULAR LEVELING PAD 0 10 20 40 80 FEET A 1z OF STAIRS VERTICALLY MIN. 6" THICK a Z CURVE DETAIL PREPARED BY: rz TYPICAL CURVES EXPOSED STAIRS DETAIL TYPICAL SECTION-UNREINFORCED NOT TO SCALE NOT To scAL£ RETAINING WALL 2 Horsley & Witten Inc.BOTH SIDES EXPOSED STAIRS ��tH OF,Hq , i. VERSA-LOK * NOT TOT SCALE �° PAUL 9'- � Environmental Services �• VERSA-LOK aetaini Wa1lSstems EDbVARp + ' '� t �,. r �: Retaining Wall Systems �mv.,e" M ..> w E Y �� � }�< Sextant Hill Office Park PLAN VIEW - PRESSURE DOSE NETWORK n, ' wa-,»o-. �• VERSA-LOK C ✓IL � ` �} .1 90 Route6A R�n.04"aoeno�asOMOa�'"',«tna ouw's'�6 ms 417 2 s Sandwich, MA 02563 o 1 Irl- -'G`cl phone: 508.833.6600 fax: 508.833.3150 Drawn By: JEH Designed By: JEH Checked By: PC JOB No. 998 - ---- - _ -_ -- - ___ - - _ _- __ -- - --- - --_ -- ________-- -- - ---- ___ I - - BOYANCY CALCULATIONS PRESSURE DISTRIBUTION CALCULATIONS SHEET 2 OF 2 ,,,__-_.,,__.,,.___...--,_:. w.._-,_...-___._„-,_..._....,-._,_._._ "-..,,____ ..,_,w_ ._..._,,,,«____-.,_, 1000 GALLON PUMP CHAMBER HOISTING CABLE 7 x 19 STAINLESS STEEL __....,,._..,,.,.r.•,,.._ ..,.-...«,....,t .-...._..«.,...... -..._.: -_,.....,,,_,...,-.,...._„,-_...._:._..._.,,._ .- ..._... .__._.--..,.,-.._.,..._.,,.,_...,._.-_.,..._-,,_.",.___...._,,,,_...:.__.,..._-,.,_.._,._,,..,....,_. ._-_.,.,--,-.,.__,,..,--..,.,-.:.:,._. ,.,_,_, ,.,•_.,- ...._..._y _..,.._,,.....,._....,.,...j 15ibC,4LLQNSFP/1CTAJIKB(AYA11�Y _.. ,,. ....._ _.._.., _...._. 8 DIA. 60 LB. STRENGTH -_ _, _.____,_,_.__,.,__.._.-......___..._._._.______�-__.,_........... ....... ...."_..-._.,.,_- -._._,. ._,-..._,�.__ __.,,_ ,__ __,_ _,�._. _._ _,.,_ _,. - --^ TANK VOLUME CU. FT 229 ` ..-.,.-._-_,.-._......._.,_.--...«.._,....._._..._«_.,..._.-...-__.,.,,__-.._... ,..._v_.__- __.__,. , „ __ _� i TAW 1/GLUVE CU FT 3315 I TOTAL EQUIVALENT WEIGHT OF WATER LB. = 7145 ,,,,,._..,. ..,.. _.._, ._M.._._,_.._ ,.__._._,.,.._ ,,__..,. ...... ._M.._._,_.._...._._._,_..... .__._._,_.._.,._,..._._,_.._..m:................_., _._,.... _. .._._,.,.._ .r_.._. ._.,._....._,_..__.�.a..,_,_.___.._.,_._,...._._ 2 f� BALL VALVE w UNIONS SCH. 80 PVC crrcwAi." Q ;PERFORATIONS 4 GEORGE FISHER CO. MODEL NO. 560 OR EQUAL TOTALECUVALBVf VLB TB� �! _..__«_.,___._..___..-...._.,«-..-_.-, __, _. __,,«...-. ,___.... .__.__«...--.-.-__,_._-.w_.._._.___ _.. .o..___ ., __,,. _.-.__.. _.-_-.«_..__,.-._- _.,._.. PERCENT SUBMERGED - 1 50% _.,,.,..._,. ___._,..__...... ........_... . ..,..,._.. ._........_.... ,_ ..,.,._. __,,..__-.._._,,,_,.,. __. _,,,...,.,.. _.,..., P88VT =s 1Q7� >--_._.,,_,..._.... _ ..-,_._ ............._.._.,__....w,_.._.,,_,..-,._.._._.,,--.,.,-_-_,,,_,...,._._. ,«..-,._. _..._,,._.._....,....•-,..___.. _-,„__., _, f • - W._,.... .. .w_,..._... w .. ,...... .., __,... ..w_....___,._. BUOYANCY FORCE OF SUBMERGED PORTION OF TANK, LB. _; 3573 _-I- ,_._.M_ _._.....,__.___ .., w,,,_..__ ._, ,_-......__,-__....___._. ...,__,-_. ..,.,___ - _.-___.... __..._.__.___ _._ „ B(�YAACYF�GI�S( PCR17......... ____... 4_.....-_. __ ..-,_.� _.-,,_._w _.....___. ..«._. «.,.....,...._,........,, ....,,,_ .. _... ._.,, _ .« ........... ,._ :. .._.,.,_. 9" I _ ,. DISTAL /N-LINE PRESSURE, Hd = ; 4FT. (2.5 FT. MIN.) I 3 - �> - - - - - - • ;EXISTING BALLAST ; I 2 SCH. 40 TEE w/ CLEAN OUT CAP DtiS7111(GBALLAST _._...__......,__..I _____- -. _,_ ..-.._-. ..-..__._..,, « ___..___ -,_.:,_._._,_-..-._ ...___ ..,....__...___.-_........ .-,_,_-__.__._-__,-._... .. ........_,,, -._. NUMBER OF PERFORATIONS/LATERAL, N = 3 75 i _.. _. ,_...,__ -....-__..._«. ._..,__.____ ..,,.. _._ _._._,_, _,._._.,,.-,_,_.., . -.,_._. . _.,_.. _ .._..-... . ,-"--._.._-._.,_..... -.- _. _ _.,._....._-._,__. :,_.;_- ..,. ._-.,._,I -.,._...._._., _. . ._.,_._, . _.._._ --- , SCILCOVERVOLLIVECU.FT. =;� 120 �, ..., ,._, ,-..__,.__.,«..___,.-.._„__..___..,.-_--.,__-,_.,.___..___,_-.,_____._._..-,__.,__,.._____-___._ ._«__..,.._...__..4 - -7 / -_ SOJL COVER VOLUME, CU. FT = 41 I ----...... 114 WEIGHT OF SOIL COVER, LB. _ ? 4305 _.-..._..___.___,_,_.......__._,_:_____..._......-.............._,._..._.. _, ,«,,._,-..,_._._«. __-,.__.....,_ _ ._.____..-_._.. _ _._,...,,___«,.._ ___._.-.,-.__- -_..„.« -._..,..,._.I- ...,,__,._._.._..,.._._•._,.._ „"-"'-....._.-.-'-,_-"-,--.-,-._'.-__.-_-_,.._..._,-,._ .,,__._.. __,..,.._,l-----.,«, .__.._,t _-4.. _ ,_ �.Y __-,._... _.._........-------....__-_.. _.,._ . _.__ �.-_-_.___,_..- ___ LATERALS e Ff10-; 1 _._-_..___..,.._-..._.._,.,... _... ., .- ._._.,,.._ _. m... ..___-,__...___.-._._..__.-.,,...___• ._.. ....-,..-,.._.._-,..-,_._.,w__.-,__..__.r,___.. .-._._ .._ w ...,., ..., ..ry.._.__ ... w _. .__.;.-... .., i• 2" BALL CHECK VALVE SCH. 80 PVC _. - __ ..__,.. . ..,....__,...., :TANK WEIGHTS, LB. -_ ____.�_._,. _,._... _., __._. _.__-�_,- - ---•---. --.._._._,.._,._.__,... .._.__., _____ ...__.._,.__;_.__._,__ ._ -_...1 __«__..,.�_,,.�,« �_.-�.:_..,...�-----.,.�,.�-..,.-...,...-- -..�.,._..__ _._. __..,_ _____..._ _...�., _-.-_t_._. ___-_ _ 1_ ..- _ _._ _ _..,..,,.-�-«,._.,.",,�--._ t LIMP ON - EL. 94406614 _...__,.__.,__..._,._«-.....__._....._....__...,_._...___...____...,...__. .__,._.._ ,__,____ ,__.,_._.___ _,.. ..,. _...__......_. __ _-..__,_,..._.-.... . .. _ ..;_ .. _.. G, Ls = 4 FT. I PUMP OFF - EL. 93.73 �- 100 P.S.I. FLOWMATIC MODEL No. 208S OR EQUAL TOTAL64LLA .... QK _- .. ...__ ._ ,.....r._,._ .,....._,_.._ -_.._.,.._ I H-10 = ; 8000 __,.,.,. - _....,..v __.....,.. _ ..,.,... ..w _ _ {_...,,. r_ " -; ,. LATERAL DIAMETER Ld 1.25 IN -. . .. _ _.,...., c_._ _ - __ H 4 --_ - ,._,__,... , _,-__.... __ «.__,._..__._..___.____.._ ..__....__._ ,. LENGTH OF LATERALS, L - ± 15 fFT. 2 SC 0 PVC DISCHARGE PIPE 1�10 24&� : Y...,_. -,,,,... ,-:-„_„__ , :_.,__: ,_,,,___.. .._„_,._,_:. ,. „_,_. .......... ........._, . s • _.__,__._ _- ...,__. __.__._,__ ..,w.._,__,.. ._________ ________ __ ._...,,__. ..,___-.; y._____ TOTAL BALLAST(TANK+ SOIL), LB. . __.._._._.__...._._...._-_.___.__.-____.._ _.._,- __,.... v ___..,... _ _w._,.....___._w._.....____-...,...____,.__._, _.__.-___ .,___._,...___,. _._,.... _..__._.-..._._.I__._._.._-____..,.. HAZEN-WILLIAMS COEFFICIENT, Ch = 150 t i e a., S ` :,,_,_.,,...««,-,-,,,,..:..,,._.._,,,„,,._,-,,_""-,„,,---,.-..,,,,----_,_,,,-,,,,,,,„...-,,..,.„,..>...„._„W.,,.._..,,,,,,,,,, ,,,,,,,,,,,,,,,,,,_.,__, .....,_.._.:,,_�.. ,..:......, .»,«.:,.....,_,._:,....v.,:,,,,,.,;..:..�.»,..,,.,,.,,.,-,,.�:,.:. .,:.,. ..,,n., >:.,..,._-.:,_:.. ,._.-,,..:.�»_.,,.,,.,,...,«,.,r _.___._.__,_.____.__,_.___._._u,_.__._.___ .___.-_.___«_,__.____________ __________ _.....__ 40, 4/10 HP, 115 VOLT, BALLASTI�Qtlf�D ALB4LLAST-BIAYANLYFQ ;_._....._,,.,__,._,..._w,_-__..._. . ,__-__.._..:,,_.:_._.._.....___.__.._. ., ..__.__..,..,_.._._,._....___-_..._......,_.._._.._....___-_._.._. ... NUMBER OF LATERALS, Ln = 10 I �. ( _ ..._..._. ___ _.._.._-___ ._....,_.._....._. H-10 = ; 12305 . _„_,__.,__._.,__,__-.,_..,__,___«_,,.___.,_,_,_...._.-,__._._.,.. ,._,_,_„ _.-,_._-.. ._„_.__.,, ._. ._.,_.. ...,.�.._..._._,.,_- ,_._.,._,__,_,_,,.___,---,_.._ _,,_- -_,_._._.,__,_,_„.._.,__,_.,_,,._.__.__., _ SINGLE 1625 RPM DISCHARGE .... ..__... 2 D SC ARGE -__._-._„_«,_. __....._._,_-.,.... _.___...L_._,._- 2 WIDE ANGLE FLOATS. EFFLUENT PUMP ,. . ....____ ,_. _... ,-,........ -.,.-, _ _-_. .. FLOAT NO. 1. PUMP ON FF Ff10 3633 ;-.,..,.,__ « _._._.- -,.,., .__ ._,_ _.. ,_____,_ .__,_ _,.____,_-,___«.,___,_,_,,_.-___._, -..,-.___,_._._-_._: ,_ u._.__-,_,__, ___._.,.____._,.__.._,__.,.«..__.__._.,.«..___.__.,._-__,__.,.«.. _.,._..__- ; BALLAST REQUIRED OTAL BALLAST-BUOYANCY FORCE) i (FORCE MAIN AND MANIFOLD ; I y % _,.,-_- .,__,.-_.___,..,,,-_,-_,,,, ,,,,,,,,,, ,,,,,,,,,_.._«_-11._....,,_«,_,.___,.,_.,,_ .,.-,,._...-.,,__..._,__..,,___._.,,_«,.,...__..___ ...,...__........_______...� FLOAT NO. 2. ALARM ACTIVATION --- _« - .__ _. ,_.___.,. _,.--- _.._,,..____._..._w-_..�._.....-._-.._,,..___,_M._,",-.__,._-._,",_., _.., .;""- SET PUMP ON 12 INCH CONCRETE BLOCK - ,,.,. ._-„_.,, -,_..,_-._.._,.._.,,_... ,_,,,_.. ....,-. ,. ,_..,., ;- ...,_..,., _.,.,. _..,...,-_,.,,_ ........._.._,._ ...... . . ......_...._.. .,..,._- .,...._..._ ..._.,.._......_.-. ,.. _ ..__ __,. _,_-__.,_ _ _-_ _I--_�.,---_,__----____, _,. ._M _ _„,._ ..__�,w,. -,. s ;OO�IEl�Q(J�CU FT. ' - H-10 = 8732 FORCE MAIN DIAMETER, Dfm = 2 IN. 1.1--- _ _.-_._,,._ ___.____.___._._. _.__._. _ ..___._...__. ;-,__ _..__,._,«__„_.__-__.,.._,.,._,-__.-_„_,...__._,__. ____,._,-_,...-___._-...__ -.__,_._-�__w_.-_____-._ ___.__W__------_____1 .-___.___. �_____.,,,_,__ _., , -.,,,_,_--,,,-_.-...-, -.,,,_.-...-, ._,_,-_,,._-__,.,,-_--.._:,..--,-_.,,._,_,_,_,-_.,,._,_._,_,-_.,,..._._,.,.._.,,._..a._,.,.,_.,,._. „-,,,.�.. -. ...,- , -_............._.,,_..,......__„_._ -_,_... __...._, ... _; LENGTH OF FORCE MAIN, Lfm = � 30.12;FT. ;....__.. .. _..._.... __,_......_ _ ...... __; ; _____.___. ...__... _, .._... __ ..__....-__ ,.__....-_._ .__....___ _._.....___-,_ _,.________:. CONCRETE REQUJRED, CU. FT. , _.._.._...-.._..._.__._.___...__-_..._._.._.._.. __..._._.._-___.«..__.____....._.-.__...._.._...____.-..._....___ ; _._ _. _�_.. _._. _+- _ _ _..._,......_. ..,._......._ _.. ... _ .,,,,_......_ _.-_.,..,,.,, MANIFOLD DIAMETER, Dm = ; 2°IN. . _ _.._..._._ �_,......_ «,�._,_._-__,. �.- ._.__„_ _._ ..,., ,.« __. _._ 1500 GALLON PUMP CHAMBER _ ,._._,__,__. '_,_.._____,_„ __,.._ __.-_,._1__ _, __.._.:_..,.,. ._. _,..,.,_,.«,_,_.__. __ -,-,._,_.__,_. _ _,.._ .. : • _,.-......«, ,.._.._.. _..... ._._«... .. .___....;-.___.._-_,«_,«-,_.__ MANIFOLD LENGTH, Lm - s 16:FT. � ; ti L6EIf1015ibG4LLQNSEPIICTAN(-BALLASTf{OTi�QI!!� - H-10 N/A __... ._._,.__ _. _.,. . .-__,.....,._,,.,_. ..-._,,.,._,.,___,...-.,.,,.,._,.._...._._....... ......._, .-....._,,.,_,.._.., ..,_.,,_,. .._.._,-,.._.....-_,,,_, __.,..1-.. ._ ' �.....- _.. f t 7 { ' «:,.,...--,.,--..,.:-.-,,._,.:,.,.«.,.,..--. -._,,,,,;,,,,,,,,,--.--,,,-:.,_,,,-...-.--,.,,,.,,_,,,-...-,,.._.,,,,,.,.,,,_.--,--,,,-:,-.,,,:_.„,,,,,--"-:... ...:_:,.--.,,,:.,.„:-........_.,.«,_-_,,:-.,.....,_,.«,..,_„,-.--. --I.,.,..,_„:-.--. ,,t:,.,--.,,,,-.,....--l.:,,..,,:,,_.4,..._,.,,..0:.,,,__..-,....,.---.:::-....., ,,.:-i .,_._,..___ .,_,,,.___ __.,_.___._..___.n._._....,_. _.,,,...___...._,_..-._.....,_.,,._.__...,.,.., __......_,,,._.«. ±DISCHARGE RA TES USEH-10 1000 GALLON PUMP CHAMBER-BALLAST NOT REQUIRED ._.,.__..-.__.,..,....,,,-___.«__,,..,,,,,,._._,.....,.,".".__,............._._,._..,,,,,_.._._,.._,,,,..._ - ..._,,,,,.,--....,,,.,,.._.. ,,,,...._._..,.._, _._..,...,.,,,..._._,. ..,_._._..._-...,.._ ,,_.,..__._............_.. "..,_--,..,,_..-..,_.:............._.:,_,.-_.....-,,.,......,...---..,,,__._::,...,,.._...._...,__.,_,:._._..,._._......._..-._.,,.__,_.,_,.._..-.___._..,_,._-.--..-.,_.._..__,_._,",,:.--- .,,.7.... ..,` 4 PUMP CHAMBER CALCULATIONS __._._..__-___-_.__.________._-_,.._____._,._,.-____._._..____._._.._,._,.-____._.._.._,._____._.,_,._,____._.._.-_,.-____._..__,.-___ ._.._,-_,_____-_.._._,.-__ _.._,__,__.___. ._ __.___._.-_,.-___+._.._,._._ __.____._ PERFORATION^DISCHARGE RATE, q = 11 79 x (Dp)2 x (Hd)1/2 = ,...,1 48;GPM = i ,..,__,,.....,,... ,,. _,..: ,,.. «,... ,... ,m.... ._,._.,,:,,.4 ,. ,..., "" . ..,, .,._ ,..,-.�,__,.-.",.nl."--..-.",..-- _.,,..,,_E PRESSURE DISTRIBUTION NOTES LATERAL DISCHARGE RATE « - c Ql, q x N„_ _ 5.55 GPM I FINISHED =PUMP CHAMBER CAPACITY �-__.,.._ _w____.,,.._. _ .� _.,.._ __.,.� -w____,_____. __-_u .. __._�.._ __..__ _-__ .____�---..: _o_ ._H�..-.-,_�-_.___ _� _,,..- -., FLOOR _- ___ __ _�_. .- ._..___, ,-w.____._,_, _____._:r..w.___ _-,. ____._rr.. __-_e,- __ _._, ,- ., _..,, ,-w.__._. _�.s BE LOCATED ATAN ELEVATION BELOW THE LATERALS SYSTEM DISCHARGE RATE, Q, QI x Ln = ; 56 GPM 1. ;THE MANIFOLD SHALL -"" ,_-,_., ..---.,,,.., --_ ..__........__ ;_- ..,,,., ,._-_..,.. _ .....,.,,., _.,_.:...........__ ,.. _.._.. ..__ __. ,,., ; PROPOSED GRADE a, ec _._.... .,_ _., .._...._,,.,...._.-, _,_ :_,_, _... __, _... ., _.__........_..,__ _,_.__w, .,_u,__...M...._,_,__ _,; SEE DETAIL AT RIGHT. +AND A MINIMUM OF 4 FT. BELOW FINISHED GRADE( ) __...,_,_,.__._.._,.__..............-.__,,.._...__.,.,_,,.__...__.,.__,..._...__.___,..,..,..__,..,_,...,....__.,..__-_,_..,__..-__...,...___,... ,,__.-.. _.._-...._,._.,.__,,.._...__.,.,E,..,_...__.___,,.,_.,__.._,_,._.._-._-._„___...__...,_,,.,_,...__,..,._,, TOP FOUNDATION DOSE VOLUME z 83IGAL. ;.....-_;..___,._._ ___..,, -.____-,. _, .___._. ._ .__..,.._._ _,__._...._._ ___,.""-,_____,-,--_..___ __,-_-. _.-,_. _ ",__,..._,_ _ EL.= 102.75f _� DOSING CALCULATIONS f . .,_.:,..,._,_,_.,-- ,-,_,_.,_,«.,,,_,.,.._,-.,--.,-.--,-. ._,,-.,-.---,_,_1-1-:,,.,,,_ __,,,.,,_ _. .- . .,M,,.m. ._w.,,,_«,....,,._,_., u.,,....._. -_,_ _ __., _ ,___..._.-,,,,_.._ ._.-,__,.., .___,.�_,._ ____„__,W._ .,.-,_,_,.,_,_.-,_,_,.._ .-_;.._.._..._ .__«,,_.____,,�.,._____.,v-_,_,_._,...,_-___-._ _..-- HOUSE EL- 100.00 EL.- 103.3 t EMERGENCY STORAGE REQUIRED = = 330:GA L. w...... _ -,.____....._,.,_.w__.._._,w___..-...... ......._,_.w__._�_.... �_- _.M__ -_ ._..w__...,- -RATIONS �/ { _.,«,..__,_._____,_. ...__..._.__..., i HALL BE 1-1/4 IN. SCHEDULE 40 PVC WITH 1/4 IN. PERFO ; a.,,, .«_._,..__�__„__.-..H_.,_,,.__..,_,__. „_ __,._,...,-_ -_.,,_,.,.,,_ .....__,«,.,.._. - .,«,.. 2. LATERALS S w._... ,._,_. .,, ..,_ ......_.. ,,,.._. ...v. __,_,_.w. .,w.._._.. ._... - XI TIN w.... { SUMP VOLUME _ 375 GAL4.1 PIPING SYSTEM VOLUME, Vs = ; 10 GAL. E S G GRADE EL. 99.0 ,;, ,\ ,, ,:, ,�---.,- �p. ..._. ,., DRILLED AT 2 FT. INTERVALS ALTERNATIVELY AT THE 5 O CLOCK& 7 O CLOCK ...._..--,,. ,..,.,.- �-.-,",- ,.,_v,,_.,_:�,,. _,,,..�_.,. ,..�_.. _,. -"- .._.,_,....__,.,�_.,...., .-,�., .__.___,,. _ .,.,._. ..,.,...._,,.....-. ,_....,,n_.� s..,,__,.t"-, ., - DOSE VOLUME, (5.0X Vs) - 50GAL. \ \ , •` \\ ;;, � `ti�; ,\ 4`;;;:,� :�;, j: \ .\ L. \ , „ \ . . 11 A . BACK DRAIN VOLUME G THE LAST PERFORATION/N EACH LATERAL SHALL BE DRILLED/N ; _ . .._....,. _._..._.,......_ _,. ,__._,, _ _„ ......__, _.... ._....«.. __., .._...,,..._.. .._.,_..« ,. ;,._.,..... ._ __.,_,_ ...,._,.. -.-. \.\,. . .. .4� ,: ,.�. \\:,•, ,\\.,,, \ ,,;.,. \, ti,,. ,,. , , .., I-111-.. ,.-__,-_-_-_,, .,.-. --.-_-:.--... :.. ,._-._--,---,:-m---,..u_,.--,-._...«_-:."- l-,-.-,N. -...- _,. .•., «,. rPOS/TIONS. _ _..I _.,. ., DOSE VOLUME, 330 GPD/4 DOSES/DAY = i 82.5`GAL. r ti ��, ;,, ,\, ��` "ti�.� \.:.,;:. t \ v\; :�\ . 125=GAL. ;THE CROWN OF THE PIPE(12 O'CLOCK POSITION) `` `` ` `' ''`'' STORAGE BETWEEN PUMP-ON & ALARM= z ;_._... �.___�_._._...___._._..._..__._ .._.,. _.,..._.,., ._.._.__._ .__.,__._..._..__« _...____._ _._.__.� .,_._- .__,_,_._._. ,_,,.,m„v__.-,,.,__-; -.,_.____,_,. EL= 97.3 __ __._..._.........._._..._w,....._. ._.....,__,_..... CELLAR - 11 _„_„ai i.,,,,,_ ,., ,._,---.�__�,..,,_,.-",-_ .......�__.,,_,..,....,.,,.,-__,,,,..,.__.., ..-,-,__-,.--..,� -. ,,..,�_.,,.,.--I-.,__-,...�._,,..,_r__,,-. ,..,,_,.-,,...,...-.,,,___ ,. _,.,_...._ `s, ..,.."....,.,..,...,,..,:---_,.,,.,.._,,.,:._.-,-1,«�-� --«_...,.,.,.,..�.-,.--,._._._,.�--. .w-_,._„- -..-,.,_,._,;-..-".-.,.,,...__,,.-,,._7.._Kr_,,.. USE: ' 83,GALLON DOSE VOLUME 45 MIL. RUBBER ROOFING MEMBRANE OR REQUIRED = 924 GAL. 3. THE SYSTEM MUST BE PRESSURE TESTED PRIOR TO BACKF/LL/NG. THIS IS ,,._.__-,_._. ., _.._,,._._.,..._M..,,._._..._._.................:_._ , . ...r._,, µ r _._._ CELLAR FLOOR OTHER EQUAL IMPERMEABLE BARRIER AS VOLUME QU _.,.,...._,.,_:. _. _...,.,.,. .n,._...«..._ x,.,._..._...-,..,...,_,.._. THE PUMP CHAMBER , --- - _______,,.---- "------ --------- -,-..,.--_,,,, -----,«-.----_..«-_--__.,_._ ___ - __,.. - .__.. �._,_ - = APPROVED Y THE 1 1 ,ACCOMPLISHED BY PUMPING CLEAR WATER FROM 0 ED 8 E DESIGN ENGINEER. INSTALL I AHEAD LOSSES EL.- 92.71 _.,.«..,.__.,m.....:........._., ::, .. „_I MEMBRANE FROM EL. 102.5 TO EL. 97.5 ', „. .......... ...:. ._,,.«..._....._...,,,.-,_,......_...,.. ... ._.,.«..,_....._„«,,,, ...._ . SING NETWORK. A 4 FT. COLUMN OF WATER SHOULD BE USE 9 000 GALLON PUMP CHAMBER _ ;THROUGH THE DO """" M""_ "'" «""' « x "" " ' AROUND THE SYSTEM AS SHOWN 0 _-,,...- -_.__._..,�--._ .,,,_•_-_,__.-,_,_w,_.__.Y___._.__,--,_v.___., ,__._ .:-,._ __..,�,.,__.__,,w.�__._.-;-.__.____ :__._._ =OBSERVED AT THE DISTAL ENDS OF ALL LATERALS. PLAN ,_____-_, ._-_.___. ,.__-_-_______,_-__..,._.,,_.,_..,._._-___, ,._._._,_. ,__.- _. ,._,_._.,_, ,.__,_.,_. :._,_._.,_, ,,_,_,-..-. _ FRICTION LOSS IN FORCE MAIN, fl = ; 1.74?FT. N THE _..-,.-. ,--..-, ,_,.«.,-,-,-.,_.,,,,_._,,...M...._M-.._,_,_. -,,,_._,,.__. -_.___.,__._. ,,,,,_..._-....,,.,._.._.,v..._--.,,-,-. -_.._.._.,v.-,, -._..h.._....,_..«a.l_., .,...__M.__,._._, .,._«•__-,_. -,,._.._4_ ,- ;, _. M.,_.._.,.. -.__.__._.,-_.,.-,_,_-.-««u._-_..-,,.,__-..--_P ____�,...____�--..__,__,_.__.,-,.__ _ -,-__.._._-., __.._._ ,..,_. uM.� ..__� FRICTION LOSS IN FITTINGS AND VALVES, fl = 0.51 FT. f ` MUSHROOM VENT COVER S. :LATERALS SHALL BE SPACED AS SPECIFIED IN THE PLAN TO THE LEFT. :._.._.,...,4_.,_._.__.,«.,4_._,_. _..«.,__._.w.__......__.._._. _......__ _.,..,.,_,__.__.,«.:4__,_ __.. .._.,. ._.,«.,«.,._._. _.,..,,_.__. _.,....__.K._.__..«.,__._._. _,«.,_,.,_._.__.,...,_-.,_._.__.,«.,_-.._._............... _1_ _____ MUSHROOM . ,,.Y_. „__..,._.._ ,,.«.,,. ._-.,.......: .__ ,.__ ri,.o- _., .,.,_« ___-_ .__..,. .- ..«..,, ._ ,.._..,._,.__ ,,..«,n,._.._ ,.....,._,.,_ . _. .4 -____._ ._ ________.__..._._._.__._._ .....___._... _w_..- �_ NETWORK LOSSES, nl_ __.__5 24 FT.T-_ -_ _____.___._ ____ _ r__ STATIC HEAD ; 7 154FT SEPTIC SYSTEM MOUND PROFILE 7. PROVIDE THRUST BLOCKS AT ALL BENDS /N THE FORCE MAIN AND AT THE __...,,.__... ._,.--,-_««. _.... ,-_. .. ..- __ .-_-, ,..-.. . . ,._, _--, _.- ,.- -,-_«« _«_ ..._ --_«_i-_- _,...-. -.,.�_ ..._.,.-_«_ .,.,.._ --- _,-..,____ -. t2" MIN. ;MANIFOLD ENDS. ;..-___...._ -_.-_____._,M..4 .._ ., _. C,•,� ," _ ,,,,' -_..,_._.._-_,_.,________,_.___.-._,v«_ ..._ -_«.,..__._,_««,-___._,__ _., __�,....,._ ..-____.._.-_-__,.,__.__«,.._.-_.__«___.__ _., :_ ...............__, ..,.-..,...,___..,.,._.,.._._._,......_.,.,,.,.__.,-,-.,,.,,,....,.__,.,..,..,....,___..,.,,.-,......_--..,,,,_..,.,.,.___.,,.... .-.. . __..,.. ,., ,..."I"_.,....__..,....- TOTAL HEAD = f 15iFT. :_..,._,---1_.,__m__,,.._.,__-__1_1 ,_.,,_,_._..,_,..,,,,,,_„_..,----,,..,,_.,_.-.,,..,.r,..__-_.,..,,.---_,_,.�_____-_,_- ____„_._,_-__-1_w_„_-_,---,,,m.,..._,_4 ,- -"-,, .,_, --l.,-,,,,w,_ ,,, _ ,.,,- y.,.._ � F ,__._ _________ _._____-_ -,«--__-_ -______._ --______.« ,-,«.___._ _,__,_.. ..__.__._ ,1______,.._„__µ, ........., ,. __ . _,. __, ._. .._ __ _._.v PUMP PARAMETERS . _ ` - - •` ` - ` -- •` ,«__,.-..-.__.,_..._._-___.____,_____,____,-..._...__,«__--_-.___,_._._,_-...__,___,--«..-__,«-_._,---____._----,__..-__,-___,--._-_,__-,____- _-___.__-_--_____.____. .._.___.______.___..�_-__.__.--_-•--- _ ,__ _.; . . . . . . . . . . . . . . . . . . 1.-___,_.._..,_._.___.«__,_,.._._.__...,_,,.._._,_.-_,..,..._.«._...__,_...._.__,___,_.__„_..--_,_.,,_,.__.,-_,_,._,_._,-._:_...,,..,_._,.__...,..,,,.,.__.._.,_,_.,.,__._.:-.,._.__.._._.__•_:,: i 4 IN. SCH. 40 PVC Q - 56 GPM _.__ ,_..___.-__,_..__._4___,_..._..__.-_.__.,.._; - .-.'. .'.•- - FLOW - - - - - -� - - - ,,_.,.__ .�_-- _.,. _r ,.�..._.,...,,_ ,. . w,. .•- ? III-1 i t-1 I I-1 I I-1 I I-1 I I-1 TOPSOIL;_I I I-1 I I-1 I -1 I I-1 I I-1 I I-1 TOTAL DYNAMIC HEAD 15`FT _ . VENT DETAIL NOT-TO-SCALE ;USE GRUNDFOS MODEL SE40, 4✓10 HP, 115 VOLT, SINGLE PHASE 1625 RPM _-- ---- =-_ -��----__-- - --_-- 2" DISCHARGE EFFLUENT PUMP(56 GPM 15 FT..,,.TDH) n w.._....,.__V_.-.,_._., yw, ... .,a, ., _...,.,. - -., -..,-.,.. _",- __.. ..,_; - - - - - _ - - - - - - - - - - - - - - - - - - - - - - TOP OF FIELD 4' - - - - - - - - - - - - - - - - _ _ _ _ _ - - - - - - 4' - - - - - - - - - - - - - - - - - - - - - - - - - - - DISTAL PERFORATION 2' 3" PEASTONE NEAR CROWN OF PIPE (SEE ABVE NOTE) - , �� � * �m'L Z, I 1-1/4" LATERAL `- _ _ -« w _ `` - _ '_` "-• `-- .- ._ - __ -" 1-FT. DIA. HANDHOLE COVER OR BASIN GRATE -w .---�- ----- __---w--- «-- --~-_--- -- -�--m--�--^- M __ (SEE SHEET 1 FOR PLAN VIEW) 1-FT. DIA. N12 RISER __ -- -- -- ___. - - - - - __7__-_-� _ - LOAM AND SEED ALL DISTURBED AREAS ..m--• --- -- ----- __-m__,-__- - --'-" -- 1/4" PERFORATION AT 5 O'CLOCK POSTION 1/4" PERFORATIONS _-_ __ __ -_. _ -_ - __ - _ ������( - _ _ __ __ __ - MIN. 1-FT COVER _. _«. __ __ _._ _ _ - -_ - - __.. __- _, _ - _. _ _ ._ _ _. __ __ .._ _ __ _ ._ _. ._ _ _. _ _. __ _ 2" TO 1- /4" REDUCER TEE „ „)1 it .I I. a _-�__ _y__-_ _.-_,._ -_.� _..�_�_-_ _- "-- �=�-4� .- - -�'�=�-____ _-_ _- _- - -_ -_ _- �_ _ �- BOTOM OF FIELD ._. .__ - - __ - _.« - - - ___ _- - - __ _ - - - ._._ -_ __ -_ _ _.- -_ - - - _ _- _ __ - - - - - -- - - - -_ ._ _ . __ - _ __ _ _ _ - _ _ _ _ _ _ _ 2 PVC MANIFOLD - -- -- - "' '- - 8-IN. SDR PIPE (MIN. 2% SLOPE) 6" OF 3/4" - 1-1/2" WASHED STONE if -- -.-,_ - -_ _,_.. __ _- _,. - . __ __ ._,- _ _ MIN. 1-FT. SUMP , _ ,_ - _ -- ... _ - - _ - _ ,_ - - _ - _ ,_ - __ _ _ - ,_ ._ _ _. _ _ _ _ _ - _ ,.. _ _ ._ _, _, -. m ,:_ _ __ __ __ - _ - _ ._ - -_. - _ _ .- . _ - ._. -. ,_ - _ -: _. - - _ -, _ _ _. _ ,._ _ «_ ._. �- µ�- � ry �r- -- - =" „ -�-- f i� / / ,� a:Y " :` ��//��/j��//���j��//�� ��`�/j MANIFOLD DETAIL - - - - -- - -- -- - 1/4" PERFORATION AT 7 O'CLOCK POS1T(ON \ � i �/��.% `�� \\�� ° 7 \ /\`\/�� ti�����j �\f NOT TO SCALE ---//// _ w _ _ /�` // \\��\\/\\�/` SADDLE ALL PIPE CONNECTIONS - __-T.__ ____f -�_ __ - - __ - - _-� w - - _.-- _._µ - -__�_,-__ CONCRETE BASE UNDISTURBED EARTH OR COMPACTED BACKFILL _, ..,-�___m__ - A.a --�_.- --_-«_ ,----_ _- - N NOT TO SCALE NOTE: - _,. _ ._. __ _ - _ _ ,_zi- _, _ z __ _ _ _ .-1_ _ -- __ .___ --- -- _ - ALL DRAIN PIPE MATERIALS SPECIFIED ABOVE ARE - - -^- - -_ - - ^-� mm Z AVAILABLE FROM SUMNER & DUNBAR, 518 DEPOT ROAD, -M . __ - - __._ - HARWICK, MA (508) 430-1696 CONCRETE THRUST BLOCK - - -- - p __ _ - __V-_, -� ._�_ �- _ _ .- - v 5 2/24/03 JH JR AS-BUILT DRAWINGS - _ _, - __. ___� _ - - -� _ __ __- _ _.-- �__ ,- _ _ _ --__ - __ -M .._ - - LATERAL __ - _ -.--- :_� _._ / 3 8/17/01 JH PC SAS UPDATES ..,_ _..,. _- ,.... , . .- .,_ .- _. _. .,. __ --• .__. - __ .__ - .� . __, _ _ __. __ _ _,,, _, _- _ __ ,.,, CAP UNITS NOT SHOWN 2 8/14/01 JH PC SAS UPDATES FOR CLARITY - - -_- � _____ '--_--•,M« - - - Y --- --w 1 8/13/01 JH PC SAS UPDATES - - _ __ _ __-` M__ - __ _, - - - _ __ '/ REV. DATE BY APP'D. DESCRIPTION - � CAP UNIT ADHERES IMPERVIOUS FILL .. -,_-m-- __ -.y.. _A _ _ •/ /,, TO TOP UNIT 12" DEEP - - � - _,W_�,_W _ MIN. RADIUS 8 / .< � w t CONCRETE ADHESIVE _ _ - _ _ _ _ / R / LOCATED AT: __ _,. _.. _ _._ __. _« ._. � 4.�..,_ __. ._. O 70P OF WALL .E ti/, _ �_- __ _ __. .,_. _ _ __.. � _ ___ _,. _. _ ® ® / `�I ,'` 4 019 ROUTE 6A 4 _ „_----_,- ._ -_w __,.-. ,-_._-_-.,- -m_w _al.. _�� ^ © ® I ® •/ / ;. -/ .+ VERSA-LOK MODULAR \/ i,' ® p 4 / < r / ; CONCRETE UNITS � �_ _. 6__- - -- -. __. _ __ __ __ __, __. _ _ ,__ - -._ _,_ __.. _._ _ 0 o �- ® '/ / __ - ,_,_ __ ,- .,,- - ,.... .._ - - ,._. __ -- ._., -- --- _,- __ •/ : •® ` �.j `DRAINAGE AGGREGATE EDGE OF LEACHING FIELD • • / 12" THICK MIN. PREPARED FOR: NOTE: RECOMMEND MIN. / - - ` M R. & M RS L ES L I E H E M M I LA \,' FOLLOW GEOGRlD MANUFACTURER'S INSTRUCTIONS `,, , ' O : AND REINFORCEMENT EMENT PLACEMENT AT CURVES RADIUS 6' •/ I t r j� /`, 20 N O BOTTOM OF WALL i 1; I I. 4- DIA. DRAIN PIPE SCALE: AS NOTED DATE: 17 JULY 2001 _0 �3 •..-' '-- C -III---•I OR O 40' CENTERS MAX. � n CONSTRUCT EXPOSED SIDES GRANULAR LEVELING PAD Fr ' 0 10 20 40 80 FEET n iD OF STAIRS VERTICALLY MIN. 6" THICK .��® D Z CURVE DETAIL I PREPARED BY: TYPICAL CURVES EXPOSED STAIRS DETAIL CU TYPICAL SECTION-UNREINFORCED saai^` 2 NOT TO SCALE BOTH SIDES EXPOSED STAIRS e> CRgL en Horsley & Witten, Inc. NOT TO SCALE RETAINING WALL �. VERSA-LOK 0 �_ § VERSA-LOK * NOT TOT SCALE �l�Is•�s � r Environmental Services Retainin Wall S stems �,.'"I�, a�i s�srem,» .� � ' PLAN VIEW - PRESSURE DOSE NETWORK -- ®����� Sextant Hill Office Park "•' "''`X W�'$ e ` 90 Route 6A n,�'�. ��.,�, �• VERSA-LOK • Retainin0alI S stems �: MT,X I 55"° J�3 " '�" Sandwich, MA 02563 q71 phone: 508.833.6600 - fax: 508.833.3150 Drawn By: JEH Designed By: JEH Checked By: PC JOB No. 998 ' _ -- --_ __ - ___ - __ ---- - -- - - - --- --I----- __ _. -- .-- GENERAL NOTES SHEET 1 OF 2 FINISH GRADE OVER TANK EL.= 99.0'±TOP OF FOUNDATION: EL. = 100.0'± I. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION PROVIDE RISER TO WITHIN 6" OF PROVIDE ZABEL FILTER MODEL A 100 METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE '0FINAL GRADE AT INLET AND OUTLETIII . aj� -_ - LaL- _ -_ -_ - EL. 103.0t - - - - -\'=_l" \1' 4' -4' -4'- \1 `4III III III-11 y' 14'-,I' '4- \' -\1' y - 11 4/ ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF THE BARNSTABLE - - - - - - - - BOARD OF HEALTH. 9" MIN. �. , _ _ ..... - _ BACKFILL ,- _: 36" MAX. - v BACKFILL_ _- - _.- _ , .'_ - _ _ - - _- - - - - - - _ _ _ _ . ._---.. -_. _ -._-__ ____ - - =.. 2 APPROVED Y TH - - __ - - - - - - - - - - - - - _ . _ ... _ ._ _ _._. _ ,_ - _ 1 ANY CHANGES TO THIS PLAN MUST BE A OVED 8 E BOARD ..`... _ _ - - - _ - -- - - _ =1 I I=1 I I=1 I=1 I - fLl=1 I I I I-III I I-11 I-s LOAM- I-III-I I 1=1 I I I I I I 1=1 I 1=1 I 1=1 I 1=1 I_L-I I�I I�I I I-J- I I-III-JJ-I I�I I - - - - 3., I�N�02.30 -- - - - - -- - -- --- - OF HEALTH AND THE DESIGN ENGINEER _ - _ .�^ - 4 fir-' I INV. EL. 1 1 rY Y � 0 O I x. ,. - _,..,�.., '-: ., ..-... ,- ,.., ..<:. , �i r' ..:,.., ,,.. .... ..,ya-. r r' , � c ,r r � �r. r� t7 yY .. , I r. rf s, +[ -3 �, ...: >r -V. .a_� i) .A ,. , .�. .i ,:. 1 n /y .,.x .'. S` a_ x. ,�.,✓ -.j.,'._ .. .- "a_-- ,.,:,. , .1: • ^^.,.,, r•:, X,- .,tv .f _..r...ryy .°-..St Z,�:%.a_ +,y' .5J ,4iR L..lx. is i.<_.. ''.,..,i� _. _. __. .._ - .-.. _ t _ J" .. ,..- > ,-- T. : , r"Y r°..v.._,_-..'?i. i"- .v"rbi +a'Y'v4 x ., .�::. - x , _ KFI _ I I r w _,, t 1.,. 4v r. 4 � > . . . _ CLEAN BAC LL, w a..,t , a _ r. ..,_ 3. fY . _ § e1, -v r-i x,x ..,^^-h 4 ,^ v Y` -N v- r -..,. , ._ 3 4 1 1 2 DOUBLE W HED STONE _. , �.:Yr.x r. rf_ s, .a .. .x 96.25 _ _.. I} 1... ., / / c_ _,.,... . z.:, a . a _ r .. USE 4 IN. SCH. 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE .. _-.._ .,.-. ..,_..,?� ,.,. .,,.. ,.. ,-,.. .., ._ .r_ I ,. ._ ,. ._ ,..; rri.... - � a T.. T . . .____ __ -/ _, - :.. ..,: .. _. � _...- _ ..:._ ,_... ..r , < -.. - ., ., .. ,.. I r�,4 t 'i� r r' r. r`�--: e4 r,,.. r,,., .,..�7.J,t::3-,�,�. _ _ _ r+), 1. III' __ v,'., <._. ,,,,_,ter, S., :,. �__., ,,.,._� Y ,. ,,.,,-, ,. .�,-.-<.�F,,z; i1 ,Ls.,,a, . -�, ,._4..f,..�k{; ..,Y f?. - BASEMENT , _;.; i ESHGw EL. s7,3o _ __ _. ._ :_-_ I -__ HGw Ec. s7.3 I - -__ EL. 101.30 - - - -1 I -1 I - - -1 I -r - - - i NOTED ON PLAN. _ 11 rr � "r - - �I i i I 1 1-I I I-1 1 1- 1 1 1- I I-I 1 i t _III III-I _ 6" 3" 3" 9" I� 4• 4, THIS ON-SITE WASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR USE WITH uaRlEs �f l 10" 2 A GARBAGE DISPOSAL. �. I<<:; �I _-, _ _L 1 i' `.- - I I 33' 20' -` 4 I . __ I !1 _(;' I - , 4' MIN' 5. ELEVATIONS AND EXISTING CONDITIONS ON THIS PLAN ARE BASED ON FIELD ;': , - ALARM ON - EL. 94.5611 '�I UNDISTURBED EARTH R I I 1-96 23' - - 1 1/4" SCH. 40 PVC COMPACTED BACKFILL 0 SURVEY AND PLAN BY YANKEE SURVEY, MARSTON MILLS MA DATED JANUARY 29, -7-, d 1=96.50' 1 48' PUMP ON - EL. sa.os s , -- DISTRIBUTION LATERAL ' .' .�..� 1 MINIMUM PUMP OFF - EL. 93.73 .. _ - - 2001. .-: ; . , 1 I J ` I ' - 3" DROP V- ,NLET TEE �- ---= UNDISTURBED EARTH OR SLOPE TO BACK DRAIN _ _ -. 1 --- I-- _ - w- SET PUMP ON 12 INCH CONCRETE BLOCK ----� COMPACTED BACKFILL TYPICAL DISTRIBUTION LINE PROFILE _ESTIMATED SEASONAL HIGH WATER EL. 97.3 6. CALL "DlGSAFE" AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION -1 I i--I I - I - - ___ III_ + MOTrLEs - TEsrPIr 101 TYPICAL FIELD SECTION AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES NECESSARY TO 7Ii1-=I11_--� I � - "- >Y ' ` >; � _.6" CRUSHED STONE k� 3 r";�___ -- FIELD VERIFY LOCATION OF EXISTING UTILITIES -' I- -- ` ` 6" CRUSHED STONE 1 B TYPICAL DISTRIBUTION LINE PROFILE A FIELD SECTION 1 , ,_-� , CAI _ I- _-�i1-1 -1 � 1 -1 � 1-fi�'�-�r,��1- � In ' i- �_=-� I ,-= I i --1 I I---1 11-==1 I I-= I ! I--==I 11�- 1 - , I LEACHING FIELD DETAILS -III^1 �-) 1 , DISTURBED EARTH OR COMPACTED BACKFILL �I I - 11-- . �--Ii�� -1 I � I I�I I I-I 7• PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL POINTS ' �,''` , ''' I I!?'�' 1 1 I ''IiII I i' ' f I i-;i; Nor-TO-SCALE WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. 1500 GALLON SEPTIC TANK PROFILE - H-10 1000 GALLON PUMP CHAMBER PROFILE - H-10 g. REFER TO SITE PLAN KEY NOTES FOR LOADING CAPACITIES OF INDIVIDUAL SEPTIC NOT-TO-SCALE NOT-TO-SCALE PROPOSED 1500 GALLON CONCRETE SEPTIC TANK PROPOSED 1000 GALLON CONCRETE PUMP CHAMBER SYSTEM COMPONENTS. LENGTH: 10'-6" WIDTH: 5'-8" DEPTH: 5'-7" LENGTH: 8'-6" WIDTH: 4'- 10" DEPTH: 5'-7" 9. ALL STONE TO BE DOUBLE WASHED AND FREE OF DIRT, DUST AND FINES. MODEL # 1500 H- 10 BY ACME PRECAST OR EQUAL MODEL # 1000 H-10 BY ACME PRECAST OR EQUAL INSPECTOR: DONNA MIORANDI - -- - -------- SOIL EVALUATOR: ED STONE ---- 10. THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPANCIES FOUND IN i. DATE: 22-Mar-00 SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE DESIGN ENGINEER. .; 1 to 7 � - r TEST PIT NO.: 1 11♦ l 1- ,, 1/ I �; I � � .� MONITORING WELL DATA _ __ ^� .- " � '�� �� �' ,'•- � � r' � GRADE @TEST PIT: 99 ' 11. CHANGES TO EFFLUENT FLOW, GRADING OR LANDSCAPING EITHER ON-SITE OR s I ESHGW: 96.03 _ -----� 40 ' 0 -yy �& � 1'1 r PERC RATE: <2 MINJIN. ADJACENT TO THE SITE OR FAILING TO PROPERLY INSPECT OR PUMP THE SEPTIC -� w« � '!' " ". - „ ' DEPTH OF PERC: 156" TANK MAY EFFECT THE PROPER FUNCTIONING OF THE LEACHING SYSTEM. i 4 a *r TEXTURAL CLASS: I o „ 7 «. ,. . t p wO w Ifi � � 4L J- J- •U ,y 4, J/ IV84 52 00 E ' ` "� _ 12. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK EVERY 2 YEARS. H GHWA Y 165. 32 fi ell, _b_. 6A - 'STA E I E M E N T - ;_ = , ~ Mjvk,.1 / �" 0.0 ' 99.0 13. THIS PLAN 1S INTENDED TO ADEQUATELY PROVIDE THE INFORMATION NECESSARY TO ROUTE O F P A 163.35 ,, y� ��' � � �"` � �, �'* �ji « � � " 1, ��I �,. t� �',�.�,(�� A LAYOUT AND CONSTRUCT THE PROPOSED SEWAGE DISPOSAL SYSTEM REPRESENTED (4 0' WIDE ) E D E 36.12' MHB MHB „E, > �' e : -.�h � 1a � ON IT AND SHOULD NOT BE USED FOR ANY OTHER PURPOSES. D4 IVI94 T 4 20 i14. 00 I FND. FND. + .. i I / ems, rV1 �► tt :- '/ t . , LOAMY SAND 113•24 jpp � / 41 -" 0.8 ' 10YR4%2 98-2 INSTALLED BY: JH DATE: 3119101 ZONING & RESOURCE PROTECTION NOTES }',�^ ice; r I I- L r }` 1. ASSESSORS MAP#: 335 PARCEL: 031 L a OAMY SAND N " , ., OWNER OF RECORD LESLIE AND VALERIE HEMMILA 10 � � Cam, , '�;, �' -•-, 10 YR 5/6 BENCHMARK- *111\__ 0 a .. ' 1 I € F- -.#•.. * ADDRESS: 4019 ROUTE 6A, CUMMAQUID MA �:,� ,^ 99 N ,_,. 1.8 97.2 ZONE: RESIDENTIAL - RF-2 TOP OF F'OUNIDATION t _ `- O ° - EL.=100.P(AS,SUMEI) o... i , �? /��,I ; ` Y ra ,,; C> ti �'1\ (� s.. v, .,. ,, °I � y* MINIMUM YARD SETBACKS: r1 w ;, A.M, 335 31 ti ` tr FIELD MEASURED / �j V =- ;' ,�- r �� ¢`" SILTY LOAM FRONT: 30' � - �, �.�.,., - .._ TOTAL AREA = �j � 9 • 0-1 ,� _ _ t _ ' :�. � •• t "-) 10 YR 614 GROUNDWATER ELEVATIONS SIDE: 15' q EX I 9 s 194±SQ,.FT � � �j 4 y $ �____�_�__ 6.0 ' 2 93.0 REAR: 15' ` LOCUS P�. AN 3129101 EL. 96.03 e.o' DE I; PERC TEST<2 3. THE LOCUS IS LOCATED IN FLOOD ZONE C (AREA OF MINIMAL FLOODING) AS SCALE: 1"= 1000' 110 m , X MIN./IN. SHOWN ON F.I.R.M. MAP 250001 0001 D DATED REVISED 2 JUL. 1992. 3/19/01 EL. 95.44 fr �° 100' . _ _ FINE SAND 4116101 EL. 95.27 4, THERE ARE NO SURFACE WATER SUPPLY OR GRAVEL PACKED WELLS WITHIN 400', ASPHALT I i7L ""'---__- INSPECTOR:LEE MCWNN- INSPECTOR LEE MCCONNEL - 1O YR 7/1 2 O 1 EL. 95.35 NO TUBULAR PUBLIC WELLS WITHIN 250 . ' II �'*? � "; "' DRIVE � SOIL EVALUATOR:PAUL CAREY - __SCIL EVALUATOR PAUL CAREY / / 3 1 .� '" _ DATE: 06-Sep -- DATE 0 .._ _. 9. 0. - - - TESTPITNo 102 C3 9 5. NOT LOCATED IN A GROUNDWATER OR WELLHEAD PROTECTION OVERLAY I TEST PIT NO.: 101 SITE I S .� is ,- GRADE TEST PIT: 99 GRADE @ TEST PlT 98.E •` { 0 '" '' - - -'-- OBSERVED G W MOITTLES 96 75 v - x •, �-a"``..-. 4`,_�'-r �J OBSERVED G-W. 97 25 _ _. DISTRICT. r ; { �' I � ._PERC RATE. 3 MPI I .. PERC RATE�;WA 'ter DEPTH OF PERC 7.2 FT: DEPTH OF PERC'.WA LEGEND': 4 � � � : V CONNECT TO XISTING 8" CLAY �• COARSESAND INSPECTION NOTE ` � �l PIPE TH 8" SDR PIPE1 7TEXTURAL CLASSI TEXTURAL CLASS'I ^ W r `;O s V. � - : _. 10 YR 616 N i � 9. ' �fi + �� PROVID 1-FT IA. CATCH � WF1 0.0 ' 99.0 0.0 ' 98.5 q �� = '� 1 4^ 1=96.6' SIN WIT IN. 1-FT SUMP ° A A a �... LOCAL $OH VARIANCES W ,,, . ___ _ _- TP x , ^�.y, �:. (SEE SHEET 2 FOR DETAIL) {,� SANDYLOAM i SANDYLOAM "-"``" DEEP SOIL OBSI£RVATION HALE 13.0 C3 86.0 _ THE � S���� y .: - - 10 YR 3/2 o -,... 10 YR 312 0.8; 97.7 0' 1 4 _ _ - _ - _ ___ M. o f 0.8 98-2 5/2/0 EL 93 8 REGULATION REQUIRED PROPOSED t=96.8 w`W_-,_ I3' }-"r- g �' WF2 B e q L-5' � PROPERTY LINE 5/21/01 EL. 93.40 '� I t 1 =0.02 Y .£ sANDYLOAM 5125101 EL. 93.40 SECTION 1.00 - THE "100 FOOT" REGULATION 100, 87' O - � � SANDY LOAM 10 YR 3/3 ; te a 10YR313 i X 1 T ATI �.. 6.2 SPO E EV ON 72 0 �' 10 / r' 28 95.7 3 L 100 � ti d __ ,.._..-. all. 96.2 _ ,. j f� - 2.8 ? 1 N __ _ ___ -.„ q i I. 1 S Y -n.. `, SILTY 36" EXISTING CONTOUR TITLE 5 - LOCAL UPGRADE PROVISIONS .t 0 36 LOAM �, �1 ,, _ 8 PIPE SILTY CLAY 10 YR 6/4 €; 'FLOW FOR 3 BEDROOM HOUSE _ . _ -- _._ . - - . 92,3 .-.,, . PROPOSED CONTOUR _--__ _-.__.__ (� �O Q . � ,I 97 WF'3 LOAM - 2 36 REGULATION REQUIRED PROPOSED /; 10 YR 6/4 c0 _._ . , r 7 d T7 ' 91.3 USE: SINGLE FAMILY cfl ,.__._.- _ __._..,,.. .,_ ._._ -. _,_ _.__,,.-,__,__,._. - -,- .. - ___ -_1..-.,... . .- ._._,. ,. _,. �.-, .-............ - - �.. .-,____ _...-,__ ..... ............ ........-_. .., .T. .. Aj� o LOAM-•-•,-.._____ 310 CMR 15 212 D '' . z NUMBER OF BEDROOMS: 3 (b , k. i ��'2 a PERC TEST 25/5P° DESIGN FLOW: 110'.GPD/BEDROOM GROUNDWATER IT . . ,..,,., _ - ., __,..- _-_z 98 7MIN/ - ....- - TOTAL DAILY FLOW 330 GPD c ___._ _ - Io1 4� - 3 GARBAGE DISPOSAL: I NO 1 _.._ _. ..,,_._..._ r. ..,, W.. .., • EP VARIAN E 0o SITE PLAN KEY` NOTES MAss. D C s 1 SAND I , -.._-- -... . -._-.__ -- , ____, __ _ -__. _.- --,., ,,, r -�'s SAND .. ,.., ,,,. . " .,..._,.. __. ._-",-- . _-.,----",-,-,.---..,"_,..,..----.,-,_,,. _ . _ _K._ .,_,. -_ ,- _.,..__ ... ....,.._ . "_.„ 5 YR 3/4 1 1 A SEPTIC TANK N-1 SEPTIC TANK , ;.. - H PROPOSED goo GALLON sEP c ©) I1 H PROPOSED DA. AND 0 _ ....__.,_ .,_:_..,___....,._.,_ ._.,_.,__....__.._. .. ..._ r ! RO OSED 11.7'' 87.3 13.0 ' 85.5 REGULATION REQUIRED PROPOSED 11 { s (SEE SHEET FOR DETAILS) _ _ ,_. - ----- .-- .., ,, 1 1 ,. _..... ............ ..... o._ 1 2 ,� H : H�V 'PROPOSED 100f7 GALLON PUMP C AMBER {/ 1l) 200� OF TOTAL DAILY FLOW= _.___ .. .. _.,_._ NONE t. , � 2 X 330 GPD: 660 MIN. - - . .. _,.._ - -. _.,.,._.,...,_,. 1.1 .., n._-- _.-. , , 11 cD 100 ,� 3 PROPOSED 20 X 3 3 L€ACHING FIELD USE 1,500 GALLON SEPTIC TANWEFFLUENT PUMP CHAMBER (STEP) co d _._._-. . . -.-.,._ -----.._ _. .. -.-.__ _.,- .. --_.. _ _ I HOUSE R r ,: 4019 b PROPOSED VERSA- LOK RETAINING WALL SYSTEM _. = 1 SOIL ABSORPTION SYSTEM . O _.__,.. ,..-..._.- --- . -..-_ -.. _,.,- ... - '----- -------- -. ,._ -, -_ cp °; ti JH JR AS-BUILT DRAWINGS F=. __ . _. _ . -, _."•...•,... _.- ... ,,,,. _.. .__ 5 2/24/03 100' - EXISTING ;SLATE PATIO TO BE REMOVED _: LEACHING M NG SYSTEM USED FIELD ;- - P SOILS SEWER SAS UPDATES :`�" DESIGN PERCOLATION RATE: , <2 MIN,/IN , ,r: s ` T R M IT R! W _.__ _ __.._ _. __ _,. ..-_._._.....- .._., __..___- _ _ cfl 1� RELOCATE 8 PVC PIPE GROL1NDkYA E ON O NG ELL 3 8/17/01 JH PC SAS UPDATES A SOIL CLASS: ,;I "I10... B ,_,_, <_.... , . _, _,._..-_--- ___ _- _,_ -. - -_,_ ,-__ , -•_ ,_,_ _-_ - _ _• .---- -,- f! - - - AS SHOWN 2 8/14/01 JH PC SAS UPDATES PT N RATE LTAR : 0 5 GPD/S F. TO BE REMOVE OR LONG TERM ACCE A CE ( ) _ _ �' - - - - - - STI 7 EXISTING.` 10Q0 GALLON SEPTIC Ti _ _ .. ,___._ _ _ _. _-._ .. a% '�-` 20' C - - - - - A1IC)tl�lEf3 IN PLACE IN' ACC0RDi4r1E WITI1 -3--1 CI4�1# . TOTAL AREA REQUIRED- LOCAL CODE: 660 S F. 1 8/13/01 JH PC SAS UPDATES L . . . . , - - - - - � 1 .r. �' __ PCI 1 354 TOTAL AREA REQUIRED - TITLE 5' 660 S F REV. DATE BY APP'D. DESCRIPTION rn t FENCE - STO _._ :,,., ._ .-.,._ .. ,,. _._ . . . _,_.. ,,. SHED HSE PCO EXISTING LEACHING FIELD' TO BE ALA ONED IN PLACE _.. _. ..,, .___ _.-_____ .."__., ._. ....__.. _ _. _. , _ .._., _ w;, - rorAL AREA PROPosED __, PROPOSED SEPTIC SYSTEM UPGRADE 4 - - - £: - - - 72 f ° d� - _ _ _ 9 ' . EXISTING 8 PV., PIPE TO BE RELOCATED AS SHOWN ON AREA: 33L x 20W : ' 660 S.F. LOCA ED A o., - - - - - _ 1% _-- PLAN. -_.__ ____ _._ ._.-._-._ _,.._._ __-._..._ .._.__-_ ,._.__-.._ ...___,_.._ _ `� CB '� __2 - TOTAL ALLOWABLE FLOW: 330 GPD 4 ' YVD. "I II __. �� PROPOSED ! 4019 ROUTE 6A M. �,, `, , 1 _ �' LEACHING of PROVIDE HAY BALE AND SILT FENCE AT THE LIMIT OIL I CUMMAQUID, MA `., ) 'USE 1 33 L x 20'W LEACHING FIELD t, 355 30 WORK A DETAt D.• 1�1 _ . ............. _.. _- .__.._., _ •; / FIELD S LE � VWFL,3 'I-f / f ✓jf r�l L.C. PLAN 4279E A -,: ` L___-_ 11 PROVIDE 45 MIL RUBBER ROOFING MEMBRANE OR OTHER PREPARED FOR: ^_ ,, '", S�0 `9c�•:. CTF• 13 45 4 .h 3 SL117ABLE IMPI PIOUS MEMBRANE APPC�Q 0 13Y' THE MR. & MRS LESLIE HEMMILA � `� ____ -._- ���,, CB N/F REILLY, WI AM A. DESIGN EN 1 1EEt~' FROM EL. 1 f 1,1 T- EL. 96. 1 1 '� �.' / FND. & MIRI M AROUND 'THE 'STEM AS SHOWN ON PLAN. EXISTING PROPOSED AS-BUILT SCALE: 1 " = 20' DATE: 17 JULY 2001 - 0 10 20 40 80 FEET V FL2 I AS-BUILT TIES, IN FEET FROM A & B 12 -'REMOVE ALL UNSUITABLE MATERIAL IN T�� ARE,r4 �( It SHE TOP OF FOUNDATION 100.00 I�,� A.M. 335/60 5 `� �'� CB STRUCTURE A B ' '"�" ti` FND. PROPOSED. SOIL ABSORPTION � I�A9 IN >��II!)Il�l -AN .AREA INVERT AT FOUNDATION VARIES i �3�3,�;. / SEPTIC TANK INLET(STI) 18.2 18.3 SEPTIC TANK-INLET 96.50 ' <•'a �++ PREPARED BY: PLAN 263, 50 N7��41 4 OF 5-FT' IN .ALL QIRECTIC?NS . j_1R0M ,THE I,!5VRW, 0 s f' �": "Q�L l,; LOT 2 SEPTIC TANK OUTLET(STO) 22.7 14.5 ( GHI � ?T0RII11j DIM IISIO(IS, ) O SEPTIC TANK-OUTLET 96.25 i,<,-0 a 1� -, Horsley & Witten, Inc. VWFLI PUMP CHAMBER INLET(PCI) 29.7 15-9 DTRMINE[ g TI Ijj(� I EI+I(>INEfk� *R PUMP CHAMBER-INLET 96.23 yx Ty' ., a PUMP CHAMBER OUTLET PCO 31.7 20.4 BOTTOM OF CHAMBER 92.23 " _ �� " ( ) G IxI (I? I�� , , I7"LE 5 OIL EVAL#JAT aURING ,� � y.: Environmental SerV/CGS D. 596/572 . LEACHING FIELD CORNER 1 60.8 53-8 PUMP OFF 93.73 '+ 11 LAN CTftTIrN. REPLACE UNSUITABLE Sty#' WITI CLE,4N N/F KELLY, BERNARD R. LEACHING FIELD CORNER 2 57.8 56.8 SA1 %L PEI 31 Cl CMR 255ff3 PUMP ON 94.06 y Sextant Hill Office Park SAtE: 1"=20' � LEACHING FIELD CORNER 3 90.6 89.3 L 1, ALARM 94.56 90 Route 6A LEACHING FIELD CORNER 4 92.6 86.8 - LATERAL INVERTS 101.80 SYST�'M'� VENT `(SEE DETAIL ON SHEET 2) Sandwich, MA 02563 BOTTOM OF SYSTEM 101.30 ,4(/03 AS-BUILT LOCATION BREAK OUT 102.30 y+ �l phone: 508.833.6600 ESHGW 97.30 fax: 508.833.3150 __ _.- _____ Drawn By: JEH Designed By: JEH Checked By: PC JOB No. 998 SHEET 1 OF 2 FINISH GRADE OVER TANK EL.= 99.0'± GENERAL NOTES TOP OF FOUNDATION: EL. 100.0'± UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION PROVIDE ZABEL FILTER MODEL A100 METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE PROVIDE RISER TO WITHIN 6" OF FINAL GRADE AT INLET AND OUTLET. EL. 103.0± 4/ q/ \1/ 4,, \1/ \1/ \j/ \P I I/ \V q/ ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF THE BARNSTABLE BOARD OF HEALTH. ---------- ---------------------------- ---- ------------- ----------- ------------------ ------- 9" MIN. ---- -----36" MAX. aACKFILL - ----------7..:------ --------- ----- __. -_.... _7�:_: - -7-:-7-: - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD-------- -------------------------------------- ---------------102.30 3" HEALTH AND THE DESIGN ENGINEER. " II0 INV. EL. 10 1.80 77 I 314 1-112" DOUBLE10 ..............MIN.-- 6--CLEAN 'I I I I I- ;1_ 4, ., _ EL 101.30 3. USE 4 IN. SCH. 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE 7 11 I 1 1 1 17, -U-1 777 1 1 1-1 1 1 1 1 1 1 1-1 I I-BASEMENT NOTED ON PLAN. - - - - -- III- .Ill- - -"_ 3 3" 9"� 4' 2r 0. A GAR3AGE DISPOSAL. L 1 14' 33' 20' 4' MIN. 5. ELEVATIONS AND EXISTING CONDITIONS ON THIS PLAN ARE BASED ON FIELD UNDISTURBED EARTH OR ALARM ON - EL. 94.56 a - 1_1 j 1 114 SCH. 40 PVC SURVEY AND PLAN BY YANKEE SURVEY, MARSTON MILLS, MA DATED JANUARY 29, 48" PUMP ON - EL-94.06 COMPACTED BACKFILL DISTRIBU77ON LATERAL 2001. IMINIMUM PUMP OFF - EL. 93.73 ISLOPE TO 134CK DRAIN INLET TEE 3" DROP UNDISTURBED EARTH OR COMPACTED BACKFILL I ESTIMATED SEASONAL HIGH WATER EL. 97.3 SET PUMP ON 12 INCH CONCRETE BLOCK TYPICAL DISTRIBUTION LINE PROFILE 6. CALL "DIGSAFE" AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION (MOTTLES - TESTPIT 101) TYPICAL FIELD SECTION AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES NECESSARY TO FIELD VERIFY LOCATION OF EXISTING UTILITIES. IE CR IUSHED SION Y^B -,TYPICAL DISTRIBUTION LINE PROFILE FIELD SECTION IIINPI �UR LEACHING FIELD DETAILS I7. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL POINTS MPACTED f NOT-TO-SCALE 100z 0 WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES.1500 GALLON SEPTIC TANK PROFILE - H-10 1000 GALLON PUMP CHAMBER PROFILE - H-10 8. REFER TO SITE PLAN KEY NOTES FOR LOADING CAPACITIES OF INDIVIDUAL SEPTIC NOT-TO-SCALE NOT-TO-SCALE SYSTEM COMPONENTS.CONCRETE SEPTIC TANK LENGTH: 10'-6" WIDTH: 5'-8" DEPTH: 5'-7- LENGTH: 8'-6 WIDTH: 4'-10" DEPTH: 5'-7" 9. ALL STONE TO BE DOUBLE WASHED AND FREE OF DIRT, DUST AND FINES. MODEL # 1500 H-1 0 BY ACME PRECAST OR EQUAL MODEL # 1 000 H-1 0 BY ACME PRECAST OR EQUAL 10. THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE DESIGN ENGINEER. TEST PIT DATA MONITORING WEL I11. CHANGES TO EFFLUENT FLOW, GRADING OR LANDSCAPING EITHER ON-SITE OR ADJACENT TO THE SITE OR FAILING TO PROPERLY INSPECT OR PUMP THE SEPTIC INSPECTOR: DONNA MIORANDI SOIL EVALUATOR: ED STONE TANK MAY EFFECT THE PROPER FUNCTIONING OF THE LEACHING SYSTEM. IDATE. 22-Mar-00 r 4f 4 052,00"E k �"'r , TEST PIT NO,: 1 z, 12. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK EVERY 2 YEARS. N84 HIG H WA Y 165.32' GRADE@ TEST PIT. 99 STA 6A V E E ]V T ESHGW.' 96.03 j?oUTE 0 F pA 163.35 1 PERCRATE <2MINAN. 13. THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION NECESSARY TO MHE 3(4 O' 19DE E MHE LAYOUT AND CONSTRUCT THE PROPOSED SEWAGE DISPOSAL SYSTEM REPRESENTED IE D 3 - 2' lip DEPTH OF PERC: 156"FND. FWD. ON IT AND SHOULD NOT BE USED FOR ANY OTHER PURPOSES. ,'04'20"E TEXTURAL CLASS: I ]V84 4. 00 1924 _/00 ZONING & RESOURCE PROTECTION NOTES 0.01 99.0 A 186-80' lox ASSESSORS MAP#: 335 PARCEL: 031 OWNER OF RECORD: LESLIE AND VALERIE HEMMILA ILOAMY SAND It IADDRESS: 4019 ROUTE 6A. CUMMAQUID.. .......... 99 10 YR 4/2 0.8 98.2 LN ZONE. RESIDENTIAL - RF-2 B 2. IMINIMUM YARD SETBACKS: A M. 335131 LOAMYSAND FRONT. 30' FIELD MEASURED ...... .... SIDE. 15' 10 YR&6 GROUNDWATER ELEVATIONS TOTAL AREA 98 1.8 97.2 REAR: 15' '194.±SQt:FTT 3129101 EL. �6.03 W.0, '3. THE LOCUS IS LOCATED 4N FLOOD ZONE C (AREA OF MINIMAL FLOODING) AS SILTYLOAM 10 YR 614 SHOWN ON F.I.R.M. MAP 250001 0001D DATED REVISED 2 JUL. 1992. 3119101 EL. 95.44 6.0 93.0 10( 4116101 EL. 95.27 4. THERE ARE NO SURFACE WATER SUPPLY OR GRAVEL' PACKED WELLS WITHIN 400' AS,6HALT C;2 312 1 IP 1 EL. 95.35 NO TUBULAR'PUBLIC'1� WELLS WITHIN 250'.DRIVE PERC TEST<2 C9 MINAN. 5. SITE IS NOT LOCATED IN A GROUNDWATER OR WELLHEAD, PROTECTION OVERLAY DISTRICT. CONNECT TO. XIST7NG 8" CLAY FINE SAND PIPE TH 8 SDR P/ 10 YR 7/1 INSPECTION NOTE ROWDE 1-FT DIAL WFI CA T BASIN WITH MIN. INS P EC TOR L E E M CC ON NEL 1-FT 0 SEE SHEET 9-0 C3 90.0 LEE PAadAREY FINAL CONSTRUCTION INSPECTION OF ALL SYSTEM COMPONENTS INCLUDING 2 FOR,.DEfA10 ....SOI,.L.EVALUATOR:.PAUL CAREY D4TE:06-Sep-01 bAtE.';66-Sep:01 GIBSERVATIQ INVERT ELEVATIONS ARE TO BE CONDUCTED BY THE DESIGN ENGINEER AND THE REPRESENTATIVE PRIOR TO BACKFILLING SYSTEM. C\i .............qF�PE 0 TEST PI .198.0 512101 EL. 93.48 TEST PIT., 99 OBSERVED G.VV MOTTLES 096.75 COARSE SAND 6.8 WF2 OBSERVED G.W 97.25 PERCR4TE.-;3 MIN ....... ................. PERc RA fE:NiA 512 1/01 EL. 93.40 VARIANCES DEPTHOFPERC.,�NIA=0.02 TEXTUR4&LA§S:I 5125101 EL. 93.40 DEPTH OF PER& 10 YR 616 LOCAL BOH VARIANCES ............. .......................10, 13.01 REQUIRED PROPOSED ;99.0 86.0 IC3 ;REGULATION X A I Tj A � E S NG:1 CONT 36 :SANDYLOAM 8 plp,� SANDYLOAM ISECTION 1.00 -THE 100 FOOT" REGULATION I 100, 87 10 YR 3)2 0.8 97.7 WF3 0.8:, 10 YR 312 98.2 B 100, 72' ..........B ..................... ... ........ ........................................................... ..................................... ................DESIGN DATA ................................... ..........SANDYLOAM D,.......................SANDYLOAM 10 YR - LOCAL UPGR ION TITLE 5 . ........................................ ............FLOW FOR 3 BEDROOM HOUSE.................. ................ ....... ........ ...................... ................................. .......... ........10 YR 313 2.6 95.7 cl: ......... ............................ .......... ................... ........ ..........98 2.8 96.2 87. ........ USE: z SINGLE FAMIL� . REGULATION REQUIRED PROPOSED ................. .. . ...........NUMBER OF BEDROOMS: ::SILTY CLA Y 4,600, .. ......... ................LOAM SiTELANXEY SILTY CLA Y �310 CMR 15.212 (b) DEPTH TO 10 YR 614 DESIGN FLOW. 1.10'GPD/BEDROOM 92.3 ............. ...................... .............. .........6.2 51 41'330 GPD CV �SEPTIC�:�1 TOTAL DAILY FLOW LOAM PROPOSED 1- IA. HANDHO L -6 ............. ............ ......... ....................................... ................ GROUNDWATER 10 YR 614 ......................................... ............................................................................... ................ ...............FOR DETAILS) GARBAGE DISPOSAL: , NO(SEE SHEE7 ...........7.7 91.3 ....... .................. .............. ............................... .. .................... .. ................................. ................ ............... ............. ............ ................................ .............C2� LOAM LLON��';PUMP ........... .................................. ................................. ........................ MASS. DEP VARIANCES 2 515PD TANK PERC TEST .................. ............ ................. .......... ............. ... ............... 7 MINAN. 89.5 9.0 ............................ ..............100' kOPOSW:%20 : 33:,��LEA CHING f ..........I.............. REGULATION................ ....... ........... REQUIRED PROPOSED 1z C 3 200% OF TOTAL DAILY FLOW ........... .................... ................................2 X 330 GPD: 660;MIN.4 PR P SEDA�S SAND .......................... ...........SAND ...... .......... NONE M 5 YR 314 USE 1,500 GALLON SEPTIC TANKIEFFLUENT PUMP CHAMBER(STEP)5 YR 314 ........... ..................... ................ ........... .......................... ............. .................................... ............A EX I TING 11.7 13.0 8&5 4 9/12/01 PC PC SOILS, SEWER, SAS UPDATES ..........S OIL A BS ORPTION S YS TEM .................................................. . .........P D.WATM:�"MONIT.O.R�I.NG:"W.E".,L RELOCATE 8" P FIFE AS SHOWN ................. ................. JR PC SAS UPDATES 2 8/14/01 LEA CHING S YS TEM US ED:... ..... .................... ...... 000 GALLON IAN ............ 1 8/13/01 ---JF---VC- SAS UPDATES .......... .........................DESIGN PERCOLATION RATE: <2 M/N.11N.-ABANb6Ntb;: IN:'ACCORDA .................. .................................... ............. ............ DATE D. REV. ..............FENCE SOIL CLASS: BY APP DESCRIPTION LONG TERMACCEPTANCE RATE (LTAR): 0.5"GPD/S.F.SE H ............... ............... .............................................SHED LOCAL CODE: ; S.F. TOTAL AREA REQUIRED PROPOSED SEPTIC SYSTEM UPGRADE 5:....................................... .................. ............. ............ITOTAL AREA REQUIRED TITLE F. 72' LOCATED AT: ................ ............ ...................... ........ RECEIVED CB REA PROPOSED:--------- ........ 4019 ROUTE 6A 14 M. P ........... ........... ..........ND AT:`THE:;0MfT DF::�:;.! CUMMAQUID MA AREA: 33L x 2OW: 6 0 S.F. .......... ..................... ..................................355130 2001 TOTAL ALLOWABLE FLOW: 330 WORK VW11W L C. PLAN 42796 A TOWN OF BARNSTAeLE PREPARED FOR: ........... 11=1LTH Ep,, .......................... .......... .................... .................. - -- ..............-RUf FING 'M MBRAN DIE 4511MIU�� 3&tk 45 us CTF 1 E 1 - 33 x 2OW LEA CHING FIELD EMBRNE; A'OVED, ...... .......... MR. & MRS LESLIE HEMMILA AL NIF REIL L Y, M A. .ESIGN: tN t CB SCHEDULE OF ELEVATIONS SCALE: 1 20' DATE: 17 JULY 2001 ON 64�`A f::SHO FND. & -BUILT EXISTING PROPOSED AS 0 10 20 40 80 FEET . .... ..M. 335160 UNSUITABLE.%;WATE-RIA,A. CE TOP OF FO UNDA TION 100.00 ............. ...........)POSED���SOIL ASS;ORPTION::�:�SYSTEM INCLUDING AN �AREA INVERTATFOUNDATION VARIES JN_ALL D SEPTIC TANK-INLET 96.50 111111 -T"OF PLAN 243115O NSR_ Ht��'PROPOSED' :: OUTLET A,:'�.�DEPTH ,T LOt 2 SEPTIC TANK 96.25 Horsley & Wiften, Inc. &ETERMINI 0 2 G b § 4 G1NEER`A#tR. DWARD PAUL PUMP CHAMBER-INLET 96.23 VWTZ1 E q :UCTING UATIQ Environmental Services BOTTOM OF CHAMBER 9223 CAREY D.- 5961.57 _C&:�UN5. ITABLE �50. 93.73 CIVIL Sextant Hill Office Park PUMP OFF'ALE.NIF AELLY, BERNARD R N ).41 PUMP 0 90 Route 6A N 94.06 ......... ALARM 94.56 Sandwich, MA 02563 LATERAL INVERTS 101.80 phone: 508.833.6600 V, f� BOTTOM OF SYSTEM 101 -- fax: 508.833.3150 BREAK OUT I 1 102.301 1 Drawn By: JEH Designed By: JEH Checked By: PC JOB No. 998 ESHGWI 97.301 __ _ _ _--- -___ __ _ _ _ _ -- GENERAL NOTES SHEET 1 OF 2 PROVIDE RISER TO WITHIN 6" OF PROVIDE ZABEL FILTER MODEL A100 FINAL GRADE AT INLET AND OUTLET. 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE y- ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF THE BARNSTABLE 6" LOAM - II= ^,- -- = - � - _ _ _III � - _-_.. ._ M-- - ^_ - -� \I/ \L \L \L �L Ii/ �L \L .I/ .I/- �L .V �L +- \L .I/ Ji - _ :,.. -10 MIN _ CLEAN BACKFILL- -«-„_- 1 6 92 _ _ _. _ _ _ _ _ _. '_ . _ _ _. �`.�` = EL. 101.97t = - - _ - - - - - _ - - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVE BY TH---- D E BOAR BASEMENT J , 1.-- . _M _ .., _. _. _ _ _ _ _ _ _ _ . _ __ _ _ D I _ __ _ ._ -. _,_ __ _ _ .._ _ _ _ _ - _ _ _ _. ---- --- - - _ _- ____ _ .____ ___.______-______,__ _____._._.,__, _.__._.__ _,.,_. _ _..______. __._.._. .,._ _ ___.__ OF HEALTH AND THE DESIGN ENGINEER. --- 9.6:03--':._ _ __ _ _ "'__`:_- _-_-,_ -__-,.. --M-_-._.-_-._-__:~_ BACKFILL =-_,_-_: -_w _w___ _.___-_.-.--_.-_.'_-_- -._:M-_ -._-_, _._._ _ ._.,_ _w_.....__.._._._.______._.____..___ ____ _.._._.-_._.__..._.._.____._.____..-_.__._w.____. :.::., -' _ ____.___ _______ _.._ 36 MAX. ,_._,_ _..__...,_, _ _ _.,.. _.. __ .____ ._____. - __ -__,_ ._BACKFILL.__ _ -__,__. __._.-._.____ ____ __.-,_,___ __,_ " " - _ __ _ - __, ____.-_- _ _,___ ,. ____...__ ,....-__ __ ,.___ ,_ _____ _ __, _ _,.,.-__--„ ___ . ___._ _.,__ _.____.__._ ..__..-_ -_- _...-_„_--.,__,,. -_ _ -_,.-,,-,_- ... -_- ___-_,-,-_,_,.__,_..._--_._ _.__.______ _ _ ,_._ . , _ 6 3 ` , _ _ _. .._ 3 _ _... _ _. ,:_I- _ _.__-_. ,. ._._ _ ..._._. ______ _ _ _ v.__„_.__._ __ ___-__.._ _- _,_-._-,__,. __., __- __ _ - EL. 101.11 - - w-•.._.,__ -__- --_ -_ _.-,_- ...__-- __ __._ ._-_-_._-__,.--__-,__,__. ---_ _ t ,• - _ - - - - _ 0 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE I �$ :+: -,._- - _ . 3" PEASTONE 7 r rs. d :u a s - _. _, _ ... w , > - NOTED ON PLAN. _ _A,, urn ry _. s r - r� s- c .-_I y r �,A • t( _ _ EL 100.55 t t, < ' x ... ... 14 _ _: ♦ € f 1GW EL..,96 D 3. {}/ } .. c .. 1_ 2,,,' x"' ,� - P' _ n " .>,_. ;-: 't R'..^5.r _ - r Y t.A .-.YF`� , ... •"J,.t �` r' ?„x j.r ,.'S,e .' r �, . --"r ESHW:EL, ,. s, _. _ _ I I _ _ � v, , _ III " :. ._ ,-- u _ _. `„� ,.< r 3 K 3/ /2 DOUBLE S ED S 0 E, . ..a 5 r. _, ,.�� �• -- r �, r - - , ,�• t 6 ' .'•.•... �- .-_. __ : __ _.. .... ._ ... -� r,.�t,a'c,. ,2,J-+: "M-'` r{ S.'''' 'Y. - "ta" n->..,-4 °•y ,� •'.,.,`•;r�" -f�" �., _r' ri-""".' r',.]' `�. :-z:.-':r'� t'y`�' as _-r-,. Ft�" "*N.. '.5,;.,:' .-._. .s�.A�.r ty ''z.� „r's.r.:... •.,��..`}.4.f`'`; .;.., ,r; .r!'t't�,"'`s:." .