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HomeMy WebLinkAbout0120 POND STREET - Health /{ 120 Pond Street - Osterville -----�_ , A = 118 - 102 0 i " ° IUWl1 Ul .D'dl-llJli[VIV YFf Department of Regulatory Services ' ,FINE ri Public Health Division Date 0 _ 0- D F d, 200 Main Street,Hyannis MA 02601 r � ' BARNb'msm i0rfn �►��� Date Scheduled , Time p Fee Pd. s ; Soil S'uitab i i'ty Assessment for Sewage Disposal, Performed By: C) 1�<� Witnessed By: Location Address Owner's Name i20 1�1<� C2 Address Assessor's Map/Parcel: \ Engineer's Name S '�� )�°_ `� A`ifs i NEW CONSTRUCTION REPAIR Telephone# U Land Use S Slopes(%) Z — 3 S Surface Stones Distances from: Open Water Body L v0 ft Possible Wet Area Aio—0 ft Drinking Water Well t:. ft Drainage Way O ft Property Line 10 ft Other ft SKETCH:(street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 1D0� C ..� r" Darn`s o -,k + Parent material(geologic) Ei n:N Depth to Bedrock Depth to Groundwater: Standing Water in Hole: ).9 WN<yta Weeping from Pit Pace A e �� 0\•�6�+� Estimated Seasonal High Groundwater 2 t- ! .I ,Ld.,�!, :.i,�,l:i..a .! ,.... "i. a.. .!�,:,!„•::!:,,:,u'L:!,L;.:;!:,�!,:!,!.4; :. ...:,....i...,. ....0 ::�....:.. .. .....:':. �:.u.....r.. .. ...._:. ..:... "�" 'Ii7i!.:: !� �j�y,:�!; �..Ii;:,ai..l,.n�hi?.,rl;.•., .......:.......:. ..! ..,yu.�' :., �. i.. !..,, .....................!...!..!,.:e;.,::�. l�.L'il �� "�1.�#�.�n,1.,f��..WJJ+.�1S.. .:� � .........,.,.:,........ .! ..�. .. .,.:a:.,. „'u!i�l= Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level `11 ..:..i,.y.a,n.�I.:.�,iI:l i,,n.:,,L::..�i!n.,:.:,,:,::,I.•:i�.n,,.:,.a,v.�,:,::I.,..:.,.,: ,, :..dn ,....:..y.,,.:•,::...y::�..,.:..........a..,...:..:::.O.......... r.: , . _..,.�, .:.,!! d:v,u :. .4: ....,!..: •.......,.::...,.....i I.:.I,,,,.,.!.,L..,.,:�.:.�.I,,1�!:!:��,„-{{y,�.J$:,:!,t,..!:!,n,�I:!i{i�!'.I!:�!.:ai',.NLr.::,,:46!rI',::!:r:.!!•4:!�;1!r�:....,-,1v.r.:,r�.:t,r.rL:.:r:,.t!.w^,„.:t:!:.��!:....!.u,:i.lws.,.!.:wI.,:L.wI... Observation Hole# _ Time at 9" Depth of Perc' _ Ji Time at 6" Start Pre-soak Time @ 1 : p J kl;D J Time(9"-6") End Pre-soak Rate Min./Inch Site Suitability Assessment: �tePassed sr Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back-------�--- Q:HF.ALTH/WP/PERCFORM :t:,..........:.......y.�..y.............:....,.....::..y}...:.:.yy.�:.p........:...:::...::::,.. ;: :;.;:.:;:.;:.;;;:•;::;>;;:::.;:.;.;:.....:.:;:;•:;:.::.;:::; ::::::<:.::.;;::.:;:.;:<;.;:.;:«.:;::::;:.:;;;:.;:. Depth from Soii Horizon Soil Texture Soil Color ': Soil er Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Cansigiency % p q Goy: 1-S,o Depth from Soil Horizon Soil Texture. Soil Color Soil er Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 11 --CQnSiStCF1Gy.%GrAyCl1 ...... ....... .............. .... ..... ........... : . . ... Depth from Soil Horizon Soil Texture Soil Color Soil (her Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e �—Ac,%s y 1 ;:.:. DEEP O��ER AT�O�f�I(�LE Lp� •I��le;#;........ •. .. Depth from Soil Horizon Soil Texture Soil Color Soil (her . Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. u I-A 0 yam_ �fj �1,.. �• Flood Insurance Rate Man: Above 500 year flood boundary No—' Yes z Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious.material exist in all areas observed throughout the area proposed for the soil absorption system? 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 Enviro mental Protection and that the above analysis was performed by me consistent with the required training,expertise d experience describe�in 310 CMR 15,017. Signature � Date n7—l�-oa TOWN OF BARNSTABLE LOCATION 0 7' SEWAGE# VILLAGE a$V-erV V1e ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. y, C. A4 hil SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 6po., � .,y6�i1 (size) o?S X NO.OF BEDROOMS - v OWNER 13n. S-�r/-!- PERMIT DATE: r/Q —;?6— O7 COMPLIANCE DATE: I N O 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 w � � � 1 � � a � � � _ � � � � � � w ��_ No. . )�o O— Fee Js y THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: (/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIppgicatiou for Th5po5ar �§p!tem Cou0tructiou permit Application for a Permit to Construct(Vepair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. M V O N.:a V7 Owner's Name,Address,and Tel.No. ''��•�� L Assessor's Map/Parcel y STEPHEN J.DOYLE AND ASSOCUTES Installer's Name,Address,and Tel.No. Designer's�8,�Fdr1J fiM11�A` 4CHUSETTS 02636 508/540-2534 Type of Building: welli No.of Bedrooms Lot Size ) q. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) '3 .17 gpd Design flow provided -3 4!& gpd Plan Date i Number of sheet Revision Date 3�— 1 5�0 al �— Title, Lb� a '� � �� ev Size of,Septic Tank Type of S.A.S. .i olu(,- Description of Soil . Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by th' ar f Heaealth. y Signed • C- Date 10—ae—0 / Application Approved by Date 6 Application Disapproved by: Date for the following reasons Permit No. S-001(` ��pl� Date Issued �'fb .�, �r... -T. ♦ i t�. '�,.Y�.�♦ it-..y;..,..s .. � .-•. '1.2 77-. p'.. ` C : �.. .��... • . �• -.- .. � Y..a , ` r � No. �D 0� I Al i t l Fee j THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: .r , PUBLIC HEALTH DIVISION - TOWN OF'i BARNSTABLE, MASSACHUSETTS Yes ' Application for jMigpogat.*pgtem ConOtructiou permit Application for a Permit to Construct(�epair( ) Upgrade O Abandon O ❑ Complete System ❑Individual Components Location Address or Lot No. iY'1,+p �� p Owner's Name,Address,and Tel.No. t mil` Li Assessor's Map/Parcel ' Installer's Name,Address,and Tel.No. S'O�-yam--9s1.5' DesignetKTI cl&sWc17eIE*ND ASSOCIATES .� 42 CANTERBURY LANE , ��f G/ AN 7� t�t ' EAST FALMOUTH,MASSACHUSETTS 02536 .,� Type of Building: ,r�, ... . .. _ 0 2534 r welli No.of Bedrooms .,J Lot Size (®, (l 1 sq. ft. Garbage Grinder ( ) y Other Type of Building No.of Persons Showers( ) Cafeteria( ) -Otlfier Fixtures A t Design Flow(min.required),_ 3�j 0 gpd Design flow provided 73 4 4; gpd Plan Date ..p Number of sheet Revision Date _ '�.• ► y'' p q f � 1 Title �� ►.I, �Lls�.St e, ! ` "� �—�.. 4.,� e—G ens �C t Size of,Septic Tank Type of S.A.S. r iA1—JSa6,,,A�,.