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HomeMy WebLinkAbout0096 WATERS EDGE - Health 96 Waters Edge Marstons Mills A=062-046 / i I I (� TOWN OF BARNSTABLE t LOCATION /(c SEWAGE# VILLAGE s ASSESSOR'S MAP&PARCEL , INSTALLER'S NAME&PHONE NO.CnY �UzPC�'�G ►2''S�i.��r-�.. SEPTIC TANK CAPACITY SAC C, l�Z� LEACHING FACILITY:(type) 3 `, Zo-5bo e,cQ (size) NO.OF BEDROOMS OWNER PERMIT DATE: ` �,12. F ` ?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 - + { ,z r n o- a • A No. 2o1q- �5� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftPfitation for 3Disposai,6pstem Construttion Permit Application for a Permit to Construct) Repair( ) Upgrade( ) Abandon( ) f Complete System ❑Individual Components Location Address or Lot No. 9 (A/4+e I`�S S Q Owner's Name,Address, d Tel.No. Assessor's Map/Parcel 0 9 2 D�� ✓�a rs-f S�(S ���"" t G e f.�e(ve K r Installer's Name,Address,and Tel.No. ✓`0 g Designer's Na�}}e,Address,and Tel.No. OAY whim h y y� �-���V2,6- 3 v Type of'Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building R i�S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re itir ) gpd Design flow provided d1gr-2, gpd Plan Date � � 24!�' Number of sheets I Revision Date Title ,S J-1— P14n Pe geoSed _r,�j O Foy-r_m-eo4 S Size of Septic Tank SOD Cq ff Type of S.A.S. 3^ yo &ff C4^41-- r S 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 Environm an not to p ace the system in operation until a Certificate of Compliance has been issued by this Bo f th. Zed Date Application Approved by Date 9130%,►y Application Disapproved Date for the following reasons Permit No. 7 9— 7 Date Issued .Ia Fee 4w THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION = TOWN OF BARNSTABLE, MASSACHUSETTS 2poYication for disposal 1 pstetn Construction Permit Application for a Permit to Constructer Repair( ) Upgrade( ) AJf don( ) 'Complete System ❑Individual Components Location Address or Lot No. `1 C Wq+-e P'S j 5 e"` Own`er's Name,Address,and Tel.No. ' Assessor'sMap/Parcel GC? Gy6 Aar5 61 M S�(S Y�j'q.ya L U` Q r TUC x Installer's Name,Address,and Tel.No. n _t_I1 k' Designer's Name,Address,and Tel.No. / Type Hoi uilding: Dwelling No.of Bedrooms Lot Size 6 ]LTG sq.ft. Garbage Grinder(� ) Other Type of Building Q e S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ��0 gpd Design flow provided 3r 2- gpd Plan Date _?L//�Z 0/9' Number of sheets I Revision Date Title Size of Septic Tank (S()G Type of S.A.S. , �'Or) a C4Q,,,r�•�ol^ f Description of Soil Nature of Repairs or Alterations(Answer when applicable) }} 4 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 Environmen de-anchvt-to place the system in operation until a Certificate of Compliance has been issued by this Board of 1fli. Si ed�{' ''� Date '1 Application Approved by Date Application Disapproved h Date j for the following reasons/ Permit No. . �/q- 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 l Ed at 7 ( ��o, P r 'S Erb r e has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.7011- 77- dated n/Zoi Installer Designer „ll�,fi� t F�r��tP�� C #bedrooms 4f yyG Approved design_flow j'� gpd The issuance of this pe it shall not be construed as a guarantee that the system ill function a es•gne Date z77 Inspector -- - -- 2-7--------- ------------------------- ------------------------------------------------------------------ ----- ------------------- No. Zoo — �7 - _. . - Fee /`_�O THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS is pozal 6pstem Construction Permit Permission is hereby granted to Construct( -I— Repair( ) Upgrade( ) Abandon( ) System located at Q C V,2 ref`s &I Q P: JI''14 C C 4o n C A,111 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 permit. Date 34) -7-01 9 Approved by Town of Barnstable Regulatory Services Richard V. Scali,Interim Director tMAM