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HomeMy WebLinkAbout0300 SEA VIEW AVENUE - Health 300 SEAVlt-- i AVER"OS-ERVILLF_ A = 13 -PCP CPS ]. 0 `+1 0 3 Y tI 1 A '1 A ty� 1 Y 0 4 1 C 1 E =11 t � Town of BarnstableLl Departiment of Regulatory Services _ Public health Division 7 a►naereata. Date A 76 200 Main Street,Hyannis MA 02601 ' rEll MA't AC Date Sclieduled_ y C'-• ,e-� /9 / 074 f Tune rrn Fee Pd. 4 Soil Suitability Assessment f6i" S' e i po Z 6 Performed-By:6tt.I/, l/(§_/j /?aihcz�rii7 C " Witnessed By v LOCATION& GENERAL INFORMATION _ Location Address -qoo `V//. n e Owner's Name T'ho/',xts, ZJ - saao JEr /'7 Address P_15 Dot,t'n y 0s A/xjc s,CA goo(o q Assessor's Map/Parcel: 13,ff o06 Engineer's Name UPG21a�o� ' le vki2 NEW CONSTRUCTION - REPAIR Telephone# _ 508 /1�g-33 Land Use'_(ZIESI.MA (� (✓ Slopes(%) _ I�O Surface Stones—A OLA Distances from: Open Water Body ft- possible Wet.Area�_{t Drinking VJa[er Well —hA_ft Drainage Way A y A ft Property Line + 1' fit Other SIMTCII:(Street name,dimensions of lot,exact IncaIlons of test holes&Pere tests,locate wetlands in proximity to holes) cv` 1.lz� Tivl Ilk-2 ill 3 ZO t 1380 s #300 r Parent material(geologic) j_V 1&5(-E Depth to Bedroclp � L V.5 Depth to Groundwater. Standing Water in Hole: Weeping if'om Pit Fnec Estimated Seasonal High Groundwater F—L E:j A—\L 10 D +;TERMINATION FOR SEASONAL UGH WATER TABLE Method Used: (7—t Depth Observed standing in obs.hole: la. :Deptli to Boll mottles. lit, Depth to weeping from side of obs,hole: ln, -Groundwater Adtuetment ft. s, -----lndexWell = _ Rcading Date• Index Well levol A factor 1 A MAS f LOZ #Z -- .• r11.araundwater Leval s 2 e -.. Observation PERCOLATION TEST bgtk;�_ , ,Z Hole# Tinto at 9" Depth of Pere © Time at 6" Start Pre-soak Time @ lltntt(9"-6") � -�. . End Pre soak 'L6&i FL.CA t i s LesS 1�EA ol, '��j v.A t _ RateMin./Inclr LESS'Ti�� . 2.1L'L< nJ 1nL,2 \OLXC(:-\ -Site Suitability Assessment: Site Pesseil Sitee Failed: Additional Testing Needed(YIN) Q t> Original: Public Health Division Observation Hole Data To Be Completed on Back---- ***If percolation test 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:\S EPTIC\PB RCFORM.DOC 1 z i DEEP-OBSE IWATION ROLE' LOG Dole# � , Depth from Sall Horizon Soil Texture SO Color Soil• Other Surface(►a.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. onsistency.WGravcl) E ©—S PI LL &e inwv E t_ 9►2�,v Q Zb S q Icya 4e 5 � ��« Loos 'C,/ lt1L� flu. I�CX3S t VUC L- . � 4 DEEP OBSERVATION IIOLE LOG mole# _ Depth from Soil Horizon Soil Texture Solt Color Soil - Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% rav .0-5 1 FFt C_ &Z A<U C—Ltoy C Y 1 v 6 r vt,1 C DE EP OBSERVATION BOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other • Surface(iu.) . (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cm i to► O o-S �=LLL .V GL Do.LV Zih ;Mao , lA\G I-C-- Gta (V — c, V e 1 vY Stuul — 63ZA•rv-L DEEP , �t e 1/ I�IJIaP OIiSIiRVATTON ROLE LOG Idol # OV/ Depth from Soil Horizon Soil Texture Soil Color soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stoles;Boulders, consistency. ' G�Zd� � 30 -� 2 C� s►v�, CtiY x2.Gl� s)� - e-ecz.�,�v twos c� Wo P-C 5,(,rt.0 - C A-,v.JL005--L, F lood Insurance Itate Man: Above 500 year flood boundary No X Yes Vditldn 500 year boundary No Yes Within 100 year flood boundary No.,_._. Yes Deuth 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'? --�C--CI If not, what is the depth of Naturally occurring pervious material'? Ceitification I certify that on k M L.9S(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 require ining,expertise a y,,,.e nee described in�10 CMR 15.017. SSignatureDatb 2.517 QAS.EP`I'IWERCPORM.DO C } TOWN OF BARNSTABLE LO <ATION Soo SeAVcccJ RuG O SEWAGE# c2O/y- 32J5 VILLAGE Q5r-cfv t t(c ASSESSOR'S MAP&PARCEL /38 - OOS INSTALLER'S NAME&PHONE NO. , (`tA Cc 51 cr yde s5-�f /d a0 //000 � �• -SEPTIC TANK CAPACITY o?joo06g�.Exl jlm F 74Ntyr. 7-4�-r4 ZX cyg,�r LEACHING FACILITY. (type) F/0w 0,,V.,wef C14S (size) /Z r449 ' NO.OF BEDROOMS . a OWNER TJIOMAS c5-(,Ut9,Y 1L1 PERMIT DATE: /-8-la- COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY a .900 'l3 y3� a- syr a 6 yy Lca� y8- S= 38 S - 0 un 0 No. ( a Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplitation for Misposaf 6pstem Construction Permit Application for a Permit to Construct( ) Repair W Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components G Location Address or Lot No. -SCE S�o.� Eu.! R,3 tv Owner's Name,A re s,and Tel.N C ILA.c -Vlt®wtO-S 0>\,uoku, !. Assessor'sMap/Parcel ks b -5co5'e—A \ 1eq'i 6 i,LG Installer's me,Add ess and 1. o. Designer's Name,Address,and Tel.No. 4ZS—SSA A n,co_��:, - 5�� -Kd8 c�Jl7Ll \�Jt4n! G.Yvci�ZlNEt k1� �U S1 0ST` 567 Type of Building: A rej55 Dwelling No.of Bedrooms Qj Lot Size `t dl w —sq-+- Garbage Grinder( b Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 0&0 gpd Design flow provided q 2,4 gpd Plan Date C'c-T 6 , ZQ\A Number of sheets ` / t Revision Date Title 5 1 re FL.A,c PQG?� 1 VkL?eoQ GVUE3i 5 t e,,Aj Size of Septic Tank 190 100d + 154 � Type of S.A.S. Description of Soil b-S" 6Q24.Q 4r.C \ l L ! L\y Q.rJ,4Y� >r� �5 L'k-i Clt \Oy e 6 2$ - \ZZ: C- Lo'-f u_ cop, sc 344-,A o ko`t ,/A 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 a d n t to place the system in operation until a Certificate of Compliance has been issued?by this Board Health. _ r ign d Date h �� Application Approved by ff% Date Application Disapproved by Date for the following reasons Permit No. Date Issued No. D �� r Fee THE COMMON 'EAL' FI OF MASSACHUSET TS Entered incom¢uter: PUBLIC HEALTH DIVISION`•- TOWN OF BARNSTABLE, MASSACHUSETTS. Yes • `' tJ�JYItatI01Y for �I8�108aY `pBtEln COnstrULtlDnerIYCIt Yam. ,;fir • n _ Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Component Location Address or Lot No. 3CO Sle raV+E aj Av e Owners Name,Ad re s,and Tel.No Os�,Zaf 1 t.LC �D ykA�S 5,\/J,c A -. Assessor's Map/Parcel 1 co�" >cx-)S i\ \f I C v" 14,-;.,s ►1,t x Installer's Name,Add ess and Tel. o. Designer's Name,Address,and Tel.No. �4Ze-S SA4 S] Z� fir' 4 .