`n. .,w 3 ;.r�.,.. "S;'.Y• ,, t-,.r `t`i" r I I I- _ - -• I I EL. 100.03 ,= >' - 4. THIS ON-SITE WASTEWATER TREATMENT SYSTEM IS NOT D , ; ALARM ON - EL'94.65 _`. I 66J� - - - - - T T - �-�-� -� DESIGNED FOR USE WITH t;, _- -� �" PUMP ON - EL. 94.t5 s- 1 I ' I I I I I -I I I I I I- ��1 �- , 19� 1 , ,m _ 4 t0 s I- I I-III-1 11- -I I-1 I I-) I I I _III A GARBAGE DISPOSAL. , MINIMUM ,._ _- PUMP OFF - EL. 93.65 L__;_ :--`--= - - y. I Ir_,+,_:µ 3" DROP - .v_.` INLET TEE -_-_.._ - ._:� ; 4 _ ^Il _ I 2' 5. ELEVATIONS AND EXISTING CONDITIONS ON THIS PLAN ARE BASED ON FIELD -i �--- - - - ._-`_ �-� SET PUMP ON 12 INCH CONCRETE BLOCK w`u-I 21 32 SURVEY AND PLAN BY YANKEE SURVEY, MARSTON MILLS, MA DATED JANUARY 29, III -III-I I l- III- - -v - -= u n .,tr - _. 1I- 4' MIN. -' - y ' TYPICAL DISTRIBUTION LINE PROFILE UNDISTURBED EARTH OR 2001. r �5}'° ' 6" CRtISHEO STONE t r I � `" Y r 6 CRUSHED STONE 1 1 4 SCH. 40 PVC 5 A, ,' �--- " j / COMPACTED BACKFtLL III-III-III-I I �,d. •n �2 �" r. , ,„,,, - v. rr, .C,uf I 1 � i -I I--^I f71-IH� I-I I (- I (- SECTIONA „ „ 'j I---I ! I- 1 I I-'I I i=! ! 1=1 I I ---I i I-" DISTRIBUTION LATERAL 6. CALL DIGSAFE AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION ---1 I I�I I I-DISTURBED EARTH OR COMPACTED BACKFILL -'I I I'I I I-- I I-I I I-I I I-) I I-I I I�) I I-I � I UNDISTURBED EARTH OR SLOPE To BACK DRAIN TYPICAL FIELD SECTION AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES NECESSARY TO ' ' 'j� ' I I I 1 1 1 f I I I... I I I-I I �' ' '-I 11-1 i t-k ` ' COMPACTED BACKFILL ESTIMATED SEASONAL HIGH WATER EL. 96.03 SECTION FIELD VERIFY LOCATION OF EXISTING UTILITIES. 1500 GALLON SEPTIC TANK PROFILE - H-10 1000 GALLON PUMP CHAMBER PROFILE - H-10 (OBSERVED IN MONITORING WELL, SEE BELOW) NOT-TO-SCALE NOT-TO-SCALE 7 PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL POINTS PROPOSED 1500 GALLON CONCRETE SEPTIC TANK PROPOSED 1000 GALLON CONCRETE PUMP CHAMBER LEACHING FIELD DETAILS WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. LENGTH: 10'-6" WIDTH: 5'-8" DEPTH: 5'-7" LENGTH: 8'-6 ' WIDTH: 4'-10" DEPTH: 5'-7" MODEL # 1500 H-10 BY ACME PRECAST OR EQUAL MODEL # 1000 H-10 BY ACME PRECAST OR EQUAL NOT-TO-SCALE g, REFER TO SITE PLAN KEY NOTES FOR LOADING CAPACITIES OF INDIVIDUAL SEPTIC SYSTEM COMPONENTS. 9. ALL STONE TO BE DOUBLE WASHED AND FREE OF DIRT, DUST AND FINES. 10. THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPANCIES FOUND IN ' � "�` < k TEST PIT DATA MONITORING WELL DATA SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE DESIGN ENGINEER. £ � N� Y% `- 11. CHANGES TO EFFLUENT FLOW, GRADING OR LANDSCAPING EITHER ON-SITE OR �.__ ,' �' INSPECTOR DONNA MIORAN. . 11, ,, '" � ' ; TANK MAY EFFECT THE PRO r SO/L EVALUATOR ED STONE .� �, ,4, ,4, ,j, .L �, �, PER FUNCTIONING OF THE LEACHING SYSTEM. * , 111-111 � `.__.._ ..,_.___. _...__ ._ DATE 22 Mar 00_- _:_... - - - - - , r� ; TEST PIT NO 1 12• THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK EVERY 2 YEARS. „_ GRADE @ TEST PIT 98 7 _s ° " $' _ '� �" a " ..`I I OBSERVED G.W. 92 7 THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION NECESSARY TO x,: GHWA Y 165.32 "` '' w " r ( PERC RATE <2 MIN/IN ry' 13• LAYOUT AND CONSTRUCT THE PROPOSED SEWAGE DISPOSAL SYSTEM REPRESENTED ,__ _.,,.,-_. _--,.-__. _. ., -- STA T � 1111 ,, ' � I/u 6 DEPTH OF---.-I----.1 156 ON IT AND SHOULD NOT BE USED FOR OTHER 6A E ,U E N z � l'I 1 �.:. ._ _,._; 0 N 0 ER PURPOSES. 0 UTEr P A 6 O TEXTURAL CLASS I )' R WIDE ) o F 163.3I'll'� �o E E 36 2 MHB MHB r s H ( D 1 FND. - ti . , '� .• ' __., ._._ .mW ,._,_ .-,.w,,...- _.,,,-- .,,__..,,._._ „__..,.._._ . A �L3 1 � 84°04 20 E �14. 00 I yr FN1711 D4 N _ tr 113.24' 1 � � 0.0 9s.7 , ; ,. O �;4 �, : q O t R O j .II a to 1 = _ _.., LOAMY SANDµ' 80 r r lUQ6 • O t111.11.1 a t Pry 3 4 ,_ ..Q U 97_111.9 �} � 10 YR 4/2 -1 11 _ __- - - p �, �, 1-1 , ,: � _ ,�,- -�b � _ .. __,_ ,__ _ ........ ... - ZONING & RESOURCE PROTECTION NOTES __ . ;�f -_ E ,. I s� < I O .W Q § . LOAMY SAND FIE MEASURED t FIELD URED 1 - . . �; � .. I'll �J GROUNDWATER ELEVATIONS . I t ' C�, ti N 3,� �,-- k �,� 1 8 96.9 1. ` .,..,. Y' ASSESSORS MAP#: 335 PARCEL: 031 . _� ..... A.M. 335/31 W 1~ �._. „_• -. . ___.,._. .__,. -_- OWNER OF RECORD: LESLIE AND VALERIE HEMMILA ---�_-- "µ �' TOTAL AREA = q � ,:� 3129101 EL. 96.03 r 194fS . _,._- 98 _ t � - - SILTYLOAM ADDRESS: 4019 ROUTE 6A. CUMMAQUID MA Q F' r 10 YR 6/4 ZONE. RESIDENTIAL - RF-2 �AI` �' 2. DE .f r 6.0 .92 'STANDING 3119101 EL. 95.44 MINIMUM YARD SETBACKS: 2 _. _.. .. _. .. 7Y1P ' F INDA 11� i' 1 __.. .. , _ 4116101 EL. 95.27 FRONT: 30' PERC TEST ,, _. t �. 0, ,, 3121101 EL. 95.35 SIDE: 15' <2 1 I , _. _._ REAR: 15' MIN✓IN I 100' x 1 . 'y FINE SAND '` ASPHALT l 17RI TEE'' <,.._, M 10 YR 7/1 �j I _ _ _9__ ',_._,� ._..__,- _,. - -_ _.._ TH t - 3. E LOCUS IS LOCATED IN FLOOD ZONE C (AREA OF MINIMAL FLOODING) AS ' L O s SHOWN ON F•I.R.M. MAP 250001 0001 D DATED REVISED 2 JUL. 1992. ` ,- N �EG� N �`�) ; COARSE �, , ` ? �, 1.�� �"' µ" --' SAND 4. THERE ARE NO SURFAC SUPPLY OR GRAVEL PACKED WELLS WITHIN 400'> O r� I g� ,1 4 i 10 YR 616 NO TUBULAR PUBLIC ELLS WIT 250'. 4 Ch Z� 4 b nl *1P Y 130 ' Cs 857 I'll " IL ; Si' Allti� 5/2/01 EL. 93.48 i �,� O ,. : ___.._._. __ 5/21/01 EL. 93.40 5. SITE IS NOT LOCAT D IN A GROU DWATER OR WELLHEAD PROTECTION OVERLAY 2 I t _ `� 5125101 EL. 93.40 DISTRICT. i I 1, / 91 ' 7��n 1. �~~- PROF�E TY �INEI - ,--L1 f : __w 3 DESIGN DATA - - I �. _ _ 3F , Ev101 CTION NOTE _f_ o �- ..___,,_.,_,_.,__._�..v__._-_,-.^__._,..-,._�:_,._.,,.,_,_...,.._,____.__.,_.. ,_.._ .,_--_._,:._,^__,.___._ .� __.,_ __,_,.._.____,_ ----,____.. ''� ; O O f r f .' IV :FLOW FOR 3 BEDROOM HOUSE I E S , G C ' TOLtR ,. . -. , 1 N W I 10 - = t fr F I FINAL NSTRU T10N IN ECTION OF ALL SYSTEM COMPONENTS INCLUDING __ - ; W :___._ .. _... __ _._..__ ..O r _ .,.. INVERT EVATIO S A TO BE CONDUCTED BY THE DESIGN ENGINEER AND THE _, __ USE: SINGLE FAMILY _ R _ ^. t P, (PO Eb .C 1 _._ __� , _. ...,-.. __ ...-.._... ..._"...-._.,.._.,-.__,.,.,_.,,__,..,._-".. ._.......,,,,,. ,.,_.......,._._...........:... __..,..-,_..,,,-..,.,,_...._..I. j N ; I ` 6 `. -` 36 NUMBER OF BEDROOMS:` 3I OARD 0 HEAL R THEIR REPRESENTATIVE PRIOR TO BACKFILLING SYSTEM. ..^. , G E ^_ . 8 PIPE O _. D .ry _ „ _. . N p h I— -.' <> DESIGN FLOW i 110;GPD/BEDROOM , WF3 ._,. ,. . _ �i 1O i TO WETU� „ TOTAL DAILY FLOW,.. 330I GPD... { 1.5 ,,, __ _,_.-_.___,_,,-,-_..___.-,___,_. _:,-,.___.__,. �___..___,___._ __._,___ .____:--.,_ _.,__..- ✓- .' '' ✓ i 77 GARBAGE DISPOSAL:� NO _..,_ VARIANCES ti t. `��'c� " SEPTIC TANK ' LOCAL BOH VARIANCES '' a l'^ 5 lir r qJFF4 :., ; a ✓I, 9V REGULA ON REQUIRED PROPOSED t .... __.....� .._ .. ......_. ..,.__ _..._... .. _,t ,', '4 ✓ r o " "" BARNSTAB D OF HEALTH ON-SITE SEWAGE 5 4 200/OF TOTAL DAILY FLOW �i - __._.._.__ _ _,..r,__.___,_•.._._._..___._.. ._._..__ .._ _..,__. ._ . ._. __ _. ;,VI Stj�, , _ _ __,. _._..___. ._____._ , .c,.___,__.__._,_____„___._,-_-: DISPOSAL CONSTRUCTION SECTION 2.15-SEPARATION d' t ;, j �U x 2 X 330 GPD 660 MI N _. . T D GR OUNDWATER `USE 1,500 GALLON SEPTIC TANK/EFFLUENT PUMP CHAMBER(STEP) t � `.L'. E .r „•PRO 1 A )) 7fyy)1 (} 3 TITLE 5-LOCAL UPGRADE PROVISIONS 1. _ :,: d, .�{? r r s h r. ; 1. REGULATION RE UIRED P OP f SOIL ABSORPTION SYSTEM Q R osED y -� ,f ,N �2 P>,0 'E PULP G1�MI E� H I _..__ _-_.w._ _.,_:,, _ ____ .., ______._, _ _ ,,._ __.,,,_,_.__._,.. � _ W, , M LEACHING SYSTEM USED: FIELD -^_ 1 %PS `- ±!l LEA' H '+�'..Ti,.[ i: ............. ........... �.....,_, ..,......,,.. ._,.,,.7. .. _,..,...,.., .,.:,.{ cfl r f ✓ 100 DESIGN PERGOLATIONRATE. ; <2,MIN./!N. t _.--... ,_,___-_-.__._.,-..._^...•__,___.._.._,__.,_-._^..___,_-__._^...___ _.__,_...,_.....__._ ____..__m_.__.,__.___ . r✓,y f b. - - MASS. DEP VARIANCES SOIL CLASS I PROPOSED MAfi'Y REAiN1fG , 1 L ER�'t KT��x ;LONG TERM ACCEPTANCE RATE(BARNSTABLE BON MAX) 0.5;GP�S,F. REGULATION REQUIRED PROPOSED �p `_ C'` Y 13.8 Bt tJAL TOTAL AREA REQUIRED-LOCAL CODE't 660 S.F. - `'•. _....._..... .... .,__. ,.. ._.,. -. _ ____ .. . ,..._.,_ . _...-._.._.. . ....... ... ___.. . ,.,_ .. ,.. . ,_ ...{.. . ._.._...... . ,_ ... ... . NONE 1 I r TOTAL AREA RE UIRED-TITLE 5 660:S.F. I r 1. Q ...,:: Xi .,-. -:...... .,: ,.� E _5,. _ ALA 4 ._ .. C ,•. . 0.t ., :x .. J f 4 �., z , _ TOTAL AREA PROPOSE r D: V „ t RELOCATE 8 P C PIPE cU 1 A f ...,.. ..¢ l --1 0 HtIL N W TE, ._ l .. If AS ,SHOWN RQ _. R ! ,. R11G .:WELD. „ _ . O y^ O ,, _ ,. „'' AREA:21L x 32W: �672�S.F. < ,,,; �.v , . . . . .• � �I ZAP �!,F ;t✓L �: _.... ., . . . ... . ...- , _ .... ....,.. .. , . __, REV. DATE APP D. DESCRIPTION C I T . . <_ TOTAL ALLOWABLE FLOW. : 336 I GPD J .-_�_._. ,.,, ._ r E 1NG , .D�...,., ALLtl ,5 'TAI�1K . 0 8r R>wOE .OIL, FENCE 1 17 r,cfl F. ABJt1 fN. FIAONOOA� E i1T1 t 3. 0A '. - - CI! L .QN, ..T f r S , VJ T4j - - `a ,• ,, �; , ..,.:,: � :USE 1-21'L x .1n/_..... ., _/.._._Fl , , Tl t Y 32 LEACHNG ELD �o _ HSE x r PROPOSED S SYSTEM UPGRADE 1. SHED SEPTIC SYST 4 ,r t - ,1; 6 ti _ t Iii` ` 1` I IT ;: - S ,. LAC .. OLEO. T A : o PLC 4� E LOCATED AT: p `w ,., , , (� V` y"+. „ OE t J R f - - - - - x e. „a., �: - , : . 4019 ROUTE A l _ : SCHEDULE OF ELEVATIONS N U E 6 CB ., ti I SN Per PP0E ?EOCAD SHW A O S � ! ��, t 1 P ND. t` LAB VWFL4 �, M t I .t �I CUMMAQUID, MA _ 355 30 : '. T1" EXISTING PROPOSED AS-BUILT / :PROBE BALE A18ET FEtt 'E H LIMF PREPARED FOR: =, VWFL3 _ w; + L.C. PLAN 42798 A EAR A �AIL% r I f' cS `� I, : TOP OF FOUNDATION 100.00 �, �'o �' CTF' 13 945 MR. & MRS LESLIE HEMMILA ,� �� 1 Pt OVIDE 4 MIL RUBBEROO ` tGtEM$RAE # OTHf INVERT AT FOUNDATION 97.83 & ` , -w---•-•,, ~` Isr1 1 E s I4 PER 1�1 ;M q 1 1�PP '0�i ' ' H SEPTIC TANK-INLET 97.17 SCALE: 1 " = 20' DATE: 17 JU Y 1 __11 t R6,,, CB N/F REILLY, WI AM,A. Tl. I `• i FND, & MIRI M DE 1 f G _E, 't �`R0-_ L- 101 1 TO E~ G s SEPTIC TANK-OUTLET 96.92 0 10 20 ao L 200ao FEET Ah'( 1IE � � A$ SH41I' FLAN PUMP CHAMBER-INLET 96.90 A.M. 335/60 5� CB PUMP CHAMBER-OUTLET 96.65 J N 2 - `-X'E (VE ALL U I U1 t E Iv1RTER Elf: H . 1 A:.'OF rT E ALARM ON 94.65 cF PREPARED BY: I3 PLAN 26 ,150 7�°4 FND. / PUMP ON 94.15 02��`T" MaSS4cyG 1 ¢Z P " PSE BRIE ARP3t� 1TMNCLt1fN , NFA PAUL s Horsley & Witten, Inc. PUMP OFF 93.65 m� M L0 2 ,, ! ALA tR1DN IRat IPOED ,u , c EDWARD INVERT LEACHING FIELD 100.55 vWFLI AREY .. ,, Environmental Services LA1G,: OTtRfNT3MSOf Al DE ' ft ,. : ICI ._ �,, N ., :, ;,. x Park .�'7�'X` RM# .