Public Health Division �i639 �� p ad Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 1/22/2020 Sewage Permit# — 2019-277 Assessor's Map\Parcel 062/046 Designer: Sullivan Engineering&Consulting,Inc. Installer:._ --4r-t- Address: 711 Main Street I PO Box 659 Address: Osterville,MA 02655 7/30/2019 On A-�z C 'i•io c-q-, e- (,L was issued a permit to install a (date) (installer) septic system at 96 waters Edge based on a design drawn by (address) Sullivan Engineering&Consulting, Inc. dated 7/11/2019 (designer) X 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. 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 ' e with the terms of the IAA approval letters (if applicable) a��P�t Ssgcy c CHARLES T. G ROWtAND ... CIVIL ( nst er's Signature) No. 52699 /ST ERA�4`Q /ONAL esigner'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.doc I own of Ba I ntieablc I nhic Fitful Division 1110, U) I t I'i\__..: 1.::c._Jt)[j-M 1 I I ,_.J._{,{��..pJ �4 Surf 5nknluldv,��ss+slnurt/aI Sefn c J)Ispmsul LOGA710A&6:7T5VI T2 U IAI�"UI2�1 ii9U� - �:x�i�n�mi�- �e JJkI"rlZy r;W }'� �26WEli. (n,;.,:-•,s,s,F::�-s; 6Z�'fC� ws.kr�r.-.j>dPJN tfti'e":E1JCtitJEZftit(. 1h.ltl GEta U._... ,30,.-.„a:�.c.^.a:r:.,;:m:a:n:ur:�-_vt..!r.,c:;.r:aao,rc:,:c"y.�•a,c��a4a�rm;v:n:x:;,: 4 l.'LNi N.Qr.nril5,4i4%J t�l��l� �iJn(� . I M DEI EALPCNATION FOR-S ASON:1'f,.Till 11%VATERTAHI:2 • t: y- c S 1 i TlJ tM.tlhC 1} „y.,�.p r tom. "101.fneb E - s.i. ...s.., a:.:ara..-._...✓ ..- - ._..____ n., �:�r.o a ...iv�.:_._._ <13..-.........._..._ !"If l�;:reo laiinn In4 is in I�u cnu+lucl.-il„ilhii:Iliil'nl'.�Ilutid,.���u n uxl lirxt�i.�ilti�ihv. G:irnnfol�Ic Co��sarv:ainn I'1 i.'i.i��ii:�t Ir:i��i�i�r 0),.�•el;I�ri err irz lip.iii i�in,�. S 18 Dtt:[�orssx,[zvra:0,��[ot:ii�or:•� ' rrol�:-�_ _ qo- Lg-yG� � L 5 IGYk 5r`% DEEP 0BSJI-LVV[[ONT[OILLOS Tim, i �rI .s 9 5Yi- DE ! OBSLRv 11I0YII011 i OC Mo 'flnnd Lesurnu:c itai::.D•Tati Ilr,it ♦: IL'b_{�n,:n•tn�1 to ♦t t I I1 c l":ro.r <of -x m y� :.i.. m g f e S•:s. :'.aziy:n ail x..r:, Town of Barnstable P# q4405 � Department of Health,Safety,and Environmental Services Im Public Health Division Date Q, 367 Main Street,Hyannis MA 02601 BARNSTABM Arf1 tr9. Date Scheduled Time Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: 'DAPJ I EL A aP1 LA L.S,. Witnessed By: C-:D t3/41truy . LOCATION & rENT+RAL;I.N +ORMA,TION Location Address Owner's Name q'-1 wR-�rl-S C—aGE "Dr>�V� ?R)`.�? + ve(I•o N)cA Co7E MA-4%- AJS NMLLC , MA Address ]bWN tq 6►JG�n ri1M'. Assessor's Map/Parcel: G Z /L 6 Engineer's Name CON "\N 51- YAYtMD VT'1A Pay%-7- /v^ NEW CONSTRUCTION REPAIR Telephone# 1- 5og -362—�1541 Land Use V^-CAN"- Slopes(%) (��w Surface Stones r �O Distances from: Open Water Body n Possible Wet Area R Drinking Water Well '— n Drainage Way R Property Line *KVr�-H R Other R SKETCH: Street name dimensions of lot exact locations of test holes& erc tests locate wetland in proximity ( , p s p oximrty to holes) s � �38 �o I 1161�� -rim byo %- Parent material(geologic) �Tl-/�C14►O V 1W/r51°) Depth to Bedrock G V Depth to Groundwater: Standing Water in Hole: N A f Weeping from Pit Face Estimated Seasonal High Groundwater N/ bT1J121VtI1A"I'tC�lt�ttESUNA . 'wA`1'E TAKE .....:. . 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 PER+COL ATxCIV:TEST: Observation I I } t✓ ��`Z Hole# ,1- Time at 9" Depth of Perc 3��►�'^� �,� ,r Time at 6" Start Pre-soak Time @ 0,00 p 0'-00 Time(9"-6")End Pre-soak 0 •0 4 411,60 Rate Min./inch 4<14 /47 Site Suitability Assessment: Site Passed V Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant DEEP OB1� AT10N HOLE LO „Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency. Gravel) 0 -7— C- Ll 1— 2. t; 6/6 ►a� I M/e-SAWb Z 5 Y7/b 1o°0 d 36 =-n it 1�EEP OBS.ER�?ATXON HOLE LOG Dole# "T'}3'�- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel O -2 O Dr w1�L "74 10 70 "-12'r N o w ►z r� DEEP OBSERVATION IOrE LOG Hoe# _ . Depth from Soil Horizon Soil Texture Soil Color Soil Other Moulin Structure Stones Boulderes. Surface(in.) (USDA) (Munsell) g (Structure, on istenc %Gravel i r p. AEEP OBSE>I2VATI011 MOLE LOG Hole# De. th.from Soil llor6ri Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Bouldcres. Consistency.