�� � s t � �..� �' 1L O ��(I L-L C�.. a Type of Building: .Dwelling No.of Bedrooms Q, Lot Size Garbage Grinder( � Other Type of Building No of Persons` Showers( ) Cafeteria ' Other Fixtures is Design Flow(min.required) ,., F ,d gpd Design flow provided`` 9 2.4 gpd Plan Date CST 1- 1 'Z014 Number of sheets Revision Da et to /� Title S 1 f C FL-00,Y e-Q 19CS—C l �VL,1�e ou G vU c-A.J\ (,gyp 3 C A ± Size of Septic Tank /500 /000 + 190 Type ofS.A.S. ' Description of Soil A10v G L r. 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 AL accordance with the provisions of Title 5 of the Environmental Code a d n t to place the system in operation until a Certcate of w� Compliance has been issued b this Board Health. n ign d /6 ) Date ��tJ + Application Approved by %1 ' / t i'% Date v v v Application Disapproved by - 7 Date for the following reasons Pen-nit No. Date Issued 1 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS r, i Certificate of Compliance _ I THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( 1� Repaired( ) Upgraded X) r Abandoned( )by \r G'f( � at C� V f EvJ Alt r. NTcz+/ 1 L(-C- has been constructed i acc Wed with the provisions of Title 5 and the for Disposal System Construction Permit No. �� Installer; CC C ACC-(I�� �r Designer', u LL I t}cat as I IV. C e; \I #bedrooms ESQ Qc_-01-k S Approved desi n flow. gpd f� The issuance of this p rmit s all not be construed as a guarantee that the system wi func ion as de ' ed. I ' Date ) ) Irispector S _ t --------- -------------------------------------- No. 3� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction.Permit ,•� ,' Permission is hereby granted to Construct /(J/) Repair( ) (� Upgrade(,V\ Abandon( ) System located at 30D S E"A `Fi(_V i Ay C )S �Vt LC.(- t ' 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. O Provided:ConstruPT umpleted within three years of the date of£this permit. ' Date ,st co Approved by Town of Barnstable P��troti,o Regulatory Services Richard V. Scali,Interim Director MUMSTABLE, x 9�p "M. Public Health Division len�nn�s Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Z7"l S Sewage Permit# O - Assessor's Map\Parcel 138 -00 6- Designer: .�yG(`'!ak EA&AW,ng t(m5u(4,`n9 Installer: cuce `�Q,Ct2 Ll stJ Address: 7 ?c rker" 2oaO�y S `Y Address: Oaeri,;L /-tA 02(;5-S On ('8-/S 3 t't�Ce 1 log ca l I cr was issued a permit to install a (date) (installer) septic system at 3 Op S r-s-tn;c i ou C--o S i er Al e_ based on a design drawn by // (address) . S/((`,'ah rh iSee(h 6nS✓A n dated 09V; y%ao t`f (desi her) .4/ 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. Strip out (if required) was inspected and the soils were found satisfactory. Ex4yj.Zom o�,- h-tu Sr%1T,k -rA u\< ioa� w'� tt-z��t� r�xfl �s 5�:co••,a cary.onrZc�� .V\%0NP 'we zsa) kov_ WIV-0 UVV\,?W%tn<Afr- 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. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system.referenced above was constructed-ti`�c o pp-W ce with the terms of the IAA approval letters (if applicable) ��� f°ss� JOHN C. CMG O'Dt,4 `rin AA CIVIL ti No.48168 (Installer's Signature) �'ar 9F6/STE\' �s810NAI (Designer's Signature) (Affix Designer's Stamp Here) 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 8-14-13.doe TRANS. NO.: CITY/TOWN: 05 T-C—Q V I LLB APPLICANT: ADDRESS: 3 oO San— DESIGN FLOW: ® REVIEWED BY: �Z. �Lt�t U r�vJ �; DATE: N/A OK NO 1���N y � Ff iyN,��•'���-#II}, G • �� 5`�Fj� �Y' -�� fl � E �� ��� � f t,k` ':sfiu����� 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 15.12204(t)] Plan proper scale? (1"=40'for plot plans, 1"=20'or fewer for components) 310 CNM 15.220(4)] . V' Easements shown [310 CMR 15.'220(4)(b)] V 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)] V Location of impervious surfaces (driveways,parking areas etc.) 310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c Location and dimensions of system components and reserve areas. v, [310 CMR 15.220(4) e System Calculations [310 CMR 15.220(4) ] daily flow septic tank capacity required and rovided) , soil absorption s stem(required andprovided) Vol, whether system designed for garbage grinder 1/ North arrow 310 CMR 15.220(4)(g)) 1/ Existing and proposed contours 310 CMR 15.220(4)(g)] v 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)] t/ Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(i) 1/ 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)] '-r Address DO . SEA It I E Vid AVE Sheet 1 of 7 C),S-1 F- (Vt Ltd 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 piiblic water supply within 250 feet of the proposed system location in the case' V' within 150 feet of the proposed system location in the case 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 V 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 construction l/ activities within 5 ft. of lot line) [310 CMR 15.220(3 Test Holes adequate(two in each of the primary and reserve v unless trenches as permitted in 310 CMR 15.102(2)or 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)(g) 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 S u-4 V C ,_j AQc% Sheet 2 of 7 �� -VS�roG �x�S�,ry 6 2b6Z) �r►4��� c�cP�1C� NC N/A OK p 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 CUR 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 V CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater) middle access at least 8 7/07 310 CMR 15.228 2 ] Access to within 6 "of grade =one port for systems<1000gpd, two for systems>1000'g pd 310 CMR--15.228(2)j All at-grade covers secured to unauthorized access? [310 CMR V, i 5.228(2 > 10 ft from building foundation r310 CMR 15.211(1)] h 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] tea, .