��` ,TN �E51� ,. GIN �' R BREAK OUT 101.11 Civil_ ' «. E :, HIV, I .,< Se a D. 596 572 _ , , _. , / . . . _ BOTTOM OF SYS EM .,::, .:,• i ,. „ +; %` ,':'':`! lfl!a 00t .A, , 17L �AfiTCO1 fIl T 100.03 No ai�iz an i ice tAt,i*: # RFC, ��� 90 Route 6A NAR R. ''� 0 G N/F KELLY, BER D COd�TRU�T1 }l E1tGEU1BE OL `H LEA ESTIMATED SEASONAL HIGH s,o A Sandwich, MA 02563 �1AEEEID �R GROUNDWATER 96.03\ / phone: 508.833.6600 fax 508 833 3150 Drawn By: JEH Designed By: JEH Checked By: PG JOB No. 998 BOYANCY CALCULATIONS SHEET 2 OF 2 1500 GALLON SEPTIC TANK BUOYANCY "... ...... .. ._._,_ _...... }..... , ... _._ --- ;1000 GALLON PUMP CHAMBER i w.,..__,.,.. _,._-,-- - _. , ..__.__,_..,_..___,.. M,..., ..,w, ,,_ _.._.. _._,._..... ,,. ,._ _,.._ .,._ „_,. -___. __ ___ .._,. "., r -_,. ~,,..__.._,. .,___..__. _.._,...,._. .._ .,..._ _. .,. ..._._ _ PRESSURE DISTRIBUTION CALCULATIONS r.._.._..,._...__.._.._,..,_..... ._._,.__,._w._.r._ ,._.._.._ ,...._._,_...._.__..._,._..._.... .._.,..,._...__..._,._ ,_..n _......_ __.._..._W__._ TANK ` TANK VOLUME, CU. FT , 336 VOLUME CU FT 229 _...._._....,.._ ..._.._....,..__..._.._....,..__,.._. .. ._ .,_...,._,.._._....w._....,..___._._....,.. _. ....,..___., _.___ __. _ ....w... , ,...._,. , _...... .......... w.. . . ...W,.. w__ f TOTAL EQUIVALENT WEIGHT OF WATER LB 7145 El H OF WATER LB. 20 967 �.,_____...__..____. _",_" __..._"__ -, _..,__ . ._.._. .... .."_..__- ._._.,_.... :_.,_. .-._..,_..w..__ TOTAL EQUI VALENT W G T , ,_, ____._. .__.____.. .. ..__ _......____ _. ..._._w__ . ..._.v__ _ ...____._ ._,v__._. . _ ._ . __..__. ___,___....._.u_. . .._.__...._._.___...._._____ _...____... . ___ __. ;.,.,,_",. _... ... ...,-,_ ,,.:.,-_„ ..___.,..,..,. ...,.,_.,,__,. _,_.,..,_ ,,.__,._,. _:-...,, ....t,.,w,..::.,_.,a PERCENT SUBMERGED = 50% PERCENT SUBMERGED -- i 50% F.._,._.,...,_.,-.,,"___ ,_...._.._ .,..._..... ,., ,,._._..__.._,.._,,.,.._.,__"_ _,,.._,..,_ .,,.".,._, ..,.,. ,_ ....... ..........1_ BUOYANCY FORCE OF SUBMERGED PORTION OF TANK LB 3573 , __,._...-.._..___E__, BUOYANCY FORCE OF SUBMERGED PORTION OF TANK LB. _ ; 10 484 ----"----------,._-_._____,,. _.__."... _ __. __ . ... ___.. .,. __ . ..._._ . .. ., ' _..__._.. ,-_.,__,_,..,_ _ _,_ ,,_. .-,__._._ .-_.,_.,. _,_,_-___, ._....__. ,_,_, _,__ _.,-_ ,,__. ....-_.,___ .,.., - ,.,_- ,,_ ..,_* _ _ :.,_- _., ..._ ..- _,-- ,.._ ...._ ,., . ,,-.,. -_ _ ,__._..__. --_..— - , - Y , ,,..._..__.,,_........._-..,., ._. _ .,..__..,....__..�........... ..�_. ,,,.. ,._-.. _,. .._."__..,._....._.._...,,,....,__.,__.,.,....,. ,_...., °PE EXISTING BALLAST _.._._.....,._ _._,...,__ __., ..,._ _ _.... _ ....._.___...._W __. . ,.. ..._. , .__._.__ .,,._._._......._._ r,__,., ,._.___,., _... _. ._.._.. . ...,__ ..,,_- - .,, __..._. ,. .,..,.. ..,.,. ,,._,_....,,_ ._,._,__..., _ ._......,, ,._._..-,_......,._ ..,.._ .,.,_ ._._„ :EXISTING BALLAST __..._,_..._..__..._,_. _„_, ._...,..,_ _ __.......,_..,_..__.._,_..,_, j._ _._.. ___..._ _ ......... .....m....._.,..._.... _... _....... . ...,,.........._ ;....__.. .. ,. ._,.__,.............._"_..,,.......,._., PERFORATION DIAMETER, Dp - 0.25 IN. SOIL COVER VOLUME, CU. FT. _ 45 y SOIL COVER VOLUME, CU. FT. 41 _.,,_,,, , ._ .,._-,_.. .,._._.._.. ., _,_�_ _.__...,_ _._-,_,,_ ,, . _.,....___.__ _._..,__.., I._. ___ _.,_ .._. . .... ....... ,.,.,_, , -_... ......_ ..,_ ..._,._ _ . ,.,._. ..- , __....._,_,_...__.._.._..._.,._. _ . ._ _.._..._,_w.__,_ ,_._ ._ _,.__-.,. _...,_.,..ry.._,.__,-_...__.._.__,-_...__.,_,._... ._. _.. ,_. .__.._._._ w__._,.,,_.__w_._._...k....__._.._.. ...w._,, ;_,_.._._ .,._,._...,. .,,_,.. . ._ _.,._ ._._ .,.._._.,_._ , . D/S TAL /N L/NE PRESSURE, Hd 4 FT. (2.5 FT. M/N.) WEIGHT OF SOIL COVER, LB. = 4725 i WEIGHT OF SOIL COVER, LB 4305 u~ I __.. ,.. _-,. ._._.. __... ,a.....w._. __. .. ,,._.,.a „_.._.,,_,__ _ _. .-,.._......_. ,..,...,_... ._._ ..-_...., ., _..,_,.. ......_,__. ,.,.:__,__. ._._.._,__... ,,._. ._..___ _ ._..,. _. ...-,_.., _... .............. ...,,,..,,..11, _,.",.- -I I ,__.--, w.; __.. NUMBER OF PERFORATIONS/LATERAL, N= 4.25 ,,. w._,._�-- ,_.,.__,. ,-- ,. _. „-.,.. _._.,M.. --". .,..,__ .n.,,_,. , __ - , ,.,._ _,_.......w _.,._.._,._ „__., _.._.. .,__.. _.,_.. .,__..,_..._..___ _ _.,.....,__. _.,_.. ___. r TANK WEIGHTS, LB PERFORATION SPACING, S = 4 FT, w.. ,_ H-10 - 12000 __...,... _ ........................T.,..,_...._ .. U_� __....._.,. __ _.. .. .___ ._... ...__ __.,.a __ _..,.... _.. ... _... __,_.,-, ..M._._ _._..,_. _,._..,_ ._,..,,.,_. _,.._. ,n_._ _....,.._ _,_., _ _,._.---,__.,,_.-_,. -",__ ._.."-''_..,.._ . .__._,.,.._.__.-_._-_._,__.-.,...__ .-_._,_ .._.. __._.._ __. _...._._._.._ __. _ - _,_ TOTAL BALLAST ANK + SOIL , LB. ___ _.. ____. ._... ;._._ .,.__._....._ _, __._..~ ,.._._...._.._ ..___. ". . H-_10 _ 8000 LATERALS _. (T ) _..._ w_,,_. .,. , _. ..._.. __._,_ __ ._..,_M.,. ._ .,�,, r_,.v_ ,_ .,,_..._. ._ .._...._._.___..._. ,___,_,.._„__,__M u ....,_._ ._...__.. _._,_ ,, _....,_Y._ __., w_ ,._. ,_,, „_ HOISTING CABLE 7 x 19 STAINLESS STEEL fj i.... ._..,._.,.._. _, ,............... .. ........_... ...,,....... ....,_.,. ........,,,,.,,. ..."„ _ -. i I » _._ 1 ,,.. ,._,.,,.�,_.,.-...M,,,,,,,,,,,,, ,,,,-- ...,..__."' , ,,,._-. ..,.-..:...,�--..-...,-,�.--. .-.__�__,,,-.,.,_,..,.,,,_--. ,..,.._..-_K. .,_.,.,, .�.,,,�,.,,, , ...-.... ..,.. ,..._., ...,,.......,..,..._ , ...-.., ._, , ...._..,_, _._.._,... ,... .,_,_.. _,..._, _...._.__.,. ,..,..__................. ............ .......___ _.,. ___ ~ _,._.".,_,,....,,...__,... ...A_.__,. . ,.._. . : ;TOTAL BALLAST(TANK+ S02, LB._,__._._..._. � / 1 760 LB. STRENGTH H-10 = � 16725 i ,- -..._.... ........._.,.._._.-.._., _.,._..._) _ . ____..__....___..,.__..,__.._ __..,.._„ LATERAL SPACING Ls = 4 4 AFT. 1 8 DIA. , _.,,,....._"- ., .,,.., .,.... _....-. ... ..._,.,_., ,..._,,_",,., ,.-,,- _-...,.,.._,,,u _._,..,..,..,._ _ -.,,,,. �..:,.,-.,..,_,.,,.,,_ _..,.,, w _ LATERAL DIAMETER, Ld = , 1.25 IN. 3 » _ , ; H-10 = i 12305 _ ,.,__.., ___..___. .______... .____..., ..__.__ . _�.__-._ _._._. . ,,___,_. ,......,.. ....... . . .... .,..,-_ ..._.. . ____... _ __._... __.,. 2 BALL VALVE w UNIONS SCH. 80 PVC _ . ._......... .,..___.,__.,. _ ,..__,..,.. ,_.. 'BALLAST REQUIRED (TOTAL BALLAST- BUOYANCY FORCE) 4 - ~ " ' " ...._,.._ _-.......... ........... _.__.... LENGTH OF LATERALS, L = 17 FT. GEORGE FISH ER CO. MODEL NO. 560 OR EQUAL .....,..:._.....,,.._,......,._ _.,.__............. ....,, ,,.. : .......... .w_..,, -....,.-.- .,..,...,_...-.,.-._.,..,,.,._ ....,-..{..,.„_ .,..._.,.,...., „._...f L. ..._,...,._._.,,.._,„.-,..._" .. ..._.,...,...-_,,..._,..._.._....._,_.-,._. _,-....._, ,... ...i _.._. ._ ,._ .... ._ .__ ..,._.._._._ _...._.._...__ _.............-- ._...__ ...,___ -.,,._.._..._- _.._....,._ x.. r i =BALLAST REQUIRED(TOTAL BALLAST-BUOYANCY FORCE) HAZEN-WILLIAMS COEFFICIENT, Ch = 150� , e r__.._ ._ ,. ._.. ....,._.._ .... _. ....,._._.._ .. .._.._._ .....,.._,_..v ., ..,,_._. ,,._,. - ,_ .,_ . __.. H-10 = 6242 � s NUMBER OF LATERALS, Ln = ; 8 " 2"SCH. 40 FORCEMAIN . _.-__: ...__.__ _�_ __,_.._.�._,"_.----_._-__,"_,.,,. _.-_........_.____,,,_._,-.._..__..,..__.__ _._.......,..._. ..... ._,_..,...____.,.. . ..__....,.... ._. __ _-._.__,,... ._._.. _. _. _......... ..........._. _._........_..,.,..._......,_.,..._.__........__,,..._.... .. ._-.._. .�_.__.,,,_. ,..._ . __._.__.,._,..._._.._ _ __._ w ,, ,_,__.,,,..,. ._,�._,,.,..._- -t.,... _.,.,.... 9 �- ,.. H 10- 8732 3"_ ,> _ ...___._._ ... ,_..__-. .__... ,. .....,_._._ ...__..._,_u..._,__._,.. _. .__. . ':.._ .m,_,,_._ ._...,. _....., ,...._,.,,_ ._.._,." ,.,,. ._._.,..,,_.._,.,....._._..._... .._.. .,"_ _..._,......._.,..__,... _.,_ ,.._ __...__,..,_,.__,.._,.,. ,.__,,.,,......""..__,-__,__,.._,.,.._._w,.__,. H - CONCREWTE REQUIRED, CU. FT. :FORCE MA►N AND MANIFOLD 2 SC 4 TEE w/ CLEAN OUT CAP �,._. ___..-�.....___....._.___...__,.,.._.._,....,.. ..,.._.. __. __-I __...�_,,.--_.,....._.___..-____ .. _..., ,_.. ,., , o i ;CONCRETE REQUIRED, CU FT i i 1'-7 1/2" ,_.. _ ..___._."__..,.,.......... ....... ..... ..,..._..,_ .,"__._.._ .,.....,,__ ,.,_ _.,_..,_,...._",__,___.,...,_.___, .,.,_,,___., - -.__..,. .,__,_.,.._ ,,__,___.,..__.,__,_., .._...___.._..,. _._....,__.._.___.,. _.__._.,_.,. _. _ . .. _ ._,... ..., ... __ .. _. _.......,. _._......., .._......._. __.._ _._........ ._...... .. _,. .... .. .,, __......., __.._, EP HOLE IN DISCHARGE PIPE H 10 F N/A __.._,;_...-„_,_,..__ ._.. FORCE MAIN DIAMETER, Dfm = ; 2 .tN. 1/4>, WE .... ,.-_._............ .._._......._......._. ,.,._....._. ,....,_..:..... _-...,.__. ..._.-_- ...,.....,.....-...._,_...,_, .....,.,.....�-."., ._ ,.,..."........__,_......_............-,...........,,...-. ..,...._.......... ,..._.........,_.,...�_ . _.,....s._...-_....._.._.,.. _,_.... _.,..:. w.' a' w_....._.._w__._.._.._w.,. H-10 N/A LENGTH OF FORCE MAIN, Lfm = s 13.5.FT. ...._............. _,_.-,.._..,. _.....,. _,. ,_. -,.w ,.. - USE H-10 1500 GALLON SEPTIC TANK - BALLAST NOT REQUIRED �_. _.._ .__-._._,. _, .._ _._.. _,,.. ,..___._.. .,"_ _.... ,. ._._._. _,._ n_. _, _,_-- ... .....` MANIFOLD DIAMETER, Dm = 2 /N. - _ L HECK VALVE SCH 80 PVC w..__..,...._v„___..,..,,__,...__,.,,._.,.. ..... _, __.,.._,,,__...,..,_ A N P CHAMBER BALLAST NOT RE UIRED _..............._..___......_ ...__...,.._. ..._._......_....._._-,.._.....__ .,.._ .__ ., ..... USE H 10 1000 G LLO PUM Q _, _ ,. . .._, ..._ PUMP ON EL 94.15 100 P S 1 FLOWMATIC MODE MANIFOLD LENGTH, Lm = = 28 FT. UMP OFF - EL. 93.65 Na. 2 S OR EQUAL _ _,... _.....,. -_..,... _... _.... .._._,._ _..__ _ ..". .__..,,..._ . ,_........,__..__..,_.. _. _._._ ,."...,___.......... . ....... -_ _ _-.,- _.......,___.._...... �,X7„ s _,. � 2" SC DISCHARGE RATES H. 40 PVC DISCHARGE PIPE .. _ _.,_..,._ _ .,_,_._._._ ,,.,..- ,,... _ ..._..,._ _ .,_..,._ _. _.._._._ ...,_..... _.. ,_.... _ , w..... _. _. ..,_ .-, ,_.. _ -." ",_, _._ ,_.. _. . CO Ji __,_....._-•__,_._..,.-I' __._,-,_ , _.:_,........ "-_.__,-,..'.,.. _..__,_ _.__ ..._,__.......,-, -,.---'- -"_-...__..,. _,.__.__._ a e . .♦:•. ." ♦.• .. ... _ e .. PUMP CHAMBER CALCULATIONS PERFORATION DISCHARGE RATE, q. 11 79 x (Dp)2 x (Hd)1/2 = 1 48;GPM GRUNDFOS MODEL SE40, 4/10 HP, 1 15 VOLT, _,___.,. ...., _.. . ..,.__,_.. ..,.._. . _,_,__.._.. _.,.,,_._ ,_._..._,_ .,..__ .," t._, .. PROVIDE 2 - WIDE ANGLE FLOATS: SINGLE PHASE, 1625 RPM, 2 DISCHARGE LATERAL DISCHARGE RATE, Ql, q x N ' 6 29 i GPM ; „..,__ EFFLUENT PUMP _,...,..,..,...... .,.._....,..,.,.. _,.....,..,....._,.....,,.,......,,,..,,_..,,.....,,..., .,,.. .... FLOAT N0. 