� ►��*"��U Description of Soil ''C, ''i mot, g���► L aCA Z ` Nature of Repairs or Alterations(Answer when applicable) "Date last inspected: " k Agreement: - The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of `\ Compliance has been issued by this� of Health. _ 4 i �f/ y Signed o /) s,� n Date p/0'ali' v / Application Approved by nJuA -f C6 K-S Date Application Disapproved by: T ( Date for the following reasons 1 Permit No. aOoq- Date Issued .-. .^.. ..�....... -'----��.�-dw>.-.:s..-�„�.a..d,__swBa -w yri.. w sr•.wr _ i' �_�S�S� 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 at ho Afgm_ S( AEI A has been constructed in accordance O� with the provisions of Title 5 and the for Disposal System Construction Permit No. .9001 ���' dated (0'1 b-o / Installer 17C Designer SI�Q� %e, % YAL ,?/J ,e4 rj^p(�,at7P)' #bedrooms Approved design_"flowL gpd The issuance o thi permit shall not be construed as a guarantee that the system will func�)ion(a_designed., Date 'l� 1 U� Inspector I / K,J. AQ Q f d- ——————=————————————————————————————————————— ��4ppC!91C No. C2009 lCJO Fee �lJ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 1=ioponl �§Vgtem (Construction permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) System located at Ti 1 C) 1 0 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date O 12 r LO Approved by Town of,Barnstable °EWE Regulatory Services Thomas F. Geiler, Director + mmwsrABLE, ' 9 MASS. •1" Public Health Division i639• �� A'Fo►r+Ar° Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office:. 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Sewage Permit# 1001 ~469 Assessor's Map\Parcel 0 Designer: STEPHEN J. DON LE.-AND ASSOCUTESInstaller: 42 CANTERBURY LANE Address' EAST FALMOUTH,MASSACHUSETTS 02536 Address: ! GGS/640 2634 �/r �f �� M�lr 1�D�°'S O/s/7 0aLyF On � �aG-6�� 1 o L� 6 /kU,�/o was issued a permit to install a (date) � ' (installer) septic system at based on a design drawn by (address) L It, G,o L , dated 1 a • (designe ) V I 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. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils were found satisfactory. �,ry 7► �ZN OF CHRISTINE FR.NENY �G\STERF gI �cyG1• (Installers ignature o I> c P v No. 926 4 ! o STEPHEN �" d Ln ► DOYLE i U 0 !q y (Designer's Signat e) (Affix Designer's St PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 03-09-06.doc TRANS. NO.: CITY/TOWN: APPLICANT: ADDRESS: l-c[2 - -- �o� r � DESIGN FLOW: 3 C�� gpd REVIEWED BY: DATE: bC ®`� N/A OK NO �AGE u W,� �ii r 7-5 ° 's 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)] V, Locus Provided [310 CMR 15.2204(t)] Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for components) [310 CMR 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 15.220(4)(d)] Location all buildings existing and proposed 310 CMR V 15.220(4)(c)] Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] System Calculations [310 CMR 15.220(4)(0] daily flow septic tank capacity(required andprovided) soil absorption system (required andprovided) whether system designed for garbage grinder North arrow [310 CMR 15.220(4)(g)] 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)(h)] 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)(i)] Percolation test results match loading rate? [310 CMR 15.242] 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 CMR ✓ 15.220(4)(n)] Address VIA ram' Sheet 1 of 7 N/A OK NO Location of every water supply, public and private, [310 CMR 15.220(4)(k)] 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 Z of rivate water su ly 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 CMR 15.211(1)[1]) 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 constriction 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)] v Benchmark within 50-75' of system [310 CMR 15.220(4)(q)] 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 120 <01 Sheet 2 of 7 N/A OK NO IRA t 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)] Separation between inlet 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)] V Access to within 6 " of grade - one port for systems<1 000gpd, two fors stems>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] N UTT1pa1�I11 g' Y r N„ ..� $ l Required when other than single-family dwelling or flow>1000� d 310 CMR 15.223(1 (b) V 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)] Address -LD D Sheer 3 of i N/A OK NO Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at least 18" below water line (when water and sewer cross, see 310 CMR 15.211(1)[1]) Cleanouts required/provided ? [310 CMR 15.222(8)] Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] 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)] Siphonproblem/ (leachfield below pump chamber) Endca s or vent manifoldspecified? Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252(2)(h) Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) '. -,�,r ,� - ss r . ��-: ..r• i4# �' '�,. ' 2 ' rYr Stable compacted base [310 CMR 15.221(2) and 310 CMR o 15.232(2)(a)] j ✓ Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 V f CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)( ] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Minimum sum 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] 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)] Service components accessible (not too deep with piping, disconnects accessible) V Alarm floats - alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag / mode. [310 CMR 15.231(6) and (8)] Y Stable Compacted Base 310 CMR 15.221(2 ,Buoyancycalculations needed ? Provided? 310 CMR 15.221(8)] Address 1`�e Sheet 4 of 7 N/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 -b2N\/T*, OV4 41 >36" deep) 310 CMR 15.241 V-`�b© rO-h [ ] Inspection ports specified and within 3"final grade? [310 CMR / 15.240 13 V Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document ar a 5 t a�f Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] v Each structure with one inspection manhole (if>2000 gpd must be to grade) [310 CMR 15.253(2)] Aggregate P minimum- 4'maximum. 310 CMR 15.253(1)(b)] 2' sidewall credit maximum 310 CMR 15.253(1)(a)] In bed configuration, inlet every 40 s . ft. [310 CMR 15.253(6)] Width 2' minimum 3'maximum 310 CMR 15.251(1)(b)] 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] '�+ /� s' �,�: +ITS w ♦ in3t Gr iY v, j� d t f Ltd a t c,o ti $ED ka` rnu.i.