�-,ron.c�ua6iu.sfri4u;sr rtevaw-:iv:.m. ': T A Required when other than single-family dwelling or flow>1000 d [310 CMR 15.223(1)(b)j First compartment 200%daily flow; Second_ compartment 100% daily flow[310 CMR 15.224(2) and 3 ) "U"pipe through or n3z r baffle, outlet of each compartment with gas baffle pflapproved filte [310 CMR 15.224(4)1 Address S c VI e va ` Ay Sheet 3 of 7 �� f2Y Icy N/A OK NO Y, 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 re uired/o rovided ? 310 CMR 15.222(8 J 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) V 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 h CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed f � �. M '° - 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)(f)] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Minimum sum 6" [310 CMR15.232(3)(e) V Watertight cover if<2000gpd);waterproof manhole if>2000gpd• [310 CMR 15.232(3)(d)] rP : a' Capacity(emergency storage above working=design flow)? [310 CMR 231(2)] Proper setbacks [310 CMR 15.211 same as septic tanks)] v Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE [310 CMR 15.231(5)] V Service components accessible(not too deep with piping, disconnects accessible Alarm floats - alarm on circuit separate from pumps specified? v Exceeds two units must 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 CMR 15.221(8)] Address EA V 1 C— \/j 4,V Sheet 4 of 7 N/A OK NO Calculations correct? v' 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1) Required separation to groundwater? [310 CMR 15.212)] ✓' Aggregatespecified 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] ._�" 1 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 Aggregate 1'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)] ✓ ou Width 2'minimum 3'maximum 310 CMR 15.251 1) �1 100 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] 0/- .s,,' minimum 2 distribution lines 310 CMR 15.252.(2)(a)] /mil 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 maximum. 310 CMR 15.252 2 --o Separation between beds 10'minimum. 310 CMR 15.252(2)(f)] Bottom area used in calculations only 310 CMR 15.252(2 i ► Address �J� EA 1C ► E V✓ Sheet 5 of 7• O5 i�2\1 I LL.6 I N/A OK NO w!•m 'r4 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 (>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] 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)] Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface 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? Hasa licant submitted a copy of a maintenance e Iti" Are the variances listed on the plan? [310 CMR 15.220 (4 O 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 15.414A , Address�!�(Y-) S CA Vt G vi �y� Sheet 6 of 7 GS �2 l N/A OK NO Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CNIR 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 ? 310CMR15.2142) Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1)] a rrc st y" e r r x x i aikr w � � J yk i lad, ��� � .. �� [[B5 ,..,6ikChr37�'2,`u-L..vT1'. a .t.',.�.,..,.,r .,�_ .. ,bra._•. Pum ing to se tic tank ? [310 CMR 15.229] t Shared System 310 CMR 15.290] ' f • 1 ' n ��� Address v../ GV E Sheet 7 of 7 Os-ic-(LY( Lc C_;- No. 6 Cry / I ! 3 a S Fee —/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �✓ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipplication for Migoml 6potem Con truction Permit Application for a Permit to Construct( )Repair(/1_<P^ grade( )Abandon( ) ❑Complete System 0 Individual Components Location Address or Lot No. 3 o o S e-s v"e,J Owner's Name,Address andTel.No. ©S r-�. 1C �IAS S JvLo�ae A V,.mot Assessor's Map/Parcel d Installer's Name,Address,and Tel.No. L(Vie_Sy,�Q Designer's Name,Address and Tel.No. �vt�•cc hca-CL-W. lc� t Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Z`17j?99114 w 12-3oX 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 Certifi- cate of Compliance has been issuW by this oard of lth. Signed .�f Date 4- 20 Application Approved by Date.. Application Disapproved for the ViiowlLng reasons Permit No. Date Issued 13 No. - CO / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1✓ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for Migpo! ar *pgtem Congtruction Permit Application for a Permit to Construct( )Repair( Jpgrade-( )Abandon( ) El Complete System D Individual Components .F Location Address or Lot No. 3 Q O S e A v,e J Owner's Name,Address and Tel.No., Assessor's Map/Parcel 3V6 Installer's Name,Address,and Tel.No. L,t d—e- a Designer's Name,Address and Tel.No. Jr-,C c Y c"_ C_\`, lcf 1 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ), Cafeteria( ) s Other Fixtures ti x. Design Flow gallons per day. Calculated daily flow gallons. j Plan Date Number of sheets Revision Date Title ` Size of Septic Tank Type of S.A.S. Description of Soil J Nature of Repairs or Alterations(Answer when applicable) Date last inspected: _ .Agreement: rf Tie undersigned agrees ensu&the.cons ctio.n.,:and maint nange of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Epvironmed al�Codd and not to place the system in operation until a Certifi- cate of Compliance has been issue by this'" `oard of th. Signed Date /D"a 0 Application Approved by �+ '' " Date G-D_6_ s, Application Disapproved for the Vilowing reasons , Permit No. �7 Date Issued --------------------------------------- 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 c r c k1c'r,�Z t << at _'�nc, SCo v _j t),( , 5 Sir (c has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer c ccc h-n-e Designer T/-•-j �, The issuance of this permriitr�t shall not.be construed as a guarantee that the system will function as Designed �� ? U Date l l�r;•;/. Gf Inspector y l ///I A 0? � ��/'X,)� s r!?gll A'.f� ;11 _� ————— ———————————————————————————————— C� f_ /No. Z4— / Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS lwigpogal *pgtem Congtruction Permit Permission is hereby granted to Construct( )Repair(k jUpgrade( )Abandon( ) System located at 00 Sri-) tcC and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: 0 - 99 Approved by �. LO CAT ION SEWAGE PERMIT NO. t VILLAGE ,- 13 ' C7oS INSj LLER'S „ NAME & ADDRESS OR OWNER DATE PERMIT LSSYED DATE COMPLIANCE ISSUED � � -' t ` � elL IN 2S+ N 6 1 ..... ...................._ w Q D THE COMMONWEALTH.OF MASSACHUSETTS . BOAR® OF HEALTH ..............................OF...........-.................-......... Appliraation for Disposal Works Tontrurtion rnmit Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disposal System at: / ...All.L.......... ........... -----------------..................................----------------- ...................... �' Lo tion-Address I r ort No. p2 \5�._.. .............: fir .. J1 d , ner Ad r... Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures ---------------------------------------------------------------------------•-•-----.------- ........................ W Design Flow............................................gallons per person per day. Total daily flow.._........................................_gallons. W Septic Tank—Liquid'capacity..........•.gallons - Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.....................Total leaching area....................sq. ft. 3 Seepage Pit No..................... Diameter..._................ Depth below inlet.................... Total leaching area.................:sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by-----------------------------------............. ----•--•----------•-----•. Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.__._....•.......... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 04 ..........•--•--•-•------•••-•-•-••••--••-•-•••--••--•--••..........-••--••....................•.........-•••---••-•-•----....•--•--.....................--- 0 Description of Soil......................................................................................................................................................................... x UW -••--•-••-••----------•-----•---•---•-------------•------•-•-------•----•••••--•---••...........---••----- •--- ._... Nature f Re -airs or—Alterations--Answer when applicable._. C�_. 00__iQ...... '.�Rl #. ...........,. ...................-..................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITLU 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Application Approved B /fDa�( Date Application Disapproved for the following reasons----------------------------•----------------------------------•-•-------------------....._......-•----.......... .......................................•------------•----------..........••----•-•••...------•..........__....._.........•-----•••-•---•-•-••---••-••--------•--••-•-•-•--•-••-----•----•-•-•.......... Date Permit No..... .......................................... Issued_.... -- !A.....S!-------------•-•-...... Date No................_....... Fim.......................... _ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH -- ...........................................OF......................................... Appliraation for Dispnaaal Works Tnntrur#inn 1hrmit Application is hereb made or a Permit nstruct ( ) or Repair (�an Individual Sewage Disposal syst tJ, .5e o !eL. kJ Q- _... L lniAddress 7..... ..................................... .......... P. • or t eCf No. ................... C w er ddress M.a - . ` =------------------------------------ ---- M .... � ............................................... Installer Address UType of Building Size Lot............................Sq. feet .-� Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type T e of Building No. of persons............................ Showers a - YP g --------------------•---•-•• P ( ) — Cafeteria (----)- dOther fixtures -----------••-----------------------•-••-------•------------------•----•----------------------------------•-••---•- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.........._......... Total leaching area....................sq. ft. Seepage Pit No_____________________ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by ------•--------------- Date Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ -=---------------------------------•----••--------••--------------...-----------.._..•••-•..._--•---........................................................ 0 Description of Soil........................................................................................................................................................................ x U ---------------•--•••.......-•••----------•----••-•-................................................................................................................................................... W --••----•-•----------•---------••----•-----•--•-----•------------------•---------•--.--------•------------ U Nature Rep irs o ,iterations— swer when applicable._: ...del __E!i_1. ._ ..1........ ,° Q'" ----------------------------------------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITTIE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed4 .s r..... .......... .................... ........ .. D Application Approved � ..... . .........................•- -•--- __y---•------ Application Disapproved for the following reasons-------------------•------------------------------------•----------------...---------....._...--------.....----•- .........................:.........•-••-•---------------••-....-•--------•-------------........--------....--------------------------•--•----•-....------. -••--•----- ...................... --------- .. Date - Permit No. ( .... Issued.........0 Q........ ............... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...............:..........................OF..................................................................................... At munt firatr of Toutpliaanrr THIS IS TO CERTI Y, That the Individual Sewage ;Disposal System constructed ( ) or Repaired ) bY-•------•........•-••••......-••-•........---•-- . .............................................-............................................................................................... I /��j / nstaller has been installed in accordance with the;'provisions of T T LE 5 of The State Sanitary Code s described in the application for Disposal Works Construction Permit No: :.. ��__' __�.____. dated_-..__ .� 14--..._ . . . THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CON TRUED'AS A GUAR NTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............... ........ . ... ------------•--------•---- Inspector.............. ...... . . •--- ---- --•--------•-- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No.... ...........................................O F..............-----_.............._........................_:...._.................. . . ipoaal nrk n irUan ° rrntii Permissionis hereby granted.............................. ----------------------------------...----------......----......................•--_.... to Construct ( ) or Repair4 ) an Ind' id Sewage Disposal System -at No-------------------------------------�- ----------.......... :.......L-4tt_-,.1------ ---....... Street as shown on the application for Disposal Works Construction Permit No........ -_!Ut Dated.......................................... ...................... ------•----------------------.....----•-•----•...............---- /� /� Board of Health DATE..................................... •��--------•---• FORM 1255 HOBBS & WARREN. INC., PUBLISHERS r' r 9AXTER & NYE, INC. Registered Land Surveyors 22 Wianno Avenue/ Osterville,Massachusetts 02655/ Tel. (617) 428-9131 WILLIAM C.NYE,R.L.S.-President RICHARD A.BAXTER,R.L.S.-Vice President November 15 , 1984 Rogers & Marney, Inc. P .O. Box 310 Osterville , MA 02655 RE : Proposed Sanitary System 300 Sea View Avenue Osterville, MA Gentlemen: Please find attached a copy of the preliminary sanitary design for the referenced project . Two test holes---were dug to locate the water table.' As a result of the water elevation, flow diffussors located behind the existing house represents the most viable solution. The Board of Health requests that 1 flow diffussor be installed per each bedroom. Since the existing sanitary systems are located in front of the house and the proposed system behind, the existing plumbing in the basement must be redirected. 1 cl use the attached is suL ic:ienL fOr your present needs . If you have any questions please do not hesitate to call . Very truly yours , Peter Sullivan, P . E . Baxter & Nye, Inc% PS/fmj Attachment MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS 1 AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS L A N ►J o 3C` SeA:gI �I ,} T .. ... 7, S ti c. so e , w t-R4 g AI-(- A P-ou►� o� -�: . « 1 � �E�6t� G�•:'6��s s — I `M r a / `'" :f . r FLOOD ZONE REQUIREMENTS O ZONE TOP OF HWW 143"ATICN AT ELEVATION _ '/ 1 _ ...•...•4 , N FLOW - OD NE AS�LEVAIION W cs II.E'fll'-I V2•) ' r FOUDATION SErrEnAL rorE& -PROP05®TOP OF FIRST FLOOR SI.BFLOOR AT M"ATION 12J s2'-1 1/41 E%9TW5 BS'-II••/-) - 'o -pE915N GRRERIA:ISO OIR-532322 PLOODRE515TANT COIai1EL1fON IGK QNFALL 106iff �LRInNC.If PALLS roLONGREIE i6 d 0 ESI WON OF ISO CH PER 2.2- FOOT OF FLOOR ARM / E%15TN6(6'-11'./-1 FOOfINb YV AM:PROVIDE 2 RO1G OP 5 'UO3 T �/.'�!�" �r?Pry /c1- }�: }may,; -ca�Ti SPacE FLOOR AREA,T7 9P.EAGN fn 5n RLGIES REOD}'Of{Np165 RlOJDID•20O SQ INUES Ea. EO. ,Y 3 Iy�a TEA L::1.� 8�i, 3 5�>1 )•' ( T�EGT10�6 IVLI lEf8efr5J m_ m '0 c y O EO. Tb. -SILL TO BE N P.i.7X55 W"-AW&ALVAN IZW Y` rt., to F •2 SEPMATE FWLL.S TO MAVE I FLOW VENT PM KALL BY:HART VET C2 TOTAW MODS..540-10 ANANt T5 R 97 O.O.Me!AND � ` 12 VB(PS TOTAL AT 200 W.IN.EACH-400 50.IR FLOOD ORMNS PROVOEDJ. (DESIGN GWT04A-TDO CMR-5=2Z. tp )) , -ANG110R 00LT5 SMALL EMSASE ALL PLATES AID m }p OCT6{ ' BE FASrEWW N S-X9'XV4•FLATS VWASI S, N 10 } C 21 L t tttttt �� TNETE SMALL BE A 19N.OF 2 OM15 PER SILL: 6J'.d i Soo PAVER TO SIT ON VIM 501- BA`H@R SLAW TO IM 4'C VMUU E 0000 F511 �. C 2 1ti. 2 • '� ' 2 610 VAPOR OVER~� MTSM ON 6 MIL. COPACT FB.L•SRADED GRAYM M EIS III ED TO�MAX.DRY PSG" y, _ 0> mot"JI ... -rUNDOPS TO BE T EAA'AR MrrrXTSWRE5 0 ' ' - �reCrte°l.'L / gy;rn.•.uma we+timR:XG,+ - (A0}R TO ELEVATIONS PQt SRtl.LE PATTHQ151 m w E p � TOP O rlALl.TO 9 I(Y t BEL.OA EX.IIOIEE TO BE OST PALL 69 OOR T 00 24'XX112�� tD U ! wOOnN6 YUill KEl' .- _ _ ___ _ __ Pf •TOP ONLY ___ _ ___ __-_ ------- 1 : • r : , 1.FRpM WR/r�S TYRLAL; � ___ __________________ C. MIN.(]180LTS F82 S61 � 6 ' _______ _ _ TI Sr. MAWrAW4' MW V T�\ g M R\ Tl SF, 2'GONG.D05T COVER `7 GONG.D{GT COvm— M ^� F1A �Rf 5M N9 PoRSIAI N 19mX. f GRILL 45 R MAR 4'INTO EX FOWD.FALL 1 FOOTINS ` •12'OL.vERT,i SE ARE iI u KAT MIN.INTO NEM U I ITALL FOOTINS tWVIA TINIE CAC..1 FN 2BREDIA.