1: PUMP ON/OFF ww ._.._. .w ...,.. ,. .. w_n_...... ,.a m_ ..p,, .. ,,,_ _ ww ti,,,w._ ._.,.,... SYSTEM DISCHARGE RATE, Q, QI x Ln = , 51 t GPM _._ __., __....,..__..._w.....,._ ., . .._ ..,.-,. ri. FLOAT NO. 2. ALARM ACTIVATION PUMP CHAMBER CAPACITY ri4" SET PUMP ON 12 INCH CONCRETE BLOCK __ . _ m_ r,..._ ., , ,, DOSING CALCULATIONS f ; N_�.--._,rr .., ,:_, ,�_ .,...,..-�,___..,.._.--,�.,, ..__. ,..._ ,. . ,.._...�,-, ,.._ ..... ,.,_ --ll- ,,. ,,,. - _-,,. . -- -.-.,. - ._.r., ,,, -_,w- ,-,� ..,,, ,,m,,, ,.- �-.-__.- .-,-., - .,., .. .T.,_.,,.,,,_,- „ _..,,_..._.-" DOSE VOLUME = 83 3 GAL _, ,_ _ ._.....__..__..._.. _.__.__._ _..w.,.... ..,.,.w..._... _�_._... _.._...... .__..._,.. .__.-.,. __..._...u., _.. . .... ......_.....,M_. .._,...., r_._.."_,.:..,w_.. .. ., ...,__n.,.,...., _.._,...., _._,,.,...:_'_`_,. .., . . ......,...., ___.,.,,___.__ . °., , _,�,,,___..__.._,____,. „_...,,..M._ EMERGENCY STORAGE REQUIRED = � 330 GAL. � PIPING SYSTEM VOLUME, Vs = ; 9-GAL. ._ .,_�........_,._�... , _,__. ,...,, ,,. _.,.,._._. ......._,._-.-.-,.,,_,_,--- , ..., ", _.._ ,.,,_,.... _n,.,. ... _...., _ __� DOSE VOLUME, (5.Ox Vs) _ 45;GAL. 1500 GALLON PUMP CHAMBER SUMPVOLUME — ; 250;GAL. __ ..,._... ,_. _,.. _.,..,,. _, , ,__._,_., _,_._.,__, , _. ,,,,. ,__,. _., .._ ..,_< . ._.,.,.._.... -..,._,,._. , __, r ,._.__"-,..,_,.m,_._-,,.,,.,.."...._-,,..-..,...--..,,,,_.,.__._-.,..,..._,.._ �_..._.._H.,..,_.,.__.�-..,__.,.__._r..,__.,._,,_-,.,,,_.,._.._"..,._.., DOSE VOLUME, 330 GPD/4 DOSES/DAY = ` 82.5=GAL. .__.,,.. ._,w...__ . .__.,-,__ . .__-,., . .__..._, . .__...__. __._.... ,_ . _._. _ .,.,_ ... BACK-DRAIN VOLUME _ 17 I GAL _...___ _.._a._.,,. .., .,..., _.,.._._ _._.,., ;. .__,_.... v...-". -.-,,- y ,,,-_..,,, ,-,n.-.__,,,,..,--,. - .,-.,.--W.r_-. -_.,,;r,-.-, -__, .r�.--_i., .:r.,w.-_ --" _-"-, , STORAGE BETWEEN PUMP-ON & ALARM= : 125:GAL. ._.,..._ -,.,.__., _,,._.._ _..._,,....._ _,....-._ _..,_.., _,. _._.- -_ -,,...... .., ...._ _.._,_. <_. ,,.,,.._.,�,,,,,,,,,,,,,,,,,,,,,,, ,,,N. .,..,,.N.,__,,....._.,_. ..,..,..-,",+-,.__..,...-".�___,,.._,... .___,........._.,,K__,.........._�._.,,,,.,,,.--- ,,, ,,,,., USE: E 83;GALLON DOSE VOLUME I ,, ..... .. , ,_...-. . .,_,,..,.__.. .._.,...., _...... . ...." - s.,.,..r,,..._ r__.._ ......,._._.._ ._......r,_.._ . .,. ._.._ ,_.....r____ ._......_,..._ _,_.w ........ _._...._.___,___,-__._.,,.._.-__._,_._,___._,_._..__._,_._.___._...____,,..__."_.___,."_.__._,.._.___._._._ _.. __.,_. _._; , 4 VOLUME REQUIRED = ` 805 GAL ;HEAD LOSSES 4...,... ._.....,._ __.._, .,....w..,__._ ..._. ___.,,...w....,.._, .....-..,,._..M..,,_. ,. ..._... _. ..,_..__..,., - _.., ,_ _..._. �..__._,._. .... . ._. . .. ,- _u...,,_,...w.,ry__..,M,,.,.,. ,...__, ...... .... ...... _.. _ .. __ _, _ ._.._ __.. _.. "__,w._..._ .._.._._.._. .,_._,_._.__.___..,._.-_._ �"", .._... ...._...._._ __ __......._ _._ ._... ___.,,..... ____.. _..___..__..._...... ..... ... ._.._._,.,-._ ___ .......... . ... ..__ . . - . =USE 1,000 GALLON PUMP CHAMBER FRICTION LOSS IN FORCE MAIN, fl = 0 66'FT ___. ...... . ...... ...._..__,,.._.._.,_w_. �-__.._---,..._.._w_�._ _ --,.� . ,.,v.._... _,.._._._..,...w,._.1.._.._w___ , ___,- _.,_ ,,.._ .,._ v_.._ __. _.._....,,_ .., .._..,._ -. _ ..,. ..,.,., .,.,._...M..............._._.,,.,_._...._._,,,.,.,,,-,.. ._,...,..,, ., .,,. ,_ N,,....,,._.,..._„ FRICTION LOSS IN FITTINGS AND VALVES, fl = 0.43 AFT. _,,_.., _._ _, _._,.__. _„_,,.. . ____'. .,__. . ,._... _, ,.,... ..._-,,.._.. ,...,... --�,... �._,_. NETWORK LOSSES, nl = 5.24 AFT. . .. . ................. ......._, STATIC HEAD � 7 15rFT .. ........... .. ._.,.:. _ .,_ .._ ,,.. _ ,.._.,...__..,.._,..,,.. .. ..,. _ _.___- 3 _...,.... _. _„ ....__......._,,.....,.._..,._,....,,.,_....__....,„. ....__..,„.. ..,__...,., ..,_._._.,__....,_,_..__...._, 1,__,... a. __, .....,,. ' TOTAL HEAD.'.+_. . 141FT F PUMP PARAMETERS #--,..,.- _ ..,_.._I_ _ ._._, _,__.........__....,.._,_.. . ..._,_:__., .-..__ , , „_.,.-.._..._,___. ._-_._,_.__...._-....mm_,,_._.._,_.__ ,_._. _._„ _, __ __... ._ ' FINISHED FLOW, Q- 51 GPM FLOOR TOTAL DYNAMIC HEAD = ` 14'FT. v_.�.._ .. . �. ._._.__.__..._ _..._ ._.v, ---.-..- - ,._ , ._,_.,_.....-_,_,_.,.. . _--, _.,__,....-..,_,_.__ CONTRETE THRUST BLOCK -.-..----...,-,.-.-._.,._.,_-_ }, .. ...__, __ i..,,.,.,__,.,._..,_.f TOP FOUNDATION PROPOSED GRADE ",,,, ,, ,,,,,,, --,-,,- ,,_,,.,_ ..._,. . ,,,.w,, . ....,,., _....., - ,,._,.. ,..1.11-1,.._,._ .",,_.., ,._.,,."...a,..,_. ,.._.,., _.. _...... USE GRUNDFOS MODEL SE40, 4110 HP, 115 VOLT, SINGLE PHASE 1625 RPM HOUSE EL.= 100.00 EL.= 101.5 2"DISCHARGE EFFLUENT PUMP(51 GPM @ 14 FT. TDH) 3 EL.= 101.97 __. ___,.,,.,......_._. -.,__. . ,.,-__._.__ ...,_, _.., I / r r r ✓ f _,_ .. .._.._...._...__.._,__-_.,. _-.,_... _.._„_..,_..... .._,_...._.._ EXISTING GRADE EL 99 0 , ,;/s/ � r'�r%%. .. .,. . . ., _._...._.. _,..__.,_...��...,_,.� ji%//r✓f'� ✓''r ..i�f i. ,"/�`l;/r% � j4',./f�il/f/'r.!' f/r.�"'f ';.f,,rrrfif`%; > , > 8 2 /f ,�i rfr r l � ,� ,! !'r .r/r .� .�" a` / `' f� rr r r rrF F/ /r r i„,,rrf/s .sf,° r CELLAR f t fir., t ,r/ sr r/ .: ff�, rr r..f / __ ___ __ - , . ___ w_. __. .__.. W,. _a ... ,_ ...._ __ _ _ .- , " CELLAR FLOOR 45 MIL RUBBER ROOFING MEMBRANE OR __ ___ ._ __ _.- _ __ ,_ __ .- - .__, _. __ -. PRESSURE DISTRIBUTION NOTES EL•= 92.71 OTHER EQUAL IMPERMEABLE BARRIER AS w. __ _. __ _._ __ �_ __ ._. __ _.._ _. __ _� _. APPROVED BY THE DESIGN ENGINEER. INSTALL ___ ._.. __ - - __ __ - ,_ - __ -- _- _. �. __-__ � -�-__ - MEMBRANE FROM EL. 101.11 TO EL. 96.11 _. ._.. .__ _.._w u.., __..,_,_,._ _.-_ _, _._, ,_,- ,._ ,._.._,..,,_,_,._.-_._,._ __ _ ,__... �.... __ ___.,._,_,._..-_,_ ._..____,_,, AROUND THE SYSTEM AS SHOWN ON THE __- - __. �_.�_, �_- __ - - - ___ - T_ -, - _ _� _ __ _, _ _ 1. ;THE MANIFOLD SHALL BE LOCATED AT AN ELEVATION BELOW THE LATERALS PLAN __ ._ __ _., - __ ._ _. - -. __ _._ .-1 __ __ __.. _, _, __ ._,_ _.,. _a ._ ,- __.. .__.. _ „_ ._ _._. ___ ___ _ _ __ _ µ4, - .. AND A MINIMUM OF 4 FT BELOW FINISHED GRADE(SEE DETAIL AT^RIGHT). -- -- - - - - "' " - _" -' 1/4" PERFORATION AT 5 O'CLOCK POSTION s _, _ Y - �2 LATERALS SHALL BE 1-1/41N."SCHEDULE 40 PVC WITH 1/4 IN. PERFORATIONSf SEPTIC SYSTEM M O U(��D P RO F I L E _._ __ _, ._ _.. .__ _._ -._ __ ..,, __ _ __- _,. _._. ;DRILLED AT 2 FT. INTERVALS ALTERNATIVELYAT THE 5 O'CLOCK& 7 O'CLOCK __ - _�_, w' ... _... `-._" � w mm-. - W. POSITIONS. THE LAST PERFORATION IN EACH LATERAL SHALL BE DRILLED IN scALE: 1" = 10' µ ram.^ry_p __. '_q p__ ry__ __� _M__4 m .__ � __�m .._ rv_..110._. ;THE CROWN OF THE PIPE(12 O'CLOCK POSITION) --- --' __ _ '--- __ __ - „v __, _,. .__. _ _.._ -- _._ ._ -- __ _,_. ,.__ _11- __ N ; ".,._,._,.._..�.,._,._,._..x._„_.._„_ .,-,.._„_._.,.xu�._„_. ,-...m.�,"_._._..x__�."_._.�,....,_�.._._ .,. .. ,_,_------ --- ----.�.._„_. .~x._�_u-_ .._�.�._w_, . ,.__ - .._.. — -..,, — — .._.., _.. _- ._.. __ _ __., _,.� _ __. _,_ --I ..._,. -" _-., _, _ x 3. THE SYSTEM MUST BE PRESSURE TESTED PRIOR TO BACKF , __ __ _ __ _ . _. _v. ._ _., ._ - -_ __ �. __ __ __ .__ ILLING. THIS IS a , -,_ - __. _.- __ ._, ,._w .. _, ._. ,._ _._ __. _ ,_ _ . __. __ _, _ __ ._ ;ACCOMPLISHED BY PUMPING CLEAR WATER FROM THE PUMP CHAMBER -. _. _. .._ _. _._. _,.. __ ___ _ __ _ -__ ___. __ ._, ._ .___ __ ._._ ._ __ o `THROUGH THE DOSING NETWORK. A 4 FT COLUMN OF WATER SHOULD BE .- - __ .-_ ... __ __, __ __. _._ .- -. __ _. _._ ,_"._ _._ __, ,__ _ __ _-. _ d _._ ._. __ . , __, _,_ __. __. __ __ __ __ ._ ,_ . . ._ __ _ _- }OBSERVED AT THE DISTAL ENDS OF ALL LATERALS. _- - _._ "_ _,_ __ __ _,. __ - .,_, _ � _,_ ,_, .._w ,_ __ ___ ._ ,...,_ ..».. _._. ...w ,_... ;...,,~...,..,."._._....._...._..,..._...__.,,,..........._._...,.,,......,......_...,.,....................,..,.....,,-_._.,._„,... ___, .,..._.._.. .,.. ,,.....,,....,"„-_._..,._.....".-„_,._...,..,.......,.,.,. _,._..,_......_, - _...,.,. _.M...,.....,.,,._1 ...... .� __ __ .,.... ,,.,-, ,,.w. ._._. .,... ...., .__ ..,... .,.._ ...... ...... ...... i S __ _ "_- "W' .,__ __ - ,-- ,- - __ '- ._w.___- -..µ 1/4" PERFORATION AT 7 O'CLOCK POSITION _ ; 5. ,LATERALS SHALL BE SPACED AS SPECIFIED iN THE PLAN TO THE LEFT. __. __, _ ..__ m._ __ _„ _ _,.-_,_-- __,.- _,,.__�_.- 1-i/4" DISTRIBUTION LATERAL .:. . _ `- - __ _ _ 7. a PROVIDE THRUST BLOCKS AT ALL BENDS IN THE FORCE MAIN AND AT THE 32' _ __ ._, _n _ _. _ _._ _ __ __ _ .__ _ __ s __ ___ ___. _.,, _ _ __ ,_ - __._ ___ - _.._ __ _._. _.- .,_. ._ __. __ _.. - - _. „ _w_ „_ __. __. ._., .- __ ___ _, - - _ __ ..__ __- __. __." - _ __ ._ _. _ - MANIFOLD ENDS i _. - - _. __ __ __ ._._. .,__ �__ __ __ .__ _ - _-- __ - __. __.. __ _ . . . _ . . .+ . ♦ . ♦ . ♦ . . ` .- . .♦.♦. ♦ . . ♦ . ..._ _. .'-' __,. __. _w. .._ .- _... __ _. _ __ __ _,_ __ , __ _ _ ._ _ l� � � � � ,TOPSOIL -III III III 4, v._ _, __ __ __ _,_ _-. _ - ,_ _,,. ..., - .__ w - - -. ___ — _...,_ _._., ._.._ _,._. -._ �. _.,- .._, _.. _._ _. - _,_ _ _. w ,_,. - __ __ - __ ,._ -., - _.- _-. - „_., ,,...Y _ ,..,,. __ -___, _____ _a_,_ _,__, _.,-. -._._ _._ ..._, .____ "___ ___ -- - - -- __m -- - -~ - -- -~ REV. DATE BY APP'D. DESCRIPTION _ __ _ _ _ _ _ _ __. . _. ___ --- BACKFILL -- ---- — ___ __ PROPOSED SEPTIC SYSTEM UPGRADE -____ __a�____._�_' `__ry--, -- ----_ :._--__._.._"_�_a"_ __--u__-____ ---__._._--_�_ __ _ _- _-__—_._-_-.a__ TOP OF FIELD LOCATED AT: __..,�__.i�_.ttL_..W__%._�.._Mv__� __ �_ _.�"._�_,.Y._"_.,.__µ_,; __�__��. "� q__-_,�. _ .,W._ ..._. .__ _.._. .._, .._..A -._ _.-. ._._ .__.. _,. pISTAL PERFORATION 4019 ROUTE 6A 2, �...�_-:�__.:m_,__ _._.��__-_-_� ��.�-. m- _�.___�___�� 3" PEASTONE � �� �� ��,e4 NEAR CROWN OF PIPE CUMMAQUID, MA ' (SEE ABVE NOTE) _ __ ._„ __ _., _._ - _.. ,- _ ___ _� ._,. _. - ,- - _.._ - __. _� __ 1-1/4" LATERAL PREPARED FOR: TEDGE OF LEACHING FIELD --� _fir, 'r M R. & M RS L ES L I E H E M M I LA — 21 — 2" TD 1-1/4" REDUCER TEE °m-- -�: i_" �\ - o N ,"_r 4_; � , 1/4" PERFORATIONS SCALE: AS NOTED DATE: 17 JULY 2001 _. � x -, z`'__H �1: 0 10 20 40 80 FEET PLAN VIEW - PRESSURE DOSE NETWORK D zHOFM PREPARED BY: Z BOTOM OF FIELD ���` ' 9� Horsley & Witten Inc. �' �° PAUL yG 2" PVC MANIFOLD CAREY N w` � � Environmental Services a) EDWARD � 6" OF 3/4" - 1-1/2" WASHED STONE civil "� ' '� Sextant Hill Office Park No.4171 R IS ER ` ' 90 Route 6A o ;> �S , NAB Sandwich, MA 02563 MANIFOLD DETAIL �( ® phone: 508.833.6600 NOT TO SCALE fax: 508.833.3150 Drawn By: JEH Designed By: JEH Checked By: PC JOB No. 998 - -- --- -__ ---- ------ _ _. _ ____ __ __ _ _ _