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HomeMy WebLinkAbout0038 HARBOR HILLS ROAD - Health (2) J O Harbor Hills Centerville A= 247-072 S M EAD No. 2-153LOR UPC 12534 smead.com • Made in USA �s�crc,�o c z I SDI �SPSA` " '" Town-of Barnstable Department of Regulatory Services DAM Public Health,Divisi on Mnss Date L qua 16s9. �e�. 200 Main Street;Hyannis MA'02601 1 ;pate Scheduled, Time AD Fee Pd. c::. P ;Soil Suitability Assessment for Se e Dis osal �y Performed By: �GQ ���CC4C e Witnessed;By: LOCATION.&& GENERAL INFORMATION Location Address 3 4v r 4i 11y.J?j Owner's Name (;er►�ery�l(e / 7 Address Assessor'sMap/Parcel: 247/72 EngineeesName_CVWI CAM M610nN NEW CONSTRUCTION REPAIR. � Teelephone# Qj—j j"Z�.- �C41 Land Use: 7/-i51�� q•i Slopes(%) J 9d Surface Stones /�/ Distances from: Open Water Body- 6 97ft Possible Wet Area 0 ft Drinking Water Well ft. Drainage Way. ft Property Line ft Other "°"` ft; SKETCH:(Street name,dimensions of lot,exact locations.of test holes&pert tests,locate wetlands in proximityto'holes) 4D Fl�D,92, 4r—, Parent material(geologic) Depth to Bedrock ��¢ Depth to Groundwater. Standing Water in Hole .N�� Weeping from Pit Face '- Estiinated.Seasonal High Groundwater, ,-- Method Used: DETERMINATION'FOR SEASONAL HIGH WATER TABLE . Depth Observed standing in obs.hole: in. .Depth to soil mottles: in Depth to weeping from side of obs'hole: in Groundwater Adjustment _ fL Index Well# Reading Date: Index Well level Adj Jactor Adj`..Groundwater Level PERCOLATION TEST Date Time Observation rj Hole# �i-" Time at 9" Depth of Perc Time at E" ' Start-Pre-soak Time Time(9"-6") End.Pre-soak t[f ii d Rate MinZhch L[te r R i r✓{ Site Suitability.Assessment SiteFassed y Yee" Site Failed: :Additional Testing Needed(YIN) I V Original: Public Health Division Observation Hole Data To.Be Completed on Back---------_ ***If percolationtest,is"to be;conducted within 100' of wetland;you must first notify the Barnstable Conservation Division at'least one(1)week prior to beginning. Q:\StP-nC\PERCFOR1VLDOC' u s . DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) < DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture. Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) FIood Insurance Rate Mau: / Above 500 year flood boundary No— ,Yes Within 500 year boundary NOZ-% Yes_ Within 100 year flood boundary No V Yes_ Depth of Naturally Occurrinh Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ���� If not,what is the depth of naturally occurring pervious material? Certification . I certify that on � (date)I have passed the soil evaluator examination approved by the Department of Envir d nmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. r Signature / Date Q:\SEPTIC\PERCFORM.DOC Town of Barnstable Barnstable Board of Health AlAineficaCHy BARNSTABLF- KASS. g 200 Main Street,Hyannis MA 02601 039. 2007 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 John T.Norman Donald A.Guadagnoli,M.D. September 6, 2018 Mr. Daniel A. 0jala, P.E., P.L.S. Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 3 fib-, Dear Mr. Ojala, You are granted variances on behalf of your client, Carol Pillsbury, to repair an onsite sewage disposal system at 38 Harbor Hills Road, Centerville, Massachusetts. The variances granted are as follows: 310 CMR 15.405- To construct a soil absorption system five (5) feet away from a property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.405: To construct a soil absorption system 17.2 feet away from a foundation wall, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.405: To construct a soil absorption system 11.9 feet away from a catch basin, in lieu of the twenty-five (25) feet minimum setback required. These variances are granted because the physical constraints at the site severely restrict the location of the septic system due to the small size of the lot. Sincerely yours Pau J. i D., C r an Q:\WPFILES\Ojala Pillsbury 38 Harbor Hills Rd Cent Aug2018 Variances.docx Yt1t,s 141E DATE: Wa 0 $95.00 FEE*: # A BARNgrABM 16q. a�e� Town of Barnstable REC.BY: Ep MA'1 r:%�'i SCHED.DATE: Board of Health . 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Donald A.Guadagnoli,M.D. JunichiSawayanagi VARIANCE REQUEST FORM LOCATION t t` Property Address: Q,✓64r ,('T1 4 p Assessor's Map and Parcel Number: CR7� Size of Lot: Wetlands Within 300 Ft. Yes Business Name: No 44 r Subdivision Name: APPLICANT'S NAME: Or 11 C044t { Phone 771 - 93 9V Did the owner of the property authorize you to represent him or her? Yes , No PROPERTY OWNER'S NAME CONTACT PERSON Name: � •�4 0' [ gown Cape g4m`� 0 s Name: � ��• a r d -1 L � Mar•. J'�• Y�-tirow P�✓'�" Address: '� Gt�C�C� '4 P. ti Address: 73� Phone: MA Phone-(J-5 t 3 6&— liJ"% EMAIL: C O M VARIANCE FROM REGULATION(Incl.Reg.Code#) REASON FOR VARIANCE(May attach separate sheet if more space needed) A-00- 4 a u 1 t o- d A . NATURE OF WORK: House Addition 11 , House Renovation LJ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit first four on list as 5 collated packets. A. Five(5)copies of the completed variance request form B. Five(5)copies of MA DEP approval letters for Innovative/Alternative septic system(when proposing an I/A system or secondary treatment unit(S.T.U.). C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: health@town.barn stable.ma.us D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic version. _ A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S. Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant must notify abutters 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—Five(5)copies of full menu submitted(for grease trap variance requests only). _ Fee Submitted*$95.00 for the following variances: 1)New construction, 2) Septic repairs with increase in flows, and 3)New owner/new lessee applying.for food, pool or body art variances. Exemptions from Variance Fee: 1) Septic repair without an increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance"). _ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED Donald A.Guadagnoli,M.D. C:\Users\decolIik\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\QDLJENHC\VARIREQ Rev APR 4- 2018.docx VARIANCES REQUESTED: UNDER MAX. FEASIBLE COMPLIANCE 15.405: (1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5') (lb): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 17.2') (1f): REDUCTION IN SETBACK, LEACHING CATCH BASINS (25' TO 11.9') 1 COMPLETE /N COMPLETE THIS.SECTIONON DELIVERY ■ Complete items 1,2,and 3. A. Signatur ■ Print your name and address on the reverse X Agent so that we can return the card to you. Addressee 1 Attach this card to the back of the mailpiece, B• Received by(Prin^te^d"N7aame) . Date of Delive or on the front if space permits. X Ed eet� l- /'er 1. Article Addressed to: D.,Is delivery address different fro item 19 Yes If YES,enter delive add ess belovy: ❑No SC 1,M - /TJt171/rJlI-) oars) _ .. II I IIIIII I'll III l lI I I I III'I III III I I l I I I II III 3. Selt'sil Type Priority Mail Expresso ❑Adult wature a� O Registered MaiIT"' ❑Adult-Si natureRestrictetl Delivery El Registered Mail Restricted Certified Mail® .s�""Ww..�..��'` Delivery 9590 9402 3974 8079 6206 12Certified'Mail Restricted Delivery ❑Return Receipt for bbb Collection Delivery Merchandise 2. Article Number./Transfer.from Service/abe0 ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationT"' _ 1 ❑Signature Confirmation i. i.7017,j_019 0 i. 0 0 0 0;.,,2,5 2;5 t;747 3 :_icted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 �vy-`F Pf fish is Domestic Return Receipt r USPS TRACK NG# First-Class Mail Postage&Fees Paid USPS Permit No.G-10 9590 9402 3974 8079 6206 12 United States •Sender:Please print your narne,address,and ZIP±411 in this box* j Postal Service I Down Cape Engineering, Inc. 939 Rte 6A- Suite C Yarmouth Port MA 02675 COMPLETE THIS SECTION ON DELIVERY ■ Complete items..A 2,antr3. "' a Si ature) ■ Print your name and address on the reverse ❑Agent so that we can return the card to you. X (/ L9'-118dressee ■ Attach this card to the back of the mail piece, B• eceive (Printed Name) C. Da _of Delivery or on the front if space permits. P �� r A 9 1. Article Addressed to: D. Is delivery address different from item 1 . ❑ es It YES,enter delivery address below: ❑I No lMUAA � �^ Ida Lewla�� P>!c.tk 60,. 39 (��tom^-`�'�`�-`"'`► M� ��� � D��II I IIIII III II I III I I II'I III III I I IIII I I 3. Service Type ❑Adult Signature ❑Priority Mail Expre ss® ❑Registered Mail- 0 Adult Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 3974 8079 6206 05 h Certified Mail® Delivery Certified Mail Restricted Delivery ❑Return Receipt for i ❑Collect on Delivery Merchandise 2. IArtinla NuinIn r frransfer from s0ri6ce label)___ Collect on Delivery Restricted Delivery 0 Signature ConfirmationTM f Signature Confirmation 701 7. 01�9 0 0 0 0 0' 2 5 2 5 7 4 8 estricted Delivery Restricted Delivery r PS Form 3811,July 2015 PSN 7530 02-000 9053 ��� P�.'Is b,,,,.y Domestic Return Receipt uW67'.iR44I���!!U First-Class Mail Postage&Fees Paid. USPS Permit No.G-10 9590 9402 397`4 8079 6206 05 I United States •Sender:Please print your name,address,and ZIP+4®in this box• Postal Service Down Cape Engineering, Inc. 939 Rte 6A- Suite C Yarmouth Port MA 02675 i -SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. na urr ■ Print your name and address on the reverse X C�� Agent so that we can return the card to you. Addressee ■ Attach this card to the back of the mailpiece, B. Received by-(Printed Name)o' e of liv or on the front if space permits. _71110 4-) 1. Article Addressed to: D. Is delivery address different from item 1 Y If YES,enter delivery address below: Elo Iflllll� I'IIIIIII�III IIII'IIIIIIIIIIIIII IIIII 3. ServAdult Signature ❑RegiteredMailTM O ❑Adult Signature O Registered Mai1rM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted r"Certified MaiIO Delivery 9590 9402 3974 8079 6202 92 �]Certified Mail Restricted Delivery ❑Return Receipt for 0 Collect on Delivery Merchand ❑Collect on Delivery Restricted ❑Restricted Signature ise ConfirmationT"' 2. Article Number_(fransfer from sernce Label) ___ _. ___ _______I SignatureConfirmation ! 7 017 0190 0000 2525 7 4 4 2 rioted DeliveryDelivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt uses rnc. lyr� ... k Postage&Fees Paid USPS :l Permit No.G-10 9590 9402 3974 8079 6202 92 United States •Sender:Please print your name,address,and ZIP+4®in this box• Postal Service I agwn Cape.Engineering, Inc.. 93,9 Rte 6A-Suite C Yarmouth Port MA 02675 liiilhlllIl_1iial.Ii!Ill li llllIifill1111Illlfillll.l.I!a!iilfill tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. Daniel E.Gonsalves,E.I.T.,S.E. structural design August 3, 2018 Craig J.Ferrari,E.LT.,S.E. site planning Dear Abutter: A public hearing has been scheduled for the Barnstable Board of Health to take action sewage system on a request for variances from the Town of Barnstable Regulations and Title 5 designs Regulations for the subsurface disposal of sewage for the proposed septic system at 38 Harbor Hills Road, Centerville-The variances requested are as follows: inspections Under Max. Feasible Compliance 15.405: (la)Reduction in setback, SAS to lot line(10'to 5') permits (lb)Reduction in setback, SAS to foundation(20' to 17.2') (If)Reduction in setback, leaching catch basins(25' to 11.9') Said hearing will be held in the Hearing Room, South Street,Hyannis,August 281h at 3:00 pm. Plans and the application describing the proposed activity are on file at the Board of Health office,200 Main Street,Hyannis. It is recommended to check with the Health Department to confirm date and time if you are interested in attending. Sincerely, Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. f TRANS. NO.: CITY/TOWN: LA APPLICANT: —00rz')i—u1Ti ADDRESS: DESIGN FLOW: gpd REVIEWED BY: `� e^ BATE: '7—Z'l— 1 V-7> N/A OIL NO `l_vJ�l�E ri jp- s i xY .r ,�� 9 i� �4�,<.rt •ss��� i`t t��.fr� r+� ts t llw,r, ° ,,�,ff t1, :: Legal boundaries denoted [310 CMR 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on plan [310 CMR 15.220(4)(u)] Locus Provided [310 CMR 15.2204(t)] a/ Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for components) [310 CNM 15.220(4)] Easements shown [310 CMR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces (driveways,parking areas etc.) [310 CMR 15220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] 100, Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] System Calculations [310 CMR 15.220(4)(f)] o/ daily flow septic tank capacity(required and provided) V soil absorption system(required and provided) whether system designed for garbage grinder d/ North arrow [310 CMR 15.220(4)(g)] U Existing and proposed contours [310 CMR 15.220(4)(g)] Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(4)(1-i)] Names of soil evaluator and BOH representative [310 CMR 15.220(4)(h) and (i)] Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(1)] v Percolation test results match loading rate? [310 CMR 15.242] V001 Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CUR 15.220(4)(n)] Address � � kL-us Sheet 1 of 7 r g� N/A OK NO Location of every water supply, public and private, [310 CMR 15.220(4)(1c)] within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location in the case ✓' within 150 feet of the proposed system location in the case VI of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located [310 CMR 15.220(4)(m)] (if water line cross see 310 CNM 15.211(1)[11) Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(o)] Stamp of designer [310 CMR 15.220(1) and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor (required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2) or as ✓ approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] Test hole adequate to demonstrate four feet of suitable material? [310 CMR 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)] Benchmark within 50-75' of system [310 CMR 15.220(4)(q)] r✓ Materials specifications noted? [various sections of 310 CMR 15.000] System components not> 36" deep (unless Local Upgrade Approval or LUA requested) [310 CMR 15.405(1(b)] Address Sheet 2 of 7 N/A OK ICIO wp �,t�.R� J.@ "���.ry .-yd' r Size OK? [310 CMR 15.223(1)] ✓ Inlet tee located ten inches below flow line [310 CMR 15.227(6)] ✓ Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 CMR 15.227(6)] Outlet tee with gas baffle or approved filter [310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR 15.228(1)] °-01 Separation between ilzlet and outlet tees (no less than liquid depth) [310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA [310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater) - middle,access at least 8" (by 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade - one port for systeins<1000gpd, two for systems >1000 gpd [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation [310 CMR 15.211(1)] ✓ Buoyancy calculation Required/Done [310 CMR 15.221(8)] H-20 Where appropriate? [310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211] ✓ l dZ7 'F�q -s T_ 6 tt k Sfi r w S�e u f � [,3fK- f } i .'Er,ulta �oxxapai tenet r 7 ........... Required when other than single-family dwelling or flow>1000 gpd [310 CMR 15.223(1)(b)] First compartment 200% daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and(3)] ✓ "U" pipe through or over baffle, outlet of each compartment with / gas baffle or approved filter [310 CMR 15.224(4)] t/ Address `3�a � ��� L-�-S �� Sheet 3 of 7 N/A OK NO >x+.4 v (rLi`O4-M�1OPIUM -�1: 3� �NHY✓ I.i��.."�f�* .-�.�`�t1� �� l Located at least ten feet from any water line? [310 CNM 15.222(2)] Disposal piping at least 18" below water line(when water and sewer cross, see 310 CMR 15.21l(1)[11) Cleanouts required/provided ? [310 CMR 15.222(8)] Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] a/ Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable [310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] Siphon problein/ (leachfield below pump chamber) Endcaps or vent manifold specified? Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMM 15.251(8) and 310 CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe 611 types allowed) D�Sk2I�CT �011 MONO am tee.............. ....,... .. Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(0] ✓ Inside minimum dimension 12" [310 CMR 15.232(2)(b)] a/ Minimum sump 6" [310 CMM15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] Pb Pf C U . Capacity(emergency storage above working--design flow)? [310 CMR 231(2)] Proper setbacks [310 CMR 15.211 (same as septic tanks)] '^ Watertight 20-in minium access manhole at least 20"MUST BE TO GRADE [310 CMR 15.231(5)] li Service components accessible (not too deep with piping, discomaects accessible) Alarm floats - alarm on circuit separate from pumps specified? Exceeds two units roust have two pumps operating in lead-lag mode. [310 CMR 15.231(6) and(8)] ✓ Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed ? Provided? [310 CIVIM 15.221(8)] t/ Address- ,. w` mu R- f LIL—el Sheet 4 of 7 ill/A OK NO Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1)] Required separation to groundwater? [310 CMR 15.212)] Aggregate specified as double washed [310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) [310 CMR 15.241] Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] �^ Each structure with one inspection manhole (if>2000 gpd must be to grade) [310 CMR 15.253(2)] ✓ l Aggregate I'minimum- 4' maximum. [310 CMR 15.253(1)(b)] r' 2' sidewall credit maximum [310 CMR 15.253(1)(a)] In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)] ✓ Width 2'minimum 3'maximum [310 CMR 15.251(1)(b)] s/ 100 feet-maximum length [310 CMR 15.251(1)(a)] Minimum separation 2x effective depth or width whichever greater (3x if reserve between trenches) [310 CMR 251(1)(d)] ✓ Situated along contours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] v �� � 5 (I�% ai€znui2eobedr ge] 50®0rgir d)` minimum 2 distribution lines [310 CMR 15.252(2)(a)] Maximum separation between lines 6' [310 CM R15.252(2)(d)] r✓ Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] s� Aggregate depth below discharge pipes 6" minimum, 12" maximum. [310 CMR 15.252(2)(g)] Separation between beds IV ininiinum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only [310 CMR 15.252(2)(1)] Address L"VIL- E--5 Sheet 5 of 7 N/A ®K NO .Pressure Dosed System ? Provided pump and piping calculations as required [310 CMR 15.220(4)(r)] Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use Approvals] If used in gravelless system-make sure jet is directed as not to scour soil interface [Guidance Document] a' Inspections once per year (systems<2000 gpd) or quarterly (>2000gpd) good to note on plan [310 CMR 15.254(2)(d)] +/ Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? Impervious barrier and/or retaining wall ? [Guidance Document] v Impervious barrier installation must be supervised by designer [310 CMR 15.255(2)(b)] L", Retaining wall must be designed by Registered Professional Engineer [310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? [310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2) and Guidance Document] At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 (2)(e)] Gra� 1eess aS3�s�ern nwf9PIroyaette►s1 Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge �to, scour soil interface AlterT EP ApprovalLetter provided and/or have you revieeletter for conditions?echnology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on separate circuits ` Did the applicant submit an operation and maintenance / manual? Has applicant submitted a copy of a maintenance ` ictrce 1 rAre the variances listed on the plan? [310 CMR 15.220 (4)(q)] RLS Stamp necessary on plan if a component is within five feet of property line [310 CNIR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.414] Address ` b I L/�r(� a L� �U,5 � Sheet 6 of 7 N/A ®K NO ... .. �! Y -`s,.�a Nctrogeri z �Seyisgtzyea easy y '."' Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CNM 15.214, 310 CMR 15.215 and 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? [310 CUR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR / 15.216(1)] 1� P tr.i �, �iDt?�.'` _ a ur `,{�zi r (,` ¢• Y Nascellajzeoiss h ,icy r g: , A M� ,M,;, T _�� F. .,,?.. :, �'`� .,+;viY : )a .�-d. +v,.,:13 i"r .7k 's°k _ ..Y�.a�: ls, sn .,.� Fr- 4.z.. ss Pumping to septic tank ? [ 310 CMR 15.229] Shared System [310 CMR 15.290] Address „ jAff-ovr, 14-t L.L* t�2 Sheet 7 of 7 AbutterReport . Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '247072' Direct abutters(no set distance) and the properties located across the street. Total Count: 7 +'mil Close Map&Parcel Owners Owner2 Addressl Address 2 Mailing Country Deed CityStateZip 247049 WALSH,TIMOTHY I& 33 HARBOR HILLS CENTERVILLE,MA 17380/242 SALLY E ROAD 02632 247050 SIMONI,MATTHEW T 50 LEALAND PECK DR WRENTHAM,MA 30845/65 &CHRISTINE D 02093 247062 SCHMITT,ALICE M 81 WARREN STREET REVERE,MA 02151 24990/269 ROUGHAN,ZACHARY 247063 D&DIAMOND, 17 FARM HILL ROAD CENTERVILLE,MA 30080/329 BRENDAN H 02632 BIRDSALL,DAVID& YORKTOWN 247071 JUNE A RFD#1 BOX 575 HEIGHTS,NY 1539/311 10598 247072 BOHNE,LYNN E TR CAROL V BOHNE TRUST 25 WOODLAND DR LITTLETON,MA 21887/139 01460 247073 LEE,THOMAS SR& LEE REALTY TRUST OF 26 HARBOR HILLS CENTERVILLE,MA 15402/138 CECILIA HELEN TRS 2002 ROAD 02632 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 8/3/2018. http://maps.townofbarnstable.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 8/3/2018 Town of Barnstable Geographic Information System August 3,2018 247077 247058247065 #85 #26 [j24�7,JOJ,70 #31 227067 247051 2 #33 P781247059 #47 #34 247076 P #93 247071:' # 227066 p�y O z47o5o #41 39 V P47402 V 247082 #20 Z r Q 247063lit#17 Q h .. 