&6FOvf 4 • + I I R I Fr 0*3 -7 �O 2X4 PTATFJ L TE) ED(ON P,T. 2X4 N e,S OF STAIR OFENNS J u ! O!s0'%30'%a'PTS. (f)N BAR5 ER (s)T W LVL BEAM: BASEMENT - 12X8 SWEAM / n 4•LALLY COLUMN ON RON up ro art" � T I �\ so,X so,%10,GONG.. . TOP aF PW.L X BILPJEAD BEAM/S ILtDID \ _o' . I , _ FOOTINS(T1'PJ TO S'MIR A9NE SRAOE , ON �- '\ _�' i ex.Lg,.,�___exAM—_�.__ EX.eEAM __ __ e,c ffAM __o—__ BEAM __ So'xuso•%�iacoNc. fbF%t'/ b''LN `, ._ FOONM4(TTP1 ,`� ' P EX.LALLY LOLMN �i ,_----' '. ; -_; i V. Ri-- (� '9' � = LALLr \ �^` / ' T w •-•%' d� E m . `p� ON 2'4'X 2'-O X 1� / - 4'LALLT GOLIZa+ / �;\ �_c•Y_B s p ✓ CONG.FOOTINS \ s'DR VatIFY E%.r-oOnNa OR , ' REPEALS wTN TwILu Frs. FO. ; @ 3 o3P a8 a,,,o,$a H ,`1'^ - •Has f%4'X W'P05T v•045AR5 E.Xia•FTS. 9� ' . L -4'SLAB ON ERAOE FOV��LMAL i F�nN5 =•as`��sry£.46 m Y may, W NAM b X S M4%MIL 4 .D'OL VM.i SECUIg (TO BE LEVFL W EXIST FV EPDXY CfdR; BASEMENT SLAB) PROJECT 177 MIN. N mod to �TP�t' O r C ' - -0Qm n- N N_ o I >� 2X5 91LL TROT.TO BEP.TJ 9/0'A2'AMOR ' OT T9PYIG AOLL;M.iR L &FROMCaR DOLTS I'm SILL C ! y C QC40Q 6 . MAMTNN4' AL C •� O Li- 0 ' Cu ry ay "'S'''`\4"v',4 N MO i 0 ERIC J. . CEDERt-IOW tr' lob no.: IBm ` la S,IRUCTURAL ' data nOGTOBERZoIa No. 38962 t scale AS NOTED FOUNDATION PLAN drawnI 9GALE•' /4' . I'-O' rev. =; . _ ; { rev. 'w? s g E _ A- 1 m `oval u ��� ISSUED FOR PERMIT ant I of 15 �f 101 F WALL/DEMO LEGEND �'K FLAN"Dim N LLS TO EXISTING(IS'-II'+/-) .__________. 'At1 EM.MANmW i rmxffl�16' a EA5TP15(6'-II'•/-1 TO OL �� mBE RDW�m N ld ALL IM.WALLS TO 2%45 0 16' �i N p • ea. CXi Ea. RO"MIN rU11S TO OL.(IN.E`S N?tFD ORERK3J re U) MEN FALLS -PALLS MITN ROOKET ODORS TO '-' BE 2KVS(T ".h MUMS NOTED O HENS' DEMy y Y A a x a a O NOTE5 -P61001G ANO F R9rA DOORS TO BE AAOR� EXIST GD KWDOM 4 PALLS a6F 6TT I a a c a TO BE REMOVED Elm PATCHED AS 1®EO OR REPLACED AS NOM -REPER TO ELEVATIONS FOR KNDOi M h RO.HMS+nS MOVE SJBIFLOOR ,• pp pp p p oo -ENTRT,FOYER.4 MAROOM DOOR TO BE 4( y H K K K SPA TUNTUOMr OOLLELTON Y s N E -ALL EM.FWLL 9 5,W.M 5 FASTENED t MYTH W NAILS SPPGED 'AT EOFk:L o NOTE.PORTIONS OF NEW 2ND FLOOR .� ca mow PIS L MTGEN TO PRO.ELT BELOW EX.LL6:OETAIL9 TO BE - WSMVED ON 91TE. I' D ' _ ale 6 •----' • �------- � � t MA19 2441 191A 'g - 23 9/4 X 9-II 9/4 _ W �• I OQ ' tv .I• g * ------ 7 --------------------------------- AD. ------- --- O' _ '— b _ KRLIEN DESIGN, V > F V qy. RO.73 9/4 X S-II S/4 O b } w EX.DEN EX.SUNROOM ----------- �. U RO.2-5 s//4 X 9-II s/4 KITCHEN q9 } i ON. F .kKa' .{:I�' a'( DECK aAor 2 D > /E'f GAR F i IX BUILT TO REM"� 1 - 3 m aT m tli m , m a a x p�. x N r -b'6Z �',* r�Vdl�.a K K d a9 K � ___ a 4. 'U•C� _ EX.LIVING EX.DINING O© yD P 13.' ° ,F.\"�G\N6. �,;t ,. __ a.�EsluvavRs °' � Y�'a• .g_��" o� �'6— '. gg P � T 'r REMOVE EX bnaEMEM - 9 oRA6E Dca23 '�7p� I _ P s < STAIR REBUILD 5 - c a s e e .Y $� o511 gravy .� � I � auGN - a--i m E .�`€ �. , r- A ✓ _ P } BNLT-IN , R N 1�E I �s'3o / �y o� t e �b� gg T{y t kS'����Sx _$•�o • h• e � 3y �,AGbI x a poi DN •v,�, "� : DRo -saox DOE!_� $2a=.� $ a tz � C s to O C � >-c f6 T i x x } _ 1' O V mcc a � 3 rn o g 1"a D P4�� a > LL t 3, �" c — c-saj°d' 1 �' N �B�. g to _ LL * ((ppcc} b a e� �FTppWW fi 2 O Q) ' F /! ^I \�alc a _ job no.; 1921 date n OOTOEER 2014 SCale AS NOTED # + f U ERIC J. Ad / CEDER HOLM i1 drawn: LW ed 10 STRUCTURAL rev. C' No. 38962 " rev. F I R 5 T F L O O R I- L A N EXIST.LIVING AREA.SASS SF } Z NEW LIVINS,AREA ,2,b SF A O 5 L A L E- 1/4- a 1'-O' ! • - TOTAL LIVING AREA•9,645 SP ` ' O I o f ISSUED FOR PERMIT sbt Z of Is f i ' ., . 'I asaeAL PLAN N7+F5 'o cE�i O WALL/DEMO LEGEND rVW d rAi • _ -ALL E . ..9 TO�7YB5416' � fO Cu KT HALLS ADD M56 TO OL 5N.E55 NOTED ffmwAz '? 0 BE REMOVED °O a •V t • RE/WN -ALL NO.FW.LB TO BE 2x 5.W N O Ex6Tbb Ntl.LS TO of..(LrEE55 NOTED or'Emw 07 Nsm MALLS -MALLS Itl111 POCKET OOORB To OD BE 2X5'S"CAL)WILEW NOW "� L DEMO NOTES OTH3NSE m a) MOOYS TO BE'FULA'ARCH"WT- v V . O�PATT ZA ELEVA7+ONS FOR `C U • EXSTINS DA^tr®rLNDo/B 4 MLLs ` TO Be REMOVED AND PATOfD AS - N®ED OR f3BLAGED AS NOTED. -REFER TO ELEVATIONS FOR A NOOM RO.IEIOMS ABOVE SBFLOOR h • -ALL M.MALL 5NEATN015 FA575ED d rlTM SO NALLB SPAOED 5"AT M*E 4 s' 12•AT FIELD y E R G y � -6 0 tD U - ro eI' A5 ___ --------------------------------------. _______________________-_-____________________ V A\ g ` ------------- - - R1 Ew-+ a r cc T-1 i F i i i • AA ------------ I 49 'fl` 'aM' 'fF [/ y 4y y -7 !,0*103 ��• .b 7.eAN - ----- Sat •1,—' N ! - 0P•�N b � I BATH 4 e'ql �' , plA +-' - 7%'• ;4 TILe BEDROOM b ' BEDROOM 5 - 'b -""' b i i `+`• BOONS W.I.G. O!f INTO EIRBTIN6 _ --- ---- SLOPED OEILIN6 -- - ua g • oa ' �ED cE�i',LiNb - • FOR/SV A ,pO �.�a�' s e � - OP FLAT/ i. TIRCAD Al I PD•a''°+� I l;/ �� ----------- 11 , v + •-•----------- - i - ---- \ x`=8 1 I �• X*-sy; A � \ro ✓ y.7 ��� / I ae 4 I UPPER (5) 3Lmt �• STLAA �+ + HALL � -kl� I -N�• ,hFS• I -iFy -�`'' �• RVia- .�5 .�-� eg6s�� — ' 1 I NDTE:LEVEL OF NEN 3D 4 - _ FLOOR TO BE]RISERS U Y/ cc 5BOW EXIST.30 FLOOR /�\ ` C I � CID Na) N LL a a a a a a a O o gy as III 11AU Ifl a I < 0 N I S n v 04' cc d• n Aye I i Ff i�k4 Eli job no., 1s�i 1�� ( date : 1-7 OCTOEER 2014 { ER!C J. \C� - scale AsNoTED y l CF_.DERHOL!1R 61n drawn p4 �� STRUCTURAL S E G O N D F L 00 R FL AN i g ( +� rev. �•�A/ e G1-0-1ALE. 1/4' • IGI � \ No, 389fi,2 � ! rev. a O j t o i ISSUED FOR PERMIT -hl 3 of IB s I i I m E: 1 cuRVED RooF a 8 . 6 G ETEBRON MItDpT D f F o m N < z m 0 N U I RITPf�VENT� w U UI • uSTo"M cLRVEo "' 'L L P.T.RED GEDAA ROOF CRAW WILD c U MI MB•8 ICE MID FAS A pper`` yam. P.T.REV CEDAR ROOF v t 12 SrIn+6LEs oN 1f.E r S to-/-D IMTER MB9N�E -� m ` T,ME. _ Y Ab ! 1o./-D m THE PPi. RRmg ZPA�REROM Al MA& p E . ALVM.6VTT@t ON O Y MC.5HN16LES I%FASCIA TILE. V TO MATCH EASTIN6 INQ1,3 COW13WAROS TO MATCH EAS AL 1%FASCIA . . Ift: sH,HLBWTMRON 17 TO MATCH EXIST.T. TME STAIDOWSPM— — — — — — — - — — — — — — — — STANDM6 SEAM C IM�/ggryN� �yAAt5mIN6, 1 PETAL ROOFi METAL ROOP •OP OF IA LTdJ.FnTJ`Ii I ' r .-_ -SELONTROOR BRAG ATIVE DECORATK w d) E3RAGKETS -6 ® G[❑ F C BUM d � 443 c m c o lOP G FiN RR tOP OF FIN.FLR. /� a � v MDRAII THE 44 CCan ,�0*0 = ________________ _ _ _______ ' FRONT : EL,EVATI ON SCALE: 1/4'- .'1'-0' I 1 P.T.RL.SMN&I • - RmSE VENT OAP t !!a 009 M-L 0"W(Yr®ROPr) _o �E P.T RL.SMNN:LE ! _2-A1©Jd�.}. �•o-•'r5�y o As RD6E VENT GAP 1 P.T.RED CEDAR PWF M1ER M@�RA1f P.�4-T `> �6$ EeL4'� - e+ $ $MN6LE5 ON ICf 1 R� P.T.RED CEDAR ROOF t Du y.- 6E°-E 'J 1N6 8 ON ICE r {r '3`i��` ' ryes 12 MTER M@6RN8 /a ire_CV, da�s e ERIC to/- 12 TH ' E. D rxED I CEDERHULM \r `v � STRUCTURAL !: s;� � <d Ja .1 .No. 38362 1 I TME� 1 ) ++ 'y� 3 N �5cw'�i WHOLL-1 ON ICE�aaF SS AL c L TER M943ZAE O_ ( 17 O V Q lQ N T.E. DEWPATHE T.M D -N •—/� �/I �1>� • -BRAGITTS ALUM.61ITTER ON FASUA T.MP. I 9i TOP OF FIN W �� C'N�6eLpQyB�ED9 Np ry �q91 •O ICU YV 5NM6 BAImN6 Y/ NBC TO MATCH ISTIN6 //� AL.SMNSLES To SNPIBLE 94B C /R W•` To MATCH EASTUI6 TO MATGM STING O \�/ C i%4 ME DECKING AL.SHI ',1 Ut4N6 WFININWARDS I AL.SHRKLES ON P.T.FRAME TO MATCH�%ISTIN6 _ 0 W a.. TO MATCH EASTIN6 ' TO MATCH E%I5TM6 CO -- 4 O 4--� M I%4A%S RN3WARDS MDRAL THE. j+ Ad TO IAM�TGX,F�UsnW (C . 1 TO P4ATOH EA5nN6 CUSTCPt NE11H_S, ! f I aNJ5TER5, f MIDRAIL NE MDRAL TPIE. I R4LIN65 — TOP Q' F — — — — - ,I — — — — — — — — — — — — yy��gS LLRR,, job no.: 1541 \ •F ( •FIKaTfl.06� 1 1 date IT OLTODER 2014 I%4 VERTICAL FE scale A9 NOTED j DpEFLCfE.MG6K AT 5015 j AJR9PPLR�I%4/IAO SKIRT _______-- drawn: _u.w i s rev. R'I G H T E L E V A T 1 0 N L E F T E L E V A T 1 O N --L-----------=-----------------------------+-• rev. ' SCALE: I./4' . I'-O' ' SCALE: i/4' . I'-O s A_4 o ISSUED FOR PERMIT snt 4 of 19 X Cj BRB ,' rill s WiannoFClub ,A AA ooe Fnd Lce 12.6 a =� �r •� , S88'31'22"E Fnd GMr �i�3� *oi • -- l� _ 3 4.95 � E � f �� - 1 Sty W/F _ ------ " Garage .. ---- h f - -2 TH-3 - ----- __ ' " 0 5 on --------------y------ 'rr_•,ob zlF 68 l li--- Q e Dri ve f o it `' - __-_---- 100q Reserve I - - --- 15 Flowdiffusers 4'x8' \ it \\ pas Pe • ��_ --- i% Se tic S Tem with 4' Of stone I 9,.•.- II Stone Drive \ Q As-Built Card Lawn - --- 7 II --- �1 " IS C 11 - / - _ Tank\n an o remain �.�. G n/ ti{9 Ex. ep 1 ° 16.0 , La o II . • _,.. ,' I o �� o ` ., Location Map- Lawn Existing System to be removed , �_ Lawn 1 an diffusers to P IFlo \ = 0 d flow fusers be o + r� reused. All unsuitable material Ot o i ii e �'�..� system " 0 within 5 of proposed ,.." `" w°Ik ��) . 20 ASSESSORS REF to be removed and replaced TI-I_4 rre� �� r---- \ \SQL' 3 with clean Title 5 Sand. X/p j� tOThe try- \\ o Map 1 Parcel 005 /�� S ck .. a 8 X/ 0 \\ bry o „� Thrust Blockers ' Law �. .. o + L o tt _ O - rr rim ax1 Sees Noted 12 ZONE: Lawn ....................... Stone patio ` r ��O 6x2 I... S1rJR Qut to _of r' r r 6x Area (min.) 87,120 SF (RPOD) rr _ _ m Fronta e (min) 20' rr #300 Width (min) 125' Proposed System -Proposed�-T-ZZT- ''. ` / �' 2 St W F Setbacks: 2-Comportment t /�/ r'r o P y / �`2500 Gallon '/ // A DETAIL PLAN VIEW / P " q Dwelling " Front 5' SAS Tank Pum Chamber r Pool � + c Side 15' NOT TO SCALE 1 o FLOOD ZONE: Ij p Wood Deck :I `•••-•••. ( ( Zones X & AE(EL=13) •.T _..) I 5x5 ` I I 6x2 2 .' 1 ! / O Map5001 CO757J I Existing H-20 q I + - / Q� July 16, 2014 O 9 2000 Gallon _s Septic Tank to , J .v Remain I, I \ o \. 1 Lawn �� a� OVERLAY DISTRICT ? II II � / l AP f Protection District I i Lawn r Aquifer er i 1 - .............. A u• _moo N It 11 Post & Rail Fence O�C 0 J N 11 11 _+ 1 It _ PERC TEST: 14,496 C �'� -- ' 11 I I\ IICt .......... PERFORMED BY:PETER SULLIVAN PE- SULLIVAN ENGINEERING \I II SOIL EVALUATOR NO.2376 \I j1 v� WITNESSED BY:DONNA MIORANDI,R.S.-TOWN OF BARNSTABLE \i\ lit 1 - SEPTEMBER 19,2014 \II 1i1 \ Lawn Legend: SITE PASSED Q Misc Manhole 11 \\ Air Conditioner/Heat Pump TEST HOLE - 1 EL. 10.7 TEST HOLE - 2 EL. 10.7 \`\ \\ \\ El CB/DH Concrete Bound 0 BRB Barnstable Road Bound FILL j FILL -25- - Elevation Contour 5" GRAVEL DRIVE 10.3 ! 5" GRAVEL DRIVE 10.3 g y B:LAYER 10YR6/$ B:LAXER I{1YRG/8 \\ \\ Underground Utility Line BROWNISH YELLOW 11 BROWNISH:YELLOW \\\ \\\ Lot Area: o Cedar Tree 28 MEDIUM SAND 1.46 Acres ` 8.4 � 28 MEDIUM SAND 8.4 PERC TEST \\ \\ As per Assessor 25 GALLONS IN 8 MIN. 25 GALLONS IN 8 MIN. \�\ \�\ PERC RATE<2MIN/IN LTAR=0.74 PERC RATE<2MINAN LTAR 0.74 z \\ \\ - 35" C LAYER 10YR 6/4 7.8 \� 35" C LAYER IOYR 6/4 7.8 \� \\\ Deciduous Tree LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN a� \�\ 1\�\ 122" COARSE SAND 0.5 M" COARSE SAND 0.5 \\ \n \\ BRB o \\ r. \\ Side Line Of 1931 F°d NO GROUNDWATER ENCOUNTERED NO GROUNDWATERENCOUNT?RED \\ �o \\ Layout Of Sea View Ave t * 1, oniferous ?ree \\ p o c TEST HOLE - 4 \\ \\ Ines Grade TEST HOLE - 3 EL. 10.7 EL.6.0 - FILL ��-~ -�' -- �;_.. -I,. Faber \\ \\ Lot Line Shown As- I lil •; lit I:= Fabric DARK ORGANIC LOAM \\ \\ �' - - - ,F Compacted Fill W - AND/OR FILL, \\ \\ Building Line On 1 8" 112 " GRAVEL DRIVE 10.3 24" 4.0 5 LAYER 10YR AhAYER`IOYRS/3 \�\ \�\Pettitioner's Plan LCC 2664-26 W ells e e Pea Ston B \\ \\ S80'18,33" End e 0 e 0 BROWNISH YELLOW BROWN MEDIUM SAND 8.5 30" LOAMY SAND SOME Rows 3.5 \\�\ 00 Doub - 1 1/2Ave - Double Washed 26 \ \\ a \ 8 Stone C LAYER 10YR 6/4 i\ \\ 40„W I e� 16' LIGHT YELLOWISH BROWN BROWNISH YELLOW \\ \\ S80�2000-10 Wa Y�MEDIUM SAND \� \\ 4.68 _ Public 126" COARSE SAND 0.2 42" __ 2.5 \ \� 18 Sea 40� Wide GROUNDWATER ENCOUNTERED C LAYER lOYR 6 4 'll \w LIGHT YELLOWISH BROWN CROSS SECTION OF FLOW DIFFUSOR 96" COARSESGROUNDWATER EN OUNTEREI)@ 0.4' -2 0 �� NOT TO SCALE DESIGN DATA Single Family -8 Bedroom @ 110 GPD No Garbage Grinder 0 v� � � / 