�,...r,� minimum 2 distribution lines [310 CMR 15.252(2)(a)] Maximum separation between lines 6' 310 CM R15.252(2)(d ] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e) Aggregate depth below discharge pipes 6" minimum, 12" �p maximum. [310 CMR 15.252(2)(g)] Separation between beds 10' minimum. [310 CMR 15.252(2)(0] Bottom area used in calculations only [310 CMR 15.252(2)(i)] Address IP. Sheet 5 of 7 u N/A OK NO D�I W�r r �Y '°' ^'r• a•k `✓ s',�q' s ttR •y'-E rDs ' a „;y Yes,r, �° °"v� f$ �'� Hai` 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] Inspections once per year (systems<2000 gpd) or quarterly (>2000 d) 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] Impervious barrier installation must be supervised by designer 310 CMR 15.255(2)(b)] 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)] jb�lbWy,.-��rv-k�k!d ,..✓x��Yv57�FA�,. � ���"azl���� .«�c^..� `e' :!'��i� � ,k5 '�SE� .1 i. �.5�,. 11'"�er�%�'i H� Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge / to scour soil interface �✓ 01 Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology 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 a g Are the variances listed on the plan ? [310 CMR 15.220 (4)(9)] RLS Stamp necessary on plan if a component is within five feet of property line 310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.414 Address Sheet 6 of 7 f N/A OK NO -05k.4U.�3 Is the system in a Designated Nitrogen Sensitive Area (Zone II for a public supply well)? [310 CMR 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 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15J.216((1)] Pumping to septic tank ? 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DATE: RRRons DR aWDMOT w THE - DRAWN JH OR Sm—SOE DESON"s w CHANCED OR COPIED A ANY cvaE NDR1Rsoc o[sa AortsEs BRESLER RE51DENGEFORA OR(AANNER WHATSOEVER BpaRE caw[N. COxsm CYOKWITHOUT FIRST OBTAINING 7HE 2/13/OBPUeE ueEN ToLOCAL DISTINCTNE RESIDENRAL&COMMERCIAL DESIGNIc oEPu+TuaT ANo/aI wsaECTOR120 POND STREET ut AUIN STREET•YARMDUTNPOF[T•AIA 02870 ANDRESS CONSENOF NORTHI IS�EN CHECKED EVIEW AND APPROVAL RECARDwc ANY T- - (aDe) !2,6Q5 DESIGN.. lr mecRCPaa[S W STRUCTURAL - OSTERVILLE MA. (568)>es-22to Y 9<D O• m�iDcp Tt �A� .•5 �T °>� 70 0 � i 5 p A 70_4•Lp TT O i -a1 N I r • O F fn� { m Q m70 i -al C U m To--Au � a �— p IIII=11 •: _.: -1�11=1�11 I�il 05• w0 at b. �wzwN m c r m n II=IIII ' _ - -1 n SIX o moo{ 4 D r T D 9 = I VT.'_:. 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M - N CD m m ---------------- If// / � 3pL•JC ° ` v r La � Lem k ) ri a 1 ��• TS 1 -71 Y D' •S TALE AND LOCAL MAM40 CODES VARY SCALE: 1 8•=1'-0• nY ACqpSg THE caNmY. ENE To AND 4ANY 07M vAR1A LES SUCH COPYRIGHT GATE REVISIONS AND r =r° '�- DETA I LS NORTUDE we 4AlENIAES•THE R CDNS iRUC a NORTHSIDE HEREBY E%PRESLY 0 2 4 8 18 s,E�E"Tr.�m�U9a RESERVES ITS COMMON LAW 2�9/09 M. BATH FOOTP IN7 IC'N FOT ES No R[SPONSIB n oR uA9uTTr DESIGN COPYRIGHT.THESES PLANS ARE oR ANY LOSSEQs OR D AQS DICURRFD PROPOSED ASSOCIATES NOT TO BE REPRODUCED SHEET N0. DATE: cE ro ERRaas aR s N THE CHANGED OR COPIED IN ANY w STRUCTURAL DEFICIENCIES w DRAWN JH E OE9W.NORTNSOE OESON ADVISES BRESLER RESIDENCE FORM OR MANNER WHATSOEVER A AT BEIORE Ca44ENm 0 co sTROCTaL 2/13/09 ESE TUNS eE TAKFN ro Yq N Loco DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN W7THDUT FIRST OBTAINING THE 09DIN0 DEpART4ENT AND/OR DISPECIOR 120 POND STREET EXPRESS WRITTEN PERMISSION oR r2NEw AND APPROVAL REGAROWc ANY 1a1 MAIN STREET•—MOUTHPORT•MA 02670 AND CONSENT OF NORTHSIDE CHECKED OSS&c oisaCPENaEs IN sTRucTURAL OSTERVILLET MA. (NO)J92-2210 (SOS)302-980� DESIGN. -- - -- - -- - _ 7�► ]j� _ 1_ - T.0.F. = 41.3' SYS T-.,EM -., JL d. 0 JL ' JL -L_. VTE TIF A7e T. S e � FINISHED GRADE EL. 40.3'f II t777 DESIGN FLOW: O 6" 6" 6' �llll -- THREE BEDROOMS = 3 x 110 GPD = 330 GPD REQUIRED FLOW W W 20" 8" MIN. 20" U W I-- W DIA. DIA. DIA. NO GARBAGE DISPOSAL ALLOWED p FINISHED GRADE EL. 39.0'f 1/8" TO 1/2" DOUBLE WASHED STONE @ 3" THICK OR GEOTEXTILE FABRIC USE: CHAMBER TRENCH 25'L x 12.83'W x 2' EFFECTIVE DEPTH L W LW Q U 6" I/PORT (WITHIN 3" OF FINAL GRADE) REQUIRED SEE PLAN VIEW 12.83' [25 + 25 + 12.83 + 12.83] X 2.0 = 151 S.F. "4 p FINISHED GRADE EL. 39.Ot • • °•• • • ••• • • 25 x 12.83 = 320 S.F. w (n _ RISER 34 .'aa o o p,�. 24$9 471 x 0.74 = 348 GPD TOTAL DESIGN FLOW 0 INV EL ����� �f����� �I�������������������������� ����f������f������� �f��f���������������� 48" 48" LLJ SEPTIC TANK SIZE: (n 36.86' INV EL 10" 14" rein. INV EL l.,- 8 5' -..1 RISER 36.0' ' S8" 330 ® 200% - USE 1500 GALLON p Q 36.28' Below Flow Lin 36.0,3' INV EL Min. 6" 0�0 r--��o 15 N09 BREAK OUT J J � N Q LiJ Liquid Level 48" GA Sum INV EL INV EL a a o 00 o e. 8 e o o e o d•�•�• 33.1 7 NUMBER OF TRENCHES = ONE w 00 BAFFLE 35.65 35.4rJ , $»� �� �� �48» NUMBER OF UNITS = TWO Wo Li Q 6 Stone 35.1 7 3/4 - 1 1 /2 ry r DOUBLE WASHED STONE PROPOSED LEACH TRENCH-END VIEW z m p > m DISTRIBUTION BOX MICAH Q � w M PROPOSED 1500 GALLON SEPTIC TANK 25.0 INSTALL TWO 500 GALLON UNITS POND n W Q = U O _ WITH 48" OF DOUBLE WASHED STONE � w � 0 PROPOSED CHAMBER TRENCH AT SIDES AND ENDS D �- 1 L PRECAST REINFORCED CONCRETE 1500 GALLON SEPTIC TANK a Tees shall be constructed of Schedule 40 PVC and shall extend a y<< w minimum of 6" above the flow line of the septic tank and be on BOTTOM OF TEST PIT EL. 28.0 PONo SHEET Q the centerline of the septic tank located directly under the NO GROUND WATER OR clean-out manhole. The inlet pipe elevation shall be no less than 2" nor more than 3" CB CB BM: C/LINE CB RIM REDOXIMORPHIC FEATURES LOCUS sPMy above the invert elevation of the outlet pipe. FND. CB Septic tank shall have a minimum cover of 9" FND• FN D. ELEV. 36.48 Q°NE DATUM: GISt Two 20" manholes with readily removable impermeable covets 0 of durable material shall be provided with access ports. \-�- The outlet tee shall be equipped with gas baffle. 77 \ a a'' • PRECAST REINFORCED CONCRETE DISTRIBUTION BOX ... . •u •i y 4... I •f T 'I es 2 Minimum wall thickness n \. A ll < 4 , 'a1 PONF _ 'S0 WI E PUBLIC..:.:'.".' Minimum inside drm .., ... . . . .. . , .. , .. ,. . r �.'.' ;,,... ,ae• ,•, . J ; d J ASSESSORS DATA: cover isrequired ,.A watertight co r -d z E E T _+. •w•}_ MAP 118 PARCEL 102 t �. \ h other and a to each ve shall be equal :Outlet inverts ,:♦_ E •r ' OF P ,'.AV ♦d.E•=�'� __'�.d` CUR .. •:''. -i- __ q:. _ .� _ `:below inletinvert.2 minim um b �_ _ • s -c:- _ �.� �_.,�'� ,�-_-_`.�__ ,.•. LOCUS ADDRESS.- The distribution lines from the distribution box shall all have i ___- EXISTING PAVED SIDEWALK . ` " °= ='�'~ � o equal inverts as determined by flooding the distribution box to CS FND` -. "� a ,� #120 POND STREET, OSTERVILLE a the height of the distribution line invert after all lines have R-2050.00 BROKEN S89°00'S0"E / 197.41 "! ZONING DISTRICT RC = been sealed in place. L=9 3. 18 �` �-- _ 0 VERLA Y DISTRICT J Invert adjustments shall be made by filling with durable and 32 ��' EXPAND DRIVEWAY r W WP & RPOD m z nondeformable material permanently fastened to the line or 1 �� ,� ENTRANCE I y a ,/� i w o reconstructing the lines until all inverts are of equal elevation. --� 30\ \ . �` `�.\ ' PROPOSED , a REMOVE / 40 BUILDING SETBACKS:• a w 5 01 12.83' x 25 i , EXISTING c� FRONT 30 C) (A w O Of L=27. 16 \ ��\ e�`�� ° \ELF S.A.S. RESERVE W PAVED DRIVE o SIDE & REAR 15" c' _ ---� T 38 `� °<,tiQ �, a REFERENCE, DEEP- 22859-284 O \ 28 \ \ \ F�� ,,• \.\ I PROPOSED , w PARCEL 102 BM: TOP CB � o 0 S ` Ci 12.83' x 25' a) O z I I w `--- T `� �,�, r` 1 1 ELEV. 40.69 LOT COVER BY STRUCTURES. > I GENERAL CONSTRUCTION NOTES \ �G `. I S.A.S. r j ' _ `�'\ \ \ F� �,_ �O _/ 46,706 S.F. EUSTING STRUCTURES N Q 1. All andhehTown workmanship of Barnstable ruleserials and regall ulations ulationsorm to REP Title 5 for the subsurface - _ \ O''� ° \\ `�`eC�'9/� �`� ��/�y TP 4 i W I MAN. �`�--PROPOSED DATUM: GIST PROPOSED STRUCTURES =48.8 0 o \ \ F� F PROPOSED / disposal of sewage. g -.. \ 2 \ \ Z \ \ ♦`� O ��` ° EXISTING r (Typ WATER LINE �, z 2• Access ports over tank tees shall be accessible \ -�, ' EXISTING / 10' MIN. FROM FEMA DATA: within 6" of finish grade. �..� \ \ ~`. °� I SEPTIC COMPONENTS " " 3. All components of the sanitary system shall be capable of 24 \ \ \ \ '•� TP 3 1 c ZONES B AND C r , �C FIRM PANEL.- 250001 0016 D withstandingH-10 loading unless the are under parking or \ \ O \ \ `. i ' �' y P g, � \ . 0 � W 15' WHITE PINE PANEL REVISED.- DULY 2, 1992 ; drives H-20 loading 'shall be used under parking or drives. \ 22 \° n \ \ Gfi `� 4. The excavator/con tractor shall call dig safe and verify the location �\ �\ Qj \ \ \ _ `. i'i i 1 c� c of all site utilities prior to any excavation, and shall be responsible \ 20 \ \ \ \ \ \ `� - T le 0 for all matters relating to electric easements ''• \ \ TP I DB ° 5. Sewer pipes shall be 4" Schedule 40 PVC laid at a min. 0.02 slope. 18 N. �Go�s \ \ \ >` \ 2 19 WHITE PINE ! (,I 6• Any masonry units used to bring covers to grade shall be N y0• '_ mortared in place. 16 \ \ v�, 6) W CD J ° 7. Finish grade shall have a minimum slope of 0.02 ft per foot. � � �' \ \ \ \ °�'L \ \�� i 16" WHITE E 40 m 8• Existing system components -if any- shall be abandoned \ \ L0 °� ► 0 SPRUCE P L_A N L_E E N Ca per Title 5 requirements `� 14 \ \ \ \ \ \°`&C�,\ \ \\ \ \ r 9, The excavator/contractor shall be responsible to contact 12 \ \ \ \ �F� O SPRUC `rb EXISTING UTILITY POLE Doyle Associates 24 hours prior to any required inspections \ \\ \ \ ° \ \ \\ \ S,S� l��j ---�_ . 