227065 247075 #49 247049 #363 - 0 33 247061 #50 Q Z 247163 #10 = 247073 227064 #57 247048 r #27 V E 4 247021 g 4 #372 247074 #12 247022 #382 247046 WP 247041 #204 # 247044001 �f#226 247023 O 247012 ^ #398 #124 }- u 247044002 247209 0 34 Feet42 247043 #415 247208 011118 #24 #20 #110 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:247 Parcel:072 Board of Health Selected Parcel boundary determination or regulatory interpretation. Enlargements beyond a scale of Abutter List Type-Direct abutters(no set distance)and the properties located ... 1"=100'may not meet established map accuracy standards. The parcel lines on this mapwr are only grephic representations of Assessor's tax parcels. They are not true property across the street. Abutters boundaries and do not represent accurate relationships to physical features on the map J " such as building locations. Buffer ''E tel,(608)362-4541 939 main street rt Be fax(508)362-9880 yarmouth port mass 02676 down cape engineering, inc land court CIVI!engineers&land surveyors Daniel A,OJela,P.E.,P.L.S. surveys Arne H.Cyala,P.E.,P.L.S, Daniel E.Gonsalves,E.I.T.,S.E. Craig J.Ferrari,E.I.T.,S.E. structural design sale planntng August 1,2018 b sewage system deslgns Re: 38 Harbor Hills Road y I i Inspections I s To the Barnstable Board of Health permits I hereby give my permission for Down Cape Engineering to represent me at any upcoming Board of Health meetings, f v date LOwner/legal representative I E . q TOWN OF BARNSTABLE N�-►- b v LOCATION SEWAGE# _t-40-4T - VILLAGE ASSESSOR'S MAP&PARCEL _�4•7-7 _ INSTALLER'S NAME&PHONE NO. C a I?l- q3- SEPTIC TANK CAPACITY L`K 1 i s 1 .41— /l-,b LEACHING FACILITY: (type) �i `?!C�-f- (size) l.I• 9-3X_j- . NO. OF BEDROOMS _3 C4�JL�e?d OWNER1 mot. -�1� PERMIT DATE: 11-Y 7-I� COMPLIANCE DATE: (f Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottoin'of Leaching Facility S Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) N Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY �vd ��s �t�►/wvvl S 19 io: j/ F,� 3 o , No. / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpliration for Bisposal 6pstem Construction 3permit Application for a Permit to Construct( ) Repair 0< Upgrade( ) Abandon( ) ❑Complete System WRIndividual Components t Location Address or Lot No J 5 FkA 60 Y- 1 S Owner's Name,Address,and Tel.No. DSI 34-6-al Assessor's Map/Parcel,2 317 ,9a d h4ejV L AD A oaG3'b Installer's Name,Address,and Tel.No.')')Is°3S r Designer's Name,Address,and Tel.No. iWArn6a MUk, Type of Building: + Dwelling No.of Bedrooms -3 Lot Size Q, l�5 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -3 36) gpd Design flow provided c3�9 gpd Plan Date .J,0 94" and& Number of sheets Revision Date Title T; gS Srr P A-38 ULU Size of Septic Tank 4 Type of S.A.S. - v 6ca i(e a7•�3CB�X Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance o e afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental C and no place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si ed Date l� Application Approved by Date / Application Disapproved by Date for the following reasons Permit No. p+r���� � Date Issued No. Fee CC THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: _ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Disposal *pstrm Construction 3pPrmit Application for a Permit to Construct( ) Repair(40 Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot N6,38 60 j 115 j . Owner's Name,Address,and Tel.No. 34 -4 a ) Assessor's Map/ParcelcrjAt 0.0 PPD ,r'. A Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size �, J sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) '3U gpd Design flow provided gpd Plan Date _as,h, �G , ',10n1' Number of sheets' Revision Date [ Title :I4¢�S Je`�C t'�r.tiE �°k� Rom.'"+! - 22i r:11f� � .���✓T Size of Septic Tank MKS 54CAnr IP)CYRrtt'�i ,tia Type of S.A.S. D iL Description of Soil�,�� Saa.2. !r*ct. J Nature of Repairs or Alterations(Answer when applicable) tDate last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of,the afore described on-site sewage-disposal-system in accordance with the provisions of Title 5 of the Environmental Code-and no to place the system in'(5peration until a Certificate of Compliance has been issued by this Board of Health. Si ed ✓ - Date c� Application Approved by Date f Application Disapproved by Date for the following reasons Permit No. Date Issued } ---------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance ,% THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(i- t Upgraded( ) Abandoned r( by has been constructed in accordance - - with the provisions of Title 5 and the for Disposal System Construction Permit No.ACI $' dated Installer �y� i� S�-�t j, �- Designer tr11t,%_1 i p,r, Mnr� t✓,� .. »G #bedrooms Approved desiggxflow i gpd. The issuance of this permit shaall not07C nstrued as a guarantee that the system wil�functio Pas d 'gned Date t / / GJ Inspector ------ ---------------.--------- ------- ---------------- ------ :`------------------------- - No. _)0 ` / Fee 00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposar &- pstem Construction permit Permission is hereby granted to CConstruct( ) Repair(,X Upgrade( 1) Abandon( ) System located at 138 �1 r-�1 a r- 4j (s n AJ , t�eii` e ru%I fP, and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this�penniV Date 1 / / Approvedoby -08-2018 00:25 From: To:15087906304 Pa9e:1/1 'own ®f Bstable e RegmUtory Services Thomas F.Geiler,Bireetor $ .a�vsreet�e, $ • A ]Public Hezl*Division a Thomas McKew,J*ector 200 Main Street•,Hyawis,MA 02601 Office: 508-86).