4" PVC Vent With Carbon Filter - SEPTIC NOTES Existing 2Litchen � ) 1> Final Location to be Determined at 1.LocationofUtilitiesShownonThisPlanAreApprox.AtLeast72Hours TotalDailyFlow=880GPD Time of Installation so as to be as Prior to Any Excavation For This Project the Contractor Shall Make Use a 2000Gal and a 1000 Gal. J f «JJ Inconspicuous as Possible the Required Notification to Dig Safe(1-888-344-7233). Tank in Series 2.The Contractor is Required to Secure Appropriate Permits From Town Sill 11 2' 10 See Note 6 (typ.) Agencies For Construction Defined by This Plan. LEACHING AREA Min. Locate Junction Box 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall 880 GPD/0.74 LTAR =1189.2 SF Required F.G. EL. 1 .50t F.G. EL. 11.00f F.G. EL. 11.1'f Min. Be Constructed of Class 150 Pressure Pi and Shall be Water Tested to ( ) equrr>°d F.G. EL. 11.30f F.G. EL. 10.50f Outside of Tank� � Sidewa11=2(16'+68)11.5"=161 SF Assure Watertightness. In General,Water Lines Shall be Constructed in Bottom Area=i 16'x 68)=1088 SF Pump Power & Float Control Coordination With COMM Water,and Shall be in Accordance Total Provided=1249 SF � %� See Note 6 t Cables Installed In Accordance With 248 CAM 1.00-7.00&310 CAR 15.00. a 1.O't Flow Equilizers ( YP ) Conduit Thru Chamber For With Federal, State & Local 4.A Minimum of9"ofCoveris Required for AD Components. SEE NOTE 8 (TYP.) abe As Required Bldg. & Elec. Codes LEACHING CHAMBER DESIG EL. 9.52 it ter 24"0 Manhole 9• 5.All Structures Buried Three Feet or More or Subject Power & Float Cables Alarm To Be On Separate All Pipes to be Schedule 40. Use EL. 9.51 Frame & Cover P to Vehicular Traffic to be H-20 Loading.It is the Engineer's I S Flowdiffusen with 4'of stone in a EL. 8.65 9" Min. Recommendation that H-20 Always be Used. Finished Service From Pumps Grade Cover 112"0 Gal v. Pipe 6.Install Watertight Risers and Covers to Within 6"of Finished Grade 16'x 68'Washol Stone Field as Shown. Installer To H-20 T� El. 9.57 For Float Support Confirm Prior EL. 7.35 1000 Gal. 1500 Gallon D Box EL. 9.35 Over Septic Tanks Inlets,U,and Outlets,and to Grade overD-Box,- To An Work Existing H-20 r� ® e Pump ChamberandLeach;ng Chamber. BUOYANCY CALCULATIONS: y 9 7 7 Tank Pump Bot. EL. 8.07 ` To D-Box 2000 Gallon E Chamber EL. 9.03 FI r 5' 0 7.Septic System to be Installed in Accordance With 310 CAM 15.00& Weight ofH-2OZ500 Gallon Tank=28,000 Lbs Septic Tank H-20 4"0 Sch. 40 PVC 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable Estimated High Groundwater Elevation=2.94' EL. 6.45 ( ) From Septic Tank Board of Health Regulations. Bottom of TankElevation=0.35' EL. 0.35 -2500 Gallon H-20 Comportment Goly. Choi Drill 1 8'0 Hole For Drain 8.A11 Piping to be Sch.40 PVC. Area of Septic lank=ll Z6'=66 ftz 2 Comportment � 4"0 Sch. 40 PVC 24"0 Opening Above 9.D-Box ShallHaveaMinimumLysideDimensionofl2",andaMinimum Volume of Di acement= 2.94-0.35x66=170.94ft' t Task & Pump Chamber Remove Bc Replace �. Sri ( ) EL. 05 u; P To D-Box From Septic Tank £ 1,R.,,, 2 ; �: ..,'x - Waterproofed Emergency Storage P For Manhole Sumpof6". BuoyancyForoe=170.94x62.4=1Q666.616s All Unsuitable Soils Within 5 of Min. 2' Cover Comportment L. 2.94 Volume 880 Gal. P Frame & Cover 10.The Existing ZOOOGallonSepticTanktoRemain. Net Forces 10' The Outer Perimeter of T Bedding,"T"s, & Baffels �r r,; orrected Groundwater The First Compartment ofthe 2 Compartment 2500 Gallon tank Shall Have Tank Sinks Min. as Per Title 5 tee Test Hole 2 Alarm On El. 2.42 r, 10' Min. - Slab _. cn aVolumeofNotLessThan880Gallons. cv Frimpter Method U) c The Second Compartment of the 2-Compartment tank shall have a Weight of Existing H-20 2000 Gallon Tank--25,080 Lbs 20' Min. - Foundation Pump On El. 2.30 I ` Volume ofno less than 1600 Gallons and be used as a pump chamber. Estimated High Groundwater Elevation=2.94' - p .Z7 Pump 11,The Separation Distance Between the Septic Tank Inlets and Bottom of Tank Elevation=2.05' 81 Cn Observed Groundwater 220 Gallon Dose DEVELOPED PROFILE OF SYSTEM c ( ) „ .48168 ° PUMP COMPARTMENT PLAN VIEW DETAIL Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend Area of Septic lank=l 1 k6'=66 ft� See T H 4 _o� 2"0 Sch. 40 PVC a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" Volume of Displacement=(2.94-2.05)x66=59.4 ft' Pumps Off El. 1.35 Q Threaded Pipe Below the Flow Line,and Shall be Equipped With a Gas Baffle. Buoyancy Force=59.4 x 62.4=3 706.5 lbs t' Check Valve 12.Thrust Blocks Required at All Angles and Bends. Net Forces=25080lbs-3,706.5 lbs=21,373.5 lbs NOT TO SCALE s/DNAL NOT TO SCALE Tank Sinks Bottom of Chamber El. 0,85 Bottom of Tank El. 0.35 NOTES:� J � ., ' PREPARED FOR: PREPARED BY.- TITLE: Site Plan Secure Pipe at Top &` Bottom of Chamber CapeaSury stable Com acted 1. The structures shown were located on the ground Sullivan En ineerin Inc.4/10 H.P. Myers PumpBase ) Proposed Improvementsor Approved Equal* by conventional survey methods on 091SEP113 and *Prior to Ordering Pumps the Contractor Thomas J Swan 111 PO Box 659 23 West Bay Road Must Confirm the Compatibility of the I710CT/13. Osterville, MA 02655 Osterville MA 02655 O Existing Electrical Service 300 Sea View Ave 2.) The property line information shown hereon WOS (508)428-3344 (508)428-9617 fax (508) 420-3994 (508) 420-3995 fox copesurv@copecod.net compiled from available record information. Barnstable (0sterville) ass. w PUMP COMPARTMENT SECTION DETAIL 3.) The datum used is NAVD 1988, a fixed mean sea 20 0 10 20 40 80 Draft: CTR Field: WHK = level datum. Review: JOD Comp.: WHK/CTR DATE: SCALE: NOT TO SCALE Project: SWAN Project # 340027 October 14, 2014 1 ��=2�� L:\3400027-Swan Thomas\dwg\Proposed Improvements.dwg, 10/20/201412:59:24 PM, Oce TDS320