Loading...
HomeMy WebLinkAbout0915 CRAIGVILLE BEACH ROAD - Health 915 l'-`ra].gvllllle each Ra®d -enterville A = 2.25 - J01. �I SME:AD No.2-153LOR UPC 12534 smead.com • Made In USA �u�a�n�w�oueruas: S,FI Ulf* asou�a�ur�au�Auivrs CEailFtEo 6FfH@SF7PY3 WAi SOURCING t+JiYLS raaSDCc441t1i3 :A No. I' G �� Fee THE C �MONW ALTH OF MASSACHUSETTS Entered in computer: v PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9pphtatlon for -MispoBal Opstem Construction J)ffmlt Application for a Permit to Construct( ) Repair 04 Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. curl a,s 3.e. 4 Cd Owner's Name,Address,and Tel.No. C $A " G�� J►;a.� t Y4•-��m c•c.ti 7 figs n c i 4{�, Assessor's Map/Parcel Z Z S 1 Installer's Name,Address,and Tel.No. C APo,,,1.4 M 4vo,) Designer's Name,Address,and Tel.No. S,L t��'.L �;%7 L{L$ -�(o t J• l3 x 7 r.3 -z-8 S y C-4vt b u Cam.. E. war-tqv&.N na A Z1 3- 03-7-7 Type of Building: Dwelling No.of Bedrooms Lot Size 00 000 — sq.ft. Garbage Grinder( ) Other Type of Building Caa L-o c.l,c No.of Persons Showers( ) Cafeteria( ) Other Fixtures f3jAj . Design Flow(min.required) 3 ol-Errs gpd Design flow provided gpd Plan Date ( I/-Z 2,o f Number of sheets ( Revision Date Title l t) G1-4, vi(l< Size of Septic Tank Z 0 O O 14-2o Type of S.A.S. (a Fib- ;,C4C,Sv 2 s Description of Soil ,�Qs� ,(J�rq,.•� G p 3�1 Nature of Repairs or Alterations(Answer when applicable) C>6 t Fro\ 10,3 o c, 14-Lu T-L-_1 iQ l o a G jA-k Vho.-yo n Tb T O Date last inspected: Agreement: The undersighed agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ign Date L 2 -3 Application Approved by !(,, Date /: o- 2ygf Application Disapproved by Date for the following reasons Permit No. 2 0 d��- `� Date Issued �a , 3G-o f .s •..wns,w�. �-.�...+'^,,.er.•t-v"�.x+,,e._+rr.. -ti�+n.�+ 3•-•�+.� -..•._.�,.-......w,,.r -,.J-.-.. �..:1�' 's..,.� -• ti•r ,.+A'i-w•.. -•.�... _�.•,- a. -. -. ,. ✓, No. Ir Fee II THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ry PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE;mASSACHUSETTS Yes 'ftflotation for bisposal *pstrm Construction 'VermiIt Application for a Permit to Construct( ) Repair(Xf Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components •` , Location Address or Lot No. `i u A:},,10-r y ,( ,Z j Owner's Name,Address,and Tel.No. L 6A l Assessor's Map/Parcel Z Z S bA ci,, r Installer's Name,Address,and Tel.No. L mot, f+l �, ,;,,I Designer's Name,Address,and Tel.No. � , -3 ItK v �1 C O r e P-4 q, 44 R 2 3 - 03-7 1 Type of Building: Dwelling No.of Bedrooms w Lot Size _1 b', 0 0 o t sq.ft. Garbage Grinder( ) Other Type of Building (� v r��-, l c No.of Persons Showers( ) Cafeteria( ) Other Fixtures •.,Design Flow(min.required) 3 b1-6 gpd Design flow provided gpd Plan Date / / -2 i 2 0 6 / Number of sheets t Revision Date Title '� I i C✓,a,j�,�/< va (^ - Size of Septic Tank Z o.o O II Zo Type of S.A.S. (o FJu- 7',.,f4 Description of Soil 3 o " Nature of Repairs or Alterations(Answer when applicable) .) l o o G�b,�l I 2� Vh n i?ram.�: r� 4) Z,U Date last inspected: ✓ Agreement: e The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. (;S,gngd ��,`� L/ Date l Z 3 0- L.0-'s Application Approved by `/�1�!� Z. Za (e w Date k7 T u:"?ri 4� � Application Disapproved by , ..y Date for the following reasons Permit No. 0'J 8'- f�2 L/ Date Issued - - -" - ------ - ----- Y THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance . THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )by ( ,�Q x P,-)2 S L L L at qi 1 S C \ ��c_ ��" n+k� has beeii`constructed in accordance ' with the provisions of Title 5 and the for Disposal System Construction Permit No!-?dd -S�2 t_, dated f.2 -30 Installer C A Q U .4 2 r ; e} (_L L Designer ) • C .-E- #bedrooms lv tq' Approved design flow �117 t gp d The issuance of this p}enri/itt shall not be construed as a guarantee that the system wil function as designed,./ �f� �/�(� �/J �lr� Date I Inspector TV, l/11) - �1-,+�I �.k�7 �'G4/ 'U k��_ 1 ------------------------r-----t------------------------------------- -- ---- - - L -- 01 Fee 10V THE COMMONWEALTH OF MASSACHUSETTS ` PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS disposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(x) Upgrade( ) Abandon( ) System located at :5f(� and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. ' ` 6 Provided:Construction must be(completed within three years of the date of this permit. / Date J 50 ' (a Approved by ( - ��✓ % Town of Barnstable Regulatory Services Thomas F. Cellar, Director 1 ' DANN�A81;6. I.} MANS. ubllc Health Division \ '6'9- Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office! 509462--OA4 l"u; SQ;i•• W f,1!14 Date: _3_9 �� `l y__ Sewage Permit# 20DF^5-2`1 Assessor's Map/Parcel Installer & Designer Certification Lorin Designer: Installer: C tave,�;cie. G-eitt v(se.� Address: 263 1 C rcw,\-, Address: -7 t� C, V L VA OZ(0 3 V� On a-3a-or L. _ .. i _.........,.;w�..... '.: _.�..._...was issued a permit to install it (date) (installer) septic.system at _� !,5 �( Ca(eWitte._—Geaco aond based on a design drawn by (address) -�._.r..........._..._ :5 G e u 2 � -cj r, ioee.x cr�� ? dated ►.ioo, z. yur,`+ . (designer) ----�.. i •0 certify that the aeptic system referenced above was installed substantially according; to the; design, which may include miner approved changes such as lateral relocation of the distribution box and/car septic; tank. Stripout (if' re;(Iuired) was inspected and the soils were found satisfactory, _ l certify ,that the septic system referenced above was installed with mgjor changes (i,e, greater than 10' lateral relocation of-the SAS car any vertical relocation of any eontpor,eni of the septic system) but in accordance with State &. t,,ocal Regulations, Plan revision or certified as-built by designer to follow. Stripout (if required) ected and the soil` \4ere found satisfactory. THgR JOHN L., CNURCt2Ciil4l.JR �•" —..._..._...(I t, .iCr'_v Sli; ♦1W e igner 5:Signature (Affix Lr.1D.1V1S1oN* n Hei:dj__•__ P :ASE RETURN TO ARNSTA.13L.E P B 1 ' l.a , CLRTICI . '1E OF C NPL.IANCE WILL -NOT BE ISSUED UNTIL. BO"[11 THIS I+OBm AND AS- JILT CARD ARE ItECI✓IVED BY TH.1, II RNS.TABLE PUBLIC HEALTH DIVIS.IUN. TH K XQ]I- q%nfr)CC r1j17n9\dus1gnercer1itiCE11 1011 I'arm.doc Z0 'd L9z^0 2:LZ 809 0N I Z173N I0N38!' WA SZ: it0 600Z-60—Z1UW r \ Subrnit by Eriall r l •� � Q/��Irk ATE: � �ov F. E: BARNSTABLE + G, I��I REC. BY S Town o arnsta_ - � `--- G -----•-- � � SCHED. DATE: �Q Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address:_915 Craigville Beach Road,Centerville,MA Assessor's Map and Parcel Number: _Map 225,Parcel 01 Size of Lot: 2.49 Ac. Wetlands Within 300 Ft. Yes X Business Name:_N[A No Subdivision Name: N/A APPLICANT'S NAME: JC Engineering,Inc. Phone 508-273-0377 Did the owner of the property authorize you to represent him or her? Yes _X_ No PROPERTY OWNER'S NAME CONTACT PERSON Name:_Christian Camp Meeting Association_ Name:_JC Engineering,Inc. Address:_39 Prospect Avenue,Centerville,MA Address:2854 Cranberry Highway,E.Wareham,MA Phone: Phone: 508-273-0377 VARIANCE FROM REGULATION (List Reg.) REASON FOR VARIANCE (May attach if more space needed) See Appedix A See Appendix A NATURE OF WORK: House Addition 173 House Renovation 0 Voluntary Upgrade of Septic System