• W Fax: 508-790-6304 Lnttalkr do Desimer Certification 1c+ormrn Mde:. Sewage]Permit# Assessor's MmpWitrcel Designer: �*Wn t..RPL Fn4�n�e/ink lGm er: �10��D�° i!1 3AO iuc�lo•. d—� Address: 93 f Ma M Address: t6pX 7e Y On 4 Jill I(S Q"Ldj "almla was issued a permit to insW1 a (date) (installer) septic system at 38' 14 gA., 1-h'11t ! based on a design drawn by (address) tUan�.� `Ala. E S dated `1 l't U (de gaer) Z certify that the septic system referenced above was installed substantially according to the design,which may include,minor approved changes such as lateral relocation.of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. • greater than 10'lateral relocation o£the SAS or any vertical relocation of any component of the septic system)but in accordance with State dt Local Regulations. Plan revision or certified as-b • by designer to follow. � zn OF a DANIELA ,� OJALA (installer's ignature) CIVIL H No.45602 4 • / ��F�FG/STEp•�0�4� A '�/6p�� SS'ONAL EEO (Designer's Siga pure) (Af fx Desxgaer'.s Stamp Here) PLEASE UTURN TO BARPTBTABLE !' M C HEALTH IDIMION. CERTMCATE OF C®MPLL4NcE WYY.I(. N®T Y Y6S JM UNTIL B®M_TWS EON AIW AS-&t'OMI CARD ARE RECEIVED BY TIME B�RN_BTABI.E PUBIdC 1MAL x'Vx ON. TRANK YOgT Q:HeaWScpticMwiper CwificationForm 34&04A)o s v� - � -- ----------- -OA I --- ------ ----- -------- , �------ TOWN OF BARNSTABLE BAR-W Ordinance or' Regulation WARNING NOTICE Name of 'Offender/Manager a — %4.4 Address of Offender Z. T %Mj C.-) 00 MV/MB Reg.# Village/State/Zip C�. "A 0 k 4U10 Business Name 0�thLm on 20025 Business Address Signature of Enforcing Officer Village/State/Zip At ':2 7 A,L - I t1 Location of Offense __1 (5 3J L �A .t "_�. Enforcing Dept/Division 'T _'-V4 Lt 17 Offense 1 '11-41 N 14 V3 t.� -11 A, c) s) Facts I This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. LOCATION �� SEWAGE PERMIT NO. T VILLAG I N S T A LL V R'S NAME i ADDRESS 9 U I L D E R OR OWNER jke(ir h SA-eui- e t Co t r Gs+9s9 i�5 020 DA T E PERMIT issU Vb DATE COMPLIANCE ISSUED/��� : i / � �� �. / r��, . " 2�.1 C�i � a, � t Z4-7 No...._. y Fxs ....... .............. .. THE COMMONWEALTH OF`MASSACHUSETTS -ate rpYj e. n BOARD OF HEALTHr� �o�f U•�1 � �. /���f-•J ..............OF....... ��r '?�4 C E............ ApplirFation for Disposal Works Toustrnrtion Prrmit Application is hereby made for a Permit to Construct (K or Repair ( ) an Individual Sewage Disposal System at: }' 80 �/CL.. .....�..fi��.................... --- � . w 1 .lS .....f� H .............................................................. ..... Location-Address or Lot No. ......................__........................................................................ ......................__._.......••---••-••-••-•---•••-----••••........_........................•- Owner Address a ....................................A:At AALTQ............................................. ----------- Installer Address dType of Building Size Lot.._/� _____.._..Sq. feet Dwelling—No. of Bedrooms.............. ...._Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building No. of persons............................ Showers — Cafeteria 0.' Other fixtures .---.....-•----•-•------•------•--•------•-•----•---_:... W Design Flow.....:.........___.__...............gallons per person per day. Total daily flow................ ............gallons. WSeptic Tank—Liquid capacity"00.gallons Length.......... Width-_-_�:._`... Diameter________________ Depth...`..... x Disposal Trench—No--------------------- Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No........1........... Diameter-___ Depth below inlet........f!..... Total leaching ar s Z Other Distribution box (X) Dosing tank ( -) '-' Percolation Test Results Performed by..4a!�...�.. �=C �.,____ Date.. :_. .. a C~.1 6 -----..... Test Pit No. 1... ...minutes per inch Depth of Test P '�'�..__ Depth to ground water "T_-E�_." f=, Test Pit No. 2__.<.�4n..minutes per inch Depth of Test Pit.. .._.... Depth to ground water' •---•----------------------------- ODescription of Soil-----....--- 'E-..----f2 - ..........................•----•--------•..--...------...-----•------.-------------------..........__.. x W -------------------------------------------•--------•-----------------------._......----------------------------------------------------------------••------........-•-•-----•......................... Nature of Repairs or Alterations—Answer when applicable............................................................................................... --------•---------------------------------------------------------------•--.....--------............----••--•----------•--------------------------------------......................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitarg Code— The undersigned further agrees not to place the system in operation until a Certifi e IfIlo has issued by the b r ealth. ned_-_ •............................ Date Application Approved y.............. - ----- •-•- Date Applieation Disapproved fo reasons-------------•-•---------------------------------------•----•---------------••--------........_-----......••••-- -•-------------------------------------------------•----•--•--...--•-------••......----•...---------•--_.. Date PermitNo......................................................... Issued........................................................ Date i No................--....... i Fizz.............................. THE COMMONWEALTH OF, MASSACHUSETTS i BOAR® .OF HEALTH -.............OF....... ?AI'' AA-5*.7.A96 e.------------......-------- AppliratioU- or Dbopaaal Works Toustrurtiuu Prrutit Application is hereby,made for a Permit to Construct (5ej or Repair ( ) an Individual Sewage Disposal System at: --...14 a. ......1 lt.±G: "......, - --------------Nam ..... .. _..:./ ............ -- Location-Address or Lot No. .................._.-........................................................................ ............._....................... •............_...................................-- Owner Address ,r4� ---------mod. N--------A:4 :TC2----------•-•------------------------•--- .................................................... +` '. Installer Address d �F Type of Building S> V ze, Lot / ............Sq. feet .........................Ex Garbage Expansion Attic Grinder �., Dwelling—No. of Bedrooms.............., . p ( ` ) g ( ) WOther—Type of Building .._......................... No. of persons............................. Showers ( ) Cafeteria ( ) Otherfixtures --------••- ......•...-•--•• --------------------------------•----------. . •. .................... W Design Flow................,..r�,`"�•. ,gallons per"person per day Total daily flow...:._.. _: » ._..........gallons. WSeptic Tank—Liquid capacity/ gallons Length-__�.`..... Width.... Diameter................ Depth ,_[,t...... x Disposal Trench—No. Width ._..... Total Length.....................Total leaching area....................sq. ft. Seepage Pit No......./----------- Diameter �Cf3,. � Depth below inlet......... t..... Total leaching area.`.146 • {,t.1 � ►,�Q� z Other Distribution box X) Dosing tank ( ) Percolation Test Results Performed by.,,, �s):_.. -lr�t,. . ...... !. _:�._:. Date._ �t ,, ► Test Pit No. 1-.5 -minutes per inch Dephl of Test Pit :n ... Depth to group waterer O.At_ . Gr, Test Pit No. 2._�_Z___minutes per inch`-Depth of Test.Pit._/if. ..".._Depth to ground watet�"•WvU7.? .................................... j ......:.------------•-------....._---•--.................................................... O Description of Soil...........•�=� ---- '�G..E#A.t ... ---- V ........................................................4........................................•--•-•-----.................................................... -..................................... 0 Nature of Repairs or Alterations—Answer when applicable------------ _---______- ................................................_...._. Agreement: The undersigned agrees to install the aforedescribed Individuaf`Sewage Disposal System in accordance with the provisions of TITIE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Co plian e has been issued by the bo health. _ eft"* igned.. .......... AlAL S...- ..:---•...... ................................ / Date Application Approved B PP PP By............... -- --...... . -- - Application Disapproved for the f ll ing reasons-------------•---------_--- Date . ............................................................ ---............................................ --------------••---------------------------------- ---------------- Date PermitNo......................................................... Issued.................................................. Date THE COMMONWEALTH OF MASSACHUSETTS �i BOARD (OF HEALTH ..........................................O F...........L�l.>. N .. ....................... Trrtif irate of Tuutlifitturr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed� ) or Repaired ( ) by................................................. i�_.1�1�r�:-T-C --•-•-----•--•-----------------------------------------------------------------------•----.------•------•----- i Installer at.........-•--•-•--------------•-------------....Lai....--1---4....44l $041--------MIT S....--424--------------•------•-----------•----------------------•------•-- has been installed in accordance with the provisions of TITLE of The State Sanitary Code as described in the application for Disposal Works Construction Permit No-------_. _.`y!.?�_'l_...._ dated____________________________________•••--•••--•- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE®AS A GUARANTEE THAT',THE ' SYSTEM WI IUNCJION SATISFACTORY. DATE......._. r Inspector.... THE COMMONWEALTH OF MASSACHUSETTS, BOARD OF HEALTH .......O F..---•............................................................................... Cp No....4:3?5._':-0.1 FEE.. �i���au�t1 urk� �uu�#rimru �eruti� Permission is hereby granted.........3.1040J....414.6----------------------------•-•-------------•--------------.--..-..--------..-.---.--••--------- to Construct (y ) or Repair ( ) an Individual Sewage Disposal System 'T-............ #--•----•-•- A-fZj8ja 0_1--------------------------------------------------------------------- Street as shown on the application for Disposal,,Works Construction Permit No ' ^4 d l. Dated.......................................... -------- � f —...__.._.... oard of Healf4r�th DATE.....t J.:!JA......1 '•... � n-- • ......._. FORM 1255 A. M, SULKIN, INC., BOSTON a 16 tt .3 - .330 G. P. D. SEPTI e TAMK:s :.330' X. .ISo`�o *495 G P.D I v '7 S,dn 1' t-O; sAL. p.iT.;.� .VSE lOoO, 6-Al_, ALL Ak. R 375' C •.P. 0. i TA►e.i'"P.C-5 r6,.r).