35 0 EXISTING CATCH BASIN shall be marked with magnetic toe or \ \ \ \ \ \' \ \ l° PR / 100' WETLAND �r 10. All componentsg p e \ i�PROPOSED � 13 AK ''° � 38 -'---"� .--12- - EXISTING 2' CONTOUR comparable means in order to locate them once buried. \ \ \° \ a ' GARAGE cv W �,.- BUFFER LINE P \ \ \ �° \ �� \ 4• O --- � 36 -OHE- EXISTING OVERHEAD ELEC. 11. 36" max cover over system components \ \ \ \ � I _ �7 / o 12. Where water service connection is located closer than ten feet from \ \ \ N� \ �\ l \ \ `_ _ i `� -' �/ "� N �. j---____L_ -_ NO f`cp� CESSPOOL TO BE REMOVED 3 II sewage components, service line shall be set in PVC and pressure tested. \ \ \ Q. \ �° \ I I � ! --� �'r ® REMOVE EXIST. WATER SERV. 0 5 ° \ \ I I / U! 13. Septic tanks, grease traps, pump chambers and distribution A7 \ ` \ I I \ a I til POLE TO BE REMOVED N boxes shall be installed level and true to grade on a level, \ \ \ \ 1 \ I I t_?RCPOSED DWELLING °- stable base that has been mechanically compacted. If the component `\ 1� \ �I i BL RAZE EXISTING it 34 � is placed in fill, proper compaction is required to ensure stability and to \ \ \ \ ° ! \ STING DWELLING - I prevent settling. Native ground with a 6" aggregate base is otherwise adequate. A6 \ \ \ \ \ ° 72.00 -'- 14. Any at-grade covers shall be secured to prevent unauthorized access \ ® -r-�=- _ ��J -i rJ 14" WHITE E 32 E�LPNU PORCH\ 30 50 W R \NE A5 a�, \° \ `-- i� °� RAISED ,,f 28 'gVFFE \ \ \ \ \ CPS PATO / 26 i /,-� /r �F r�A \ 59' \ I OLLY CLUSTER . T °�c \ 16" WHI E DINE �30 ,,�% ' 20 SOIL DATA: A \ \ \ / 18 U STEPHEN u ® O TEST DATE. 07-09-08 P 10011 r \ " SOIL EVALUATOR: S. DOYLE (APPROVED: 03/95) \ \ \ \ \ �\ 28� 9�ti .- '"� // #s� P w � J WITNESSED BY: DONNA MIORANDI O \ \ 1� \ \ - -' '/ / 16 ® �c� s,��cQ ®26, Q � Q _ w TEST PIT #1 TEST PIT #2 TEST PIT #3 TEST PIT #4 \ �\ ` ` e 12 O PERC <2 M INCH PERC <2 M INCH \ \ ` ` - ul / Fa ' r -' '" BVW 1 � W ~ / / PERC <2 M/INCH PERC <2 M/INCH 1 � \ �..- -22 EL. 39.0' O» EL. 39.0' 09) I \ n. � ` -'�' `- "-'_ . -' '- EL. 39.0' O„ EL. 39.0 0" \ \ A LINE J "'" _------ -"'� z W cn Q Qcn -o Of/�p4 »A" SL 1OYR 3/2 »A" SL 1OYR 3/2 »A» SL 1OYR 3/2 »A» SL 1OYR 3/2 Al I ' BEM 20 �/ r --' / BV 2 � DAYID 4 4 4 4 o -_ __ -- `� B. c Q try < c W < "Bw LS 10YR 5 6 "BW LS 10YR 5 6 "B" LS "B" LS - 18 .''' MASON "' �� / �� / w 10YR 5/6 w 10YR 5/6 / '\ �--car_" --- --•..�.- �_.--- - - ----.`�� .-- WIn v NO.1066 y Q N 36 (EL. 36.0) 36 (EL. 36.0) 36 (EL. 36.0') 36 (EL. 36.0') ''� \ \16 �� '� c, <p� BVW 3 `� sr�R``o � � � � I - - - FINE FINE FINE FINE \ \ --. -'� BVW 5 4 1 p U In SAND SAND SAND SAND fkrs DD PERC 0 46" PERC ® 46" � ANC PATH N U 2 5Y 6/4 2 5Y 6/4 2 5Y 6/4 2 5Y 6 4 _ / / .�: BVW 8 . -- -- -- BVW 6 - o P z CB i BVW 7 - W L� w 0 = z ' » EL. 28.0' » EL. 28.0' EL. 28.0' FNDr\ _\-V - � _ 1� I- O EL. 28.0 132 132 132 132 NO G/WATER OR NO G/WATER OR NO G/WATER OR NO G/WATER OR _ - - _ 12 - F- w n REDOXIMORPHIC FEATURES REDOXIMORPHIC FEATURES REDOXIMORPHIC FEATURES REDOXIMORPHIC FEATURES J z