Checklist(to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.hour®plans or retstauiaaNeit *n plans) (St o(o5e_ coo w S t b o tt _ Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(forTitle V and/or local sewage regulation variances only) (=: Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/j6asee only]" outside diningvariance renewals same owner/leasee only], `'" [ y],and variances to repair failed sewage disposal systems(only if no expansion to-the.building proposed]) < rV --, Lf7 01) cru Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul 1.Canniff,D.M.D. REASON FOR DISAPPROVAL C:\\Documents and Settings\\decollik\\Local Settings\\Temporary Internet Files\\OLK1\ \VARIREQ.DOC c JC ENGINEERING, Inc. Civil & Environmental Engineering 2854 Cranberry Highway East Wareham, Massachusetts 02538 Ph. 508-273-0377—Fax 508-273-0367 APPENDIX A In accordance with 310 CMR 15.401 - 15.405, the following local upgrade approvals are requested from 310 CMR 15.211 & 15.212: 1.) A 2.6' (10.0 - 7.4') waiver for the setback from the proposed pump chamber to the front property line due to site constraints. 2.) A 3.5' (10.0 - 6.5') waiver for the setback from the proposed leaching facility to the front property line due to site constraints. 3.) A 1.0' (5.0' - 4.0') waiver for the setback from the proposed leaching facility to the E.S.G.W. elevation so as to reduce the mounding of the gravel parking area and retain parking access. A local variance is requested from Article 2 (Soil Stability), Section 360-2 to allow the upgrade of an existingsewage ewage disposal system. I F"0111 ",CAPEi,JIDE FAX NO. :5084293928 Nov. 21 2ooe 114:iepm �:11 II C',,hristiaa Cramp Meeting.Asyociati,on 39 Prospect Avenue Centerville,MA 02632 II i 1`da�c.tlt�e>111, 2U08 Board.(:.f etilth f owes o F B l'Wtahle 200 Niain StIvet gyajini+,, i i � PE: Dec lei. LFTr.,Of Alrthorizatiori i I I Dear lG o n,QIP; of the Board: i i I I Let it be kn rvsi that We,tllr Christian Camp Mecting Association, do hereby authorize J Frlgirlee ii'qg, Inc, of'Fast Wareham,MA 02538 to represent my intefie.sts regarding tl-.,e Upgrade of 11�sewage disposal system located at 915 Craipille Beach Road,Centerville MA.02632 rslmeeiinbs butli public and private. `yincFerel}, I .� � ,��'����4'"" Y"�-'��G•Y.�YD YL C:�jsK�.7' C� ��y i"K. ��--4n'� �y���a„�i�., Representat'vfs oft e. C'hristlaii Carnp Meeting Association i i i I I i i f ii I I LETTER OF TRANSMITTAL JC Engineering Inc. Civil&Environmental Services 2854 Cranberry Highway Telephone: 508-273-0377 E.Wareham,MA 02538 Facsimile: 508-273-0367 TO: Town of Barnstable DATE: 11/26/08 JOB NO. 1524 Board of Health RE: BOB Variance Package 200 Main Street 915 Crai ville Beach Road Hyannis,MA 02601 Centerville,MA WE ARE SENDING YOU: X Enclosed _ Under separate cover via X the following: Report _Prints _Brochures Shop Drawings Specifications _Copy of Letter _Change Order Forms Please find enclosed the following for your review and approval: 1 ) four copies of an executed variance request form 2.)four copies of septic system design plan dated November 25 2008 3 four signed representation authorization letters 4)one executed Soil Suitability Assessement for Sewage Disposal form, and 5.)one check for$85 (variance request fee). THESE ARE TRANSMITTED as checked below: f X Z4 _ a 0D For Approval _Resubmit Copies for Approval For Your Use _Approved as Noted Copies for Distribution �n As Requested _Returned Approved as Submitted _ t� Rn Returned For Review and Comment For Your Information REMARKS Should you have any questions,please feel free to contact our office. //6YCOPY TO: File(1), Capewide(1) SIGNED: Mich el P me tel, E.I.T. Town of Barnstable P# ' Q Departineat of Regulatory Services F Public Health Di*ision Date •alP 200 Main Street.Hyannis MA 02601 t - b Date Scheduled Ar Time • t Fee Pd.� r Soil Suitability Assessment for Sewage Disposal Performed Br. Nliwila,�Mry 15 I T S - f Witnessed By: �o�++�•o l�riw+gpgts �5 LOCATION&GENERAL INFORMATION FEWCONMUCTION Address CQ.k.rllk �a'Ae"A.od. Owner's Nam�Cinr,'5r,*E71 953ocCCAddress 39 QQfo�Qec 2 L S'O o 1 Ge cn,i--tEngineer's Name�%tsYat..)REPAII Tele hone# So 8� y Land Use ae..<>n eesa r} Slopes(%) "rio Surface Stones_ 1114 Distances fmm: Open Water Body +i30 R Possible Wet Area 3212 tt thinking Water Well >sSe fl Drainage Way �ie It Property Line lto � y R Other SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests.locate wetlands in proximity ro holes) 5M Amaf;p �tuta Parent material(geologic)_ Utxelsdas Depth to Bedrock >120"a.G•S. Depth to Groundwater. Standing Water in Hole: �4 8'�'S Weeping from Pit Face Estimated Seasonal High Groundwater 72 B 3 C.+en�rial a DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used `Ae.Cr n < e 13 Depth Observed standing in obs.hole: IL S .l_ In. Depth to soil mottles:71 13 wee S, Depth to ping from side of obs.hole: stao' .r_.�. In. Oroundwoler Ad usttnent In. Index Well! Reading Date: Index Well level Act.Poctor J Adj.Groundwpter LevatD PERCOLATION TEST VHoIc# tion 79me at 9"Perc Time at 6" .Start Pre-soak Time® '�i"it. Time(9"•6") End Pre-soak 41:26 Rate MinAnch <2tn Site Suitability Assessment: Site Passed / Site Failed: Additional Testing Needed(YIN) N Original: Public Haith Division Observation Hole Data To Be Completed on Back-------- ***If percolation test is to be conducted within 100'of wetlands you must first notify the, Barnstable Conservation Division at least one(1)week prior to beginning. Q:SEPI70PERCPORM.DOC DEEP.OBSERVATION HOLE LOG Bole# Depth from Soil Horizon Soil Texture .Still Color Soil I. Other Surface(in.) (USDA) (Munsell) i Mottling (Struetum Stood;Boulders. iFl-tt0 L MKO.SHNC 2.SV ��t l2�,a`rµq(y irNNQN4 @$�t r �yr ♦oo DEEP OBSERVATION HOLE LOG Hole# z Depth from So(1 Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Sbwur%Stones,Boulders. 306'-tt0' C. MeD. Swo VS1 -It L,V ICP(R.'7 sr*ft0.',12 t4 Lear. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Solt Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulder. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(ice.) (USDA) (Munsell) Mottling (Structure,Stones.Boulder. Flood Insurance Rate May: / Above 500 year flood boundary Noy Yu Within 500 year boundary No Yes Within 100 year flood boundary No Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in ail areas observed throughout the area proposed for the soil absorption system? YE5 If not,what is the depth of naturally occurring pervious material? Certification I certify that on fe-L7-F9 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and w p rience described in 310 CMR 15.017. Signature Date QAS MLNPBRCFORM.DOC e YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates[cost$40.00 for 4 years]. A business certificate ONLY REGISTERS YOUR NAME in town [which you must do by M.G.L.-it does not give you permission to operate.] You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and.get the Business Certificate that is required by law. CV'�th e (� C_'GZ 471P �B • ��� ' DATE: - -7, [ Fill in please: APPLICANT YOUR NAME/S: d- `�' - - BUSINESS YOUR ME ADDRESS: 3 Q (5pk - tag XMW TELEPHONE # Home Telephone Number NAM E :]F CORPORATION USIN.ESS TYP.,. OF77 BUSINESS (Z S THIS A HOME OCCUP..ATI N? YES NO AD;DRESS'OF BUSINESS. MAP/PARCEL NUMBER [Assessing] 5 00 cv` t.`� a �-3 �� When starting a new business there are several things you must do in order to be iA compliance witk tie rule"and regulation oRhe Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - [corner of Yarmouth Rd. &Main Street] to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER' OFFICE This individual has ee ' fo Id of any er equirements that pertain to this type of business. thori ed ig a ure** COM ENT 7� C�� � KJ 2. BOARD OF HEALTH This individual has been inform the rmit requirements that pertain to this type of business. Authorized,Sig atu ** P COMMENTS: �1.L /,d 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: r - r EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES12/69- 08: B. JC Engineering representing Christian Camp Meeting Association, a owners `9115 C_raigville::B-each-Road;�Map/Parcel 225-001, Centerville 2.5 acre parcel, three variances regarding setbacks. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve the following variances at 915 Craigville Beach Road, Centerville 1) 2.6 foot variance from property line to pump chamber. 2) 3.5 foot variance from leaching facility to front property line. 3) One foot variance for the groundwater separation. 4) Local variance from Article 2 Section 360-2 (soil stability) to allow for the upgrade of septic system. (Unanimously voted in favor.) vs AL '2ag�s2 Staff meeting notes 12-2-08: 915 Crai ville h Road Centerville: -Is it a 1500 o 1000 allon pump chamber proposed(says both, 1,000 used most)? -Need 12" cove o r SAS (varies on plan) -Is a coastal bank present? -Inspect existing tank to remain to see if it '�,Vaterlioj (in ground water) `=" IJ-Ensure new PC is watertight sealed _,n o, -Perc test form submitted? 54 Circle Drive,Hyannis: -Need to show buoyancy calcs -Need an effluent filter -Recommend watertight mono Septic Tank and Pump Chamber -Perc test form submitted? Note: could not verify GW adjustment as USGS site down, but appears correct with 3.9' adjustment in a zone c with a 34' adjustment. 35 Iyannou0h Road, Hyannis: -Note: Applicant did know prior to purchase that they needed Board of Health approval for less then 4' separation to groundwater per site plan review. -Proposed sewage flows need to include all employees (drivers)per DEP (Brian Dudley) which will increase the flows from what they are providing -Septic regulations are under "310" CMR, not"314" as referenced by Baxter Nye. 63 Pirates Cove, Osterville: -Septic tank invert and D-box invert are the same (El 9.8) DS called engineer to let him know PROVIDE CAST IRON FRAME & COVER AND H-20 PROVIDE CAST IRON FRAME&FOUNDATION CONCRETE RISER OVER INLET&OUTLET COVER OF CONCRETE RISER OVER D-BOX COVER F.G. H-20 FINISH GRADE OVER FLOW DIFFUSORS = 9,0' - 9.3' 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE GENERAL NOTE S EXIST. SEPTIC TANK AND PROP. PUMP CHAMBER TO F.G. SLOPE @ 2°n MIN. OVER SYSTEM 1• UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION F.G. OVER S.T. EL.= 9.3'± METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE 2"SCH. 40 FINISH GRADE OVER D-BOX= 9.3± 4"SCHEDJLE 40 PVC MIN SLOPE 1% INSPECTION PORT&ACCESS BOX WITH 2"OF 1/8"TO 1/2" DOUBLE WASHED STONE CODE AND ANY APPLICABLE LOCAL RULES. @ BLDG. EL.= 9.5'+ FINISH GRADE OVER P.C. EL.= $,Q± TO D-BOX H-20 COVER TO GRADE (SEE NOTE#21) 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 7.4' 12" MIN. DESIGN ENGINEER. EXISTING SEPTIC PIPE PROP. 36"MAX. 36,"M TOP OF SAS= 8.30' PROVIDE C.I. FRAME& 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL 1 COVER AND H-20 �-," 2" DROP MAX. ` j 4"SCH. 4" PVC OUT 12" MIN. SYSTEM UNLESS OTHERWISE NOTED. 16" 3 3" DROP MAX. 9" 40 PVC ! TO LEACHING 7.76' 36"MAX. CONCRETE RISER OVER 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN SLOPE@ 1%min. FACILITY BREAKOUT EL = 8.0j5h ALL CHAMBERS WITH _ o o PIPED INLETS ELEVATION =8.05' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. CONTRACTOR SHALL # 10" I 14" = UNLESS A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND VERIFY SIZE& -� 48•� 00 � THE TOP OF THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONDITION OF EXIST. NV OUT= _ 0 0 LIQUID * = 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SEPTIC TANK LEVEL - 7'3 O 0 00 0INLET TEE O o 100 o 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. CONTRACTOR SHALL t 1 " o 0.96 0 e OUTLET , 11I. -Te OUTLETS) o VERIFY CONDITION OF 22"ZABEL FILTER TEE $,07 _.- _ 7,90' o0 0011 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK EXISTING TEESFILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS AND REPLACE AS MODEL#Al801-4x22 6"CRUSHED STONE 1.0' 1 0' 1.0' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH NECESSARY OVER MECHANICALLY 1.5' 5.756" CRUSHED STONE 8.0' (TYP)COMPACTED BASE 2"PVC 4.0' AND DESIGN ENGINEER. OVER MECHANICALLY 50.0' (TYP.) LENGTH 8'-3.5" WIDTH 5'-5.5" DEPTH 5'-11.5" COMPACTED BASE 8. ELEVATIONS BASED ON 1929 N.G.V.D DATUM OF 10.20' ESTABLISHED ON A EXISTING 2,000 GALLON PROPOSED 1000 GALLON 5 OUTLET DISTRIBUTION BOX Ir. GROUND WATER ELEV.= 2.80 6.0 BONNET BOLT OF A FIRE HYDRANT, AS SHOWN ON PLAN. H-20 SEPTIC TANK H-20 MONOLITHIC PUMP CHAMBER TO BE INSTALLED ON A LEVEL STABLE 4'MIN. 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION . FIRST TWO FEET OF OUTLET (SEE GENERAL NOTE#22) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT BASE TANK SHALL BE INSTALLED ON A LEVEL STABLE BASE /6 - 4' X 8� ..L„ FLOWDIFFUSOR 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES PIPES TO BE LAID LEVEL. TYPICAL FLOW DIFFUSOR PROFILE FLOW DIFFUSOR END VIEW TO THE DESIGN ENGINEER. EXISTING 2,000 GALLON H-20 SEPTIC TANK & CROSS SECTION VIEW 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE *CONTRACTOR TO TO ANY PROP. 1 ,000 GAL. H-20 MONO. PUMP CHAMBER H-20 DISTRIBUTION BOX DETAIL FLOW DIFFUSOR DETAILS MADE WATERTIGHT. ELEVATION PRIOR TO ANY WORK& NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM a t APPROPRIATE AUTHORITY. BUOYANCY CALCULATIONS TEST PIT DATA b . • 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS Benchmark • ~ 0 LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE Hydrant Bonnet Bolt 1,000 GALLON H-20 CONCRETE MONOLITHIC PUMP CHAMBER : ' � � - a �''• PERC NO.: 12411 THEY SHALL WITHSTAND H-20 LOADING. Elev. = 10.20' ELEVATION OF HIGH GROUNDWATER EL.= 2.80' N.G.V.D. 1929 BOTTOM OF PUMP CHAMBER EL. = 1.5' INSPECTOR: Donald Desmarais, R.S. 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. WATER DISPLACED= (2.8'- 15)x 8.29'x 5.46'= 58.8 C.F. ©��� • Cr . EVALUATOR: Michael Pimentel, E.I.T. 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE WEIGHT OF DISPLACED WATER=58.8 C.F. x 62.4 LB/C.F. = 3,672 LBS _ • ••0 �'• •u' • . DATE: November 13, 2008 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. WEIGHT OF 1,000 GAL. H-20 CONCR. PUMP CHAMBER= 10,400 LBS . • ••• •. �,, REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, VOLUME OF SOIL ABOVE TANK=8.29'x 5.46'x(8.9'-7.4')= 67.9 C.F. •• ► jp a 4L at:0 ` 1$ TEST PIT#: 1 • • 1 FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). WEIGHT OF SOIL ABOVE TANK=67.9 C.F. x 110 LF/C.F. = 7,468 LBS ` �'� �• �'�� • ELEV TOP- 8.80' PROPOSED INSPECTION PORT WITH H-20 ACCESS PORT # • - 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN ' \ 10,400 LBS +7,468 LBS= 17,868 LBS >3,672 LBS (ACCEPTABLE) c ` \. •••"'! ELEV WATER= 2.80' SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. REMOVE ALL UNSUITABLE MATERIAL DOWN TO"C" - w SOIL AND REPLACE WITH CLEAN COARSE SAND • - ,. _.�' `� ' PERC RATE - <2 MPI 16. PROPOSED PROJECT IS LOCATED WITHIN: FLOOD ZONE LINE J o «► -' �e ASSESSOR'S MAP 225 PARCEL 1 Q PER FEMA MAP / �O ^ PROPOSED H-20 DISTRIBUTION BOX NOTE: ,r i`T "' DEPTH OF PERC- 34"-52" 7 Y ^ PROPOSED - F W DIFFUSORS , ." 13 + t OWNER OF RECORD: CHRISTIAN CAMP MEETING ASSOCIATION MAP 206 `�8' 9 O OSED (6) 4'x8 LO D F USORS WITH 1 OF STONE 1.) ENTIRE PROPERTY IS LOCATED WITHIN A COASTAL DUNE .- L.00Us TEXTURAL CLASS: 1 ADDRESS: 39 PROSPECT AVENUE Z / ° `� \ BARRIER BEACH UNIT "BA-9" . I* g PARCEL 13 / ,moo' O 0 ROPOSED 1,000 GALLON ( ) ` ' -- CENTERVILLE, MA 02362 2. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE t FEMA FLOOD ZONE B o. '^Tg.g H-20 MONOLITHIC PUMP U.P.#79 ) � '�� ------ " ,. �\ TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT.° � � CHAMBER �� D * .. "` 0" 8.80' � COMMUNITY PANEL# 250001 0008 D a ',� Mo TP 1 ��\ ti-k� Fill z z \ 8.8' ^' C �in ` 34" _ 5.97' 17. DEED REFERENCE: otiFq��Fe Z = �9V�\ g� / O�ti� r` e /Z Perc -{, L.C.C. 2986 Q� b �C �oc Ert. 18. PLAN REFERENCE: ER ILL�E` ARgal� 'moo ,moo' '� C/O � i+✓ EXISTING (6) -4'x8' FLOW 52" Cy L.C. PLAN#14697-A o i cq DIFFUSORS WITH V OF STONE PER ASBUILT(TO BE ABANDONED) 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. LOCUS PLAN 20• PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY ^� w FOR SEPTIC SYSTEM UPGRADE. .iC ENGINEERING WILL NOT ASSUME ANY LIABILITY 9 EXISTING 2,000• \ \ GALLON H-20 SEPTCC? ti� SCALE: 1"= 1000' Medium Sand FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. w C 2.5Y 7/1 TANK PER ASBUIL ® U.P.#78 -- ^- (loose) 21. A 4" PERFORP,TED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A EXIST. //�� DEPTH OF� l,'E 13OTTON,OF THE SAS AND EXTEND TO TWIT!-MN v�*Or-FINI.SN. _1+~, ;�, A \ 12 MAP 225 \\��> w \ CBN � DESIGN DATA M REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. \ \'� � '� � Mottling72" PROP. DESIGN FLOW BASED ON EXIST. S.D.S. AS-BUILT FLOW CAPACITY \ w� ` 3 \ 72" = 2.80' 22. IN ACCORDANCE WITH 310 CMR 15.401 - 15.405 THE FOLLOWING LOCAL UPGRADE PARCEL 1 \ ° \ �% EXISTING S.D.S. FLOW CAPACITY: 10Yr 5/8 w �� '-,�, APPROVALS ARE REQUESTED FROM 310 CMR 15.211 & 15.212: 2.49 AC.± `' EXIST. EXISTING SIX 6 4'x 8' FLOW DIFFUSORS WITH 1'OF STONE 1.) A 2.6' (10.0 -7.4')WAIVER FOR THE SETBACK FROM THE PROPOSED PUMP CHAMBER TO O w ®CBN. \ O- Standing84" , SIDEWALL CAPACITY: (6 + 50)(2)(0.96)(0.74 GPD/S.F.) = 79.6 GAUDAY 84" = 1.80 THE FRONT PROPERTY LINE. N o \ �� \ 2.) A 3.5' (10.0-6.5')WAIVER FOR THE SETBACK FROM THE PROPOSED LEACHING FACILITY C11 -- BOTTOM CAPACITY: (6'x 50')(0.74 GPD/S.F.) = 222.0 GAUDAY TO THE FRONT PROPERTY LINE.INV.=8.7'± v/ ��y, TOTALS: '- '3.) A 1.0'(5.0 4.0)WAIVER FOR THE SETBACK FROM THE PROPOSED LEACHING FACILITY TO �OF e e. TOTAL LEACHING AREA 407.6 SQ. 120" -1.20' THE E.S.G.W. ELEVATION. \Aq , TOTAL LEACHING CAPACITY 301.6 GAL./DAY TEST PIT CONDUCTED DURING FULL MOON HIGH TIDE 23. A LOCAL VARIANCE IS REQUESTED FROM ARTICLE 2 (SOIL STABILITY), SECTION 360-2 TO A,Oy w \ -- -- --- ----�- -�---- -- ----- ----- ALLOW THE UPGRADE OF AN EXISTING SEWAGE DISPOSAL SYSTEM. Cb S PROPOSED S.D.S. FLOW CAPACITY. TEST PIT DATA #915 2 /Lj \ U.P.#77 PROPOSED SIX(6)-4 x 8 FLOW DIFFUSORS WITH 1 OF STONE LEGEND / \ ��, � SIDEWALL CAPACITY: (6'+ 50')(2)(0.96') (0.74 GPD/S.F.) = 79.6 GAUDAY EXISTING �, poro \ PERC NO.: 12411 -- - 50 - - EXISTING CONTOUR ��q�3 \ \ \ BUILDING \ \ y� BOTTOM CAPACITY: (6 x 50)(0.74 GPD/S.F.) = 222.0 GAUDAY % rF c w INSPECTOR: Donald Desmarais, R.S. / ,,-6 �76 <'?i \ \ TOTALS: \, TOTAL LEACHING AREA 407.6 SQ.FT. EVALUATOR: Michael Pimentel, E.I.T. 50 PROPOSED SPOT GRADE / / \ �` \ IN, �17 \ TOTAL LEACHING CAPACITY 301.6 GAL./DAY DATE: November 13, 2008 50 PROPOSED CONTOUR O p \ \ \ \ \ \ \ \ \ PROPOSED DESIGN FLOW = 301.6 GAL./DAY TEST PIT#: 2 U/hl W EXISTING OVERHEAD WIRES / \ eo \ \ \ \ \ PROPOSED DESIGN FLOW x 200 % = 603.2 GAL./DAY ELEV TOP= 8.80' oC1' \ USE EXISTING 2,000 GALLON SEPTIC TANK W W EXISTING WATERLINE ry \ _ _ ELEV WATER= 2.80 EXISTING FENCELINE \ SWING TIE MEASUREMENTS \ \ \ \ \ DOSING & STORAGE REQUIREMENTS PERC RATE = -X-X-X-X-X- \ S� SCALE: 1" =20' \ \ DESIGN FLOW: 301.6 GPD DOSING REQUIRED: 4 CYCLES/DAY DEPTH OF PERC TEST PIT LOCATION = \ DESCRIPTION BC HYD \ \\ \ J 301.6 GPD/4= 75.4 GAUCYCLE TEXTURAL CLASS: 1 O EXISTING 2,000 GALLON H-20 SEPTIC TANK \ ~ PUMP COVER IN (1) 93.9' 86.1' \ DISTANCE REQUIRED BETWEEN PUMP \ \ ON AND PUMP OFF FLOATS: - O O PROPOSED 1,000 GALLON H-20 MONOLITHIC \4� PUMP COVER OUT(2) 88.7' 80.9' \ 75.4 GAUCYCLE - 250 GAUFT = 0.30 FT/CYCLE 0" 8.80' 1 PUMP CHAMBER (USE 0.33'TO PROVIDE FOR BACKFLOW) 3, LEACHING CORNER(3) 72.5' 63.8' Fill ' PROPOSED 2"SOLID SCHEDULE 40 PVC PIPE STORAGE REQUIRED ABOVE WORKING LEVEL: 301.6 GAL. 34" 5.97' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE LEACHING CORNER(4) 71.4' 64.0 STORAGE PROVIDED ABOVE WORKING LEVEL: 542.0 GAL. -\ ❑ PROPOSED H-20 DISTRIBUTION BOX\ \ \ \ LEACHING CORNER(5) 23.0' 14.9' NEMA 4 JUNCTION BOX CORROSION RESISTANT& INSTALL 1-1/4" PVC TO HOUSE. JOINTS TO BE MADE WATERTIGHT. y \ LEACHING CORNER 6 26.2' 13.8' j �p PROPOSED 4'x8' FLOW DIFFUSOR \f�i , ( ) LIQUID-TIGHT CABLE CONNECTORS SUPPORTED WIRE PUMP AND FLOATS TO SIMPLEX CONTROL PANEL No. 1-CC2 CONNECTORS SUPPORTED BY 1-1/4"PVC CONDUIT, NEMA-1 MFG. HOOVER INSTRUMENTS. 2 12-09-08 MCP JLC BOARD OF HEALTH COMMENTS JOINTS TO BE MADE WATERTIGHT Medium Sand HOISTING CABLE 7 x 19 STAINLESS STEEL C 2.5Y 7/1 1 11-27-08 MCP JLC DESIGN FLOW CALCULATIONS Nq HYD 1/8"DIA./ 1,760 LB. STRENGTH (loose) REV. DATE BY APP'D. DESCRIPTION T __1 2"BALL VALVE w/UNIONS SCH. 80 PVC PROPOSED SEPTIC SYSTEM UPGRADE Y� _ GEORGE FISHER CO. MODEL NO. 560 TSo � � BC 6) � _ / ,^' a - co 3" 2"SCH.40 TO D-BOX PREPARED FOR: V'V� \ O "SCH.40 TEE w/CLEAN-OUT CAP 72 Mo10Yr 5/8ttling @ 72 = 2.80, CAPEWI DE ENTERPRISES 5) O O 3 ALARM ON LOCATED AT �' co O to LIMP ON 1/4"WEEP HOLE IN DISCHARGE PIPE 84" Standing84" - 1 80' 915 CRAIGVILLE BEACH ROAD o PUMP N 2" BALL CHECK VALVE SCH. 80 PVC 100 CENTERVILLE, MA 02632 3) o P.S.I. FLOWMATIC MODEL No.208S --- O - 120" -1.20' SCALE: 1 INCH = 30 FT. DATE: NOVEMBER 25, 2008 " -W OF y 0 15 30 60 120 FEET 4 #915 ) 2 J/ = 1/4 WEEP HOLE IN DISCHARGE PIPE TEST PIT CONDUCTED DURING FULL MOON HIGH TIDE EXISTING ) 1) (2)WIDE ANGLE CONTROL FLOATS - � Jo L cis BUILDING (BARNES 073618) 2"SCH.40 PVC DISCHARGE PIPE RESERVED FOR BOARD OF HEALTH USE U CHU CHILL =, PREPARED BY: 1: PUMP ON/OFF 120 ACTIVATION i JR. JC ENGINEERING, INC. 2: ALARM ACTIVATION BARNES SE411 PUMP 0.4 H.P., 115 V, 1750 0, 180 1.) MEAN HIGH WATER LINE, AS SHOWN ON THIS PLAN, WAS ' 2854 CRANBERRY HIGHWAY DELINEATED BASED ON THE U.S. DEPARTMENT OF COMMERCE 17000 GAL. H-20 CONCRETE RPM, 2"DISCHARGE PASSING 2"SOLIDS NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA), (IMP. DIA. = 5.44")OR EQUAL EAST WAREHAM, MA 02538 SITE PLAN MONOLITHIC PUMP CHAMBER � y 508.273.0377 STATION ID: 8447605; HYANNISPORT, MA (EPOCH: 1983-2001). - - - - --- 3 - - - - --- SCALE: 1"=30' NOT TO SCALE Drawn By: MCP Designed By:MCP i Checked By:JLC JOB No.1524