^ 4 Z.S' o-P: D. . o.'33o GPO _1 A,_E�Coc-ATd 2PtTIE`: 1° >iN �. Mr'N oft LZ J i f �P1.ttl OF ��� a A � P ... TETO1 4 .Z j Fss/ONAL Et��'�� 40 • - rOPSaL // P vG.) s �• /voo D/sT, BOX /N✓. G,4L, • • y SAG N •. 3& S.EPr�G • o• P•T. •0 7; N%G' l`f�s� .. 3��p f /�t •� 3�2 3g gG G.E.GT/F/EO PGOT pL:4�✓ W�4SHOD :• Sn� sr E 5L. I��c• ���,.... Loc,�T�ay �-�y��J a f S PROF! LC • �- 14 / GE.eT/,CY Tf/.4T Ts/E i-�d u S t✓ S/1oW.V 1"� . �iG.. I D 3 �G• I Z� f/E.c�Eav GOr+lP�YS iv/TX/T"h��'S/d�'�,/ivE •QN�.SETl//aG� ,2�QV/2EHI�NrS o.a 7714 .2.EGisr�.ec=� rvo.Sli,2vEya,P� ToWv 3k112ASTQ31.Z� Qv z7 x-r .voT- GOG.�>�,O .4�V'AY--ST,Q- "vi�l,EiYT.Sv,2(/Ey�¢iV0 Tf/E OG�S.•�T.� _ S�GYit/,yE,e�4NS.4'�!/Gp�/aT-QLc USEp Ta EST,d1�L/S/v:Lor-L./iYEs ALL STE LL SYSTEM PROFILE MAR ED WITHC MAGNETIC TTAPEAOR BE NOTES (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. o rn a R PROVIDE MIN. 20" DIAM. WATERTIGHT 1. DATUM IS NAVD 88 � ��\e 2. MUNICIPAL WATER IS EXISTING Locu ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE \ TOP FOUND. EL. 42.9' FILTER FABRIC OVER STONE = 0\d 2% SLOPE REQUIRED OVER SYSTEM 41.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. MINIMUM .75' OF COVER OVER PRECAST ��• NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST PRECAST H-10 BLOCKS OR RISERS TYP.} THICKNESS REQUIRED UNITS TO BE AASHO H-2�( ( PRECAST RISERS 20 41.1' 4"OSCH40 PVC MORTAR ALL H-10 s" MIN. SUMP PIPES LEVEL 1ST 2' 4' COMPONENTS) 5. PIPE JOINTS TO BE MADE WATERTIGHT. 12" MIN. INT. DIM. �ENDS (TYP. SI4'S 00' TobeY DE 38. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 10" **EXISTING 14" EE''. o ooc°oo" °O o o voo TEE SEPTIC TANK TEE aaoo aoo�r I VER 000—o .rolaooWITH 310 CMR 15.000 (TITLE 5.) *39.7 °WATERTEST D'BOX ° ° ° ° ooaoo®ol�o� ooaaa�000a ° ° ville Beach° ° ° ° ° ° ° ° ° °°°°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLYANDo ° ° o ° o O > ° o o ° , ° ° ° °° o ° ° ° ° ooaoaocno� �FEq 5 a 000 ° ° ° o0 0 0 0 0 0 > o 0 , o o 0GAS BAFFLE::; ° ° ° °_ FOR LEVELNESS ° ° NOT TO BE USED FOR LOT LINE STAKING OR ANY 000a,000 �oa�aDaaoa`� �����(�a�a0 :oo�o�000 Ma ' ' '0°0°°°°° °°°°o°o° 35.0 OTHER PURPOSE. �• 37.27 37.10 ° ° ° ° ° ° °tLH-20 � - 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.500 GAL LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR ALL AROUND PRECAST STRUCTURES CONCEALED WITHOUT INSPECTION BY BOARD OF Nantucket 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'COMPACTION. (15.221 [2]) HEALTH AND PERMISSION OBTAINED FROM BOARD Sound M ro Sri OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP 29.7' BOTTOM TH-1 VERIFYING THE LOCATION OF ALL UNDERGROUND & (200% SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000'f FOUNDATION— EXIST. SEPTIC TANK 1 , D' BOX 12' LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 247 PARCEL 72 FACILITY BE REMOVED BENEATH AND 5' AROUND THE *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL PROPOSED LEACHING FACILITY. UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 12. EXISTING LEACHING FACILITY SHALL BE PUMPED PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM AND REMOVED OR PUMPED AND FILLED WITH CLEAN L E G E f� D SAND. **INSTALLER SHALL CONFIRM MINIMUM SEPTIC 99— EXISTING CONTOUR TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY VARIANCES REQUE-STED: FOR RE-USE. REPLACE WITH 1500 GALLON X 99 EXIST. SPOT ELEV. SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF UNDER MAX. FEASIBLE COMPLIANCE 15.405: —[99]— PROPOSED CONTOUR NOT SUITABLE (1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 5') (lb): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 17.2') SYSTEM DESIGN. 198•41 PROPOSED SPOT EL. (1f): REDUCTION IN SETBACK, LEACHING CATCH BASINS (25' TO 11.9') TH1 GARBAGE DISPOSER IS NOT ALLOWED TEST HOLE DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD 2� SLOPE OF GROUND USE A 330 GPD DESIGN FLOW UTILITY POLE 41 �/ SEPTIC TANK: 330 GPD (2) = 660 FIRE HYDRANT � BENCHMARK: � NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING GARAGE SLAB s c -**RE-UcE EXIST!I`dG- 1000 GAL.. SEPTIC TANK �o 42.6' NAVD88 LEACHING: 0 120.82' SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD TEST HOLE LOGS a\ BOTTOM 25 x 12.83 (.74) = 237 GPD TOTAL: 472 S.F. 349 GPD ENGINEER: CRAIG J. FERRARI, SE #13871 �' � DRIVE / / � USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITNESS: DONALD DESMARAIS R - i WITH 4' STONE ALL AROUND DATE: 6/22/18 < 2 MIN INCH PROVIDE 40' OF 40 IL LINER AT 5' H 1 DWELLING PERC. RATE _ / EXISTING OFF SAS IN AREA S OWN. TOP AT , ELEV. 38.0', BOTTOM AT EL. 34.0't � � TOF 42.9 CLASS I SOILS P 15723 4S / TH2 72' DECK APPROVED DATE BOARD OF HEALTH ' MA 5.0 ELEV. ELEV. / C 4 4 ---� FILL 14" 0 TITLE 5 SITE PLAN FILL �' `�' CD LOT AREA OF 18 LS rr �/ 0 9,185 S.F.t �.. 1OYR 3/4 ` �� #38 HARBOR HILLS ROAD 21 B B 14.13' CENTERVILLE, MA LS ���' LS � OF tins; p PREPARED FOR 10YR 5/6 42" 10YR 5/6 37 2' 36" 37.7 = v'oANIELAs9y� DB0RTOLOTTI CONSTRUCTION ao, OJALA. 6" OJr�I_A 1 CIVIL Na tO980 �„ DATE: DULY 26, 2018 X502 V PERC ..;5'r' q�c�� I"OF MS DAN1EL s � Sqo i� �T DANIELA. � off 508-362-4541 MS 'l A. <r `� I fax 508-362-9880 c, OJAL:A �;�� OJACA a 10YR 7/4 f� �N:-.40980 � CIVIL downcope.com / b �o� o ��;46502 - �� down cape engineering, inc, FFSS\O �' nr O 0 �ND SURUF� sd FS STE �� Sr� civil engineers 132" 29.7' 120" 30.7' � land surveyors NO GROUNDWATER ENCOUNTERED Scale: l"= 20' �j`2b�1°v _ � ' 939 Main Street ( Rte 6A) J YARMOLITHPORT MA 02675 DICE�n # ,8-23 1 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. 18-231