%Gravel Flood Insurance Rate Map: \ Above 500 year flood boundary No_ Yes Vol, 'ZONC^ B NE/t�l. LAt1L� 1 Within 500 year boundary No— Yes Within 100 year flood boundary No--V—/ 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? V G5 - If not,what'is the depth of naturally occurring pervious material? Certification / I certify that on /VOV h (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature �� (' Date y-22-�1`� cLOCATION VILLAGE � Lo4 56 DATE Y APPLICANT A (Non-refundable ) il ADDRESS Q ELEPHONE NO . t •ENGINEER `� - TELEPHONE N0 . -r DATE SCHEDULED t (Applicant ' s signature SOIL -LOG SU B-DIVISION NAME . .Vv LEA 65Y2 DATE - 30'8� TIME 111/'00 L XP A N S I O N AREA: YES N 0 ( � l uP3 qENGINEER TnwN WATER ✓PRIVATE WELL ©l�l.l `1 /a �0►'31 BOARD OF HEALT1. v EXCAVATOR , SKETCH; ( Street name , etc . , dimensions of to , exact location of test holes and percolation tests , locate we'tlands in proximity to test holes ) , - NOTES : J VT' S��..1�- � Cor 4' C� 0 -41 +I N o Snc. 3 I< v �S �N rN\ A6 e SCo i � j PERCOLATION RATE; Las' 5 , ELEVATION : TEST HOLE NO : ELEVATION : TEST HOLE NO'. 1 2 L+S 2 3 3 s 4 L 5 6 CF, 6 9 Sp��y 9 10 10 ����, 1 11 1 wa1- 12 12 13 13 14 14 1s 15 I 16 16 SUITABLE FOR SUB-SURFACE SEWAGE : LEACHING FIELD ENCHESLEA HING PITS SI�A�-LOB LEACHING UNSUITABLE FOR SUBSURFACE SEWAGE , REASONS :- E ; ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION NOT _ _ , ,.,, ,,..m,in�i�n mn Rf1AR� OF HEALTH O CATION LET Gy �L7 C; NO OA LC> 3 c I+ VILLAGE �ff� � S DATE Z T l �1-�� hJ �i �¢- C-�] FEE `7 APPLICAN gL Non-refundable ADDRESS /j ti/ff//O 5% G�s� i'✓��-�'�- TELEPHONE NO. JENGINEER �. GUiL�'�10, TELEPHONE NO. `DATE SCHEDULED If,¢ 2e,(. N .421 S S (Applicant' s signature) • • • • e e e e • e • o e e o e • e e • • • o • e • e •• • • • • • • • • • • • • • • • • • • • • e•'• • • • • • • • • • e • • • • • • • • • • • • •.. . AS• SESSOR'S N P 6 LOT NO: SOIL LOG Z16 SUP-DIVISION NAME DATE TIME /0 ' d 0 EXPANSION A7PRIVATE : YES NO _�T�� � rt'' S ENGINEER ?� �O N WATER WELL BOARD OF HEALTH fw e_ - EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes ) • NOTES: /�L� ��� � t�•3 �� �� �s 3 T RCOLATION RATE: L Z tT�ST HOLE NO: 2- ELEVATION: TEST HOLE NO: ELEVATION. � 22 2 3 - 3 - &gL'- 4 5 tA- L S Mah 5 C b-Av . 6 7 8 8 9 g 10 10 11 11 12 12 13 13 14 14 15 15 16 16 S41TABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD , LEAC ING PITS ` LEACHING TRENCHES* IUIJSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED .ON PERC TEST APPLICATION 04IGINAL: COMPLETED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTFI COPY: RETAINED, BY APPLICANT DIRECTIONS: ZONE: SEPTIC NOTES From Hyannis - Follow' Route 28 West; RF (RPOD) 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours DESIGN DATA Finish Grade Take a Right onto Phirnney's Lane; Take a Area (min.) 87,120 SF Prior to Any Excavation For Thus Project the Contractor Shall Make Single Family Left onto Old Stage Road, and continue Frontage (min) 150' the Required Notification to Dig Safe(1-888-344-7233)and contact -4 Bedroom @ 110 GPD 3' Max_ straight onto Race Larne; Take a Left onto Width (min) SullivanEngineering&ConsultingIna-888-428-7233). No Garbage Grinder s" Min Compacted Fill Filter Old Mill Road, and there a Left onto Setbacks: Total Daily Flow=440 GPD Fabric �2 2.The Contractor is Required to Secure Appropriate Permits From Town And/or Wh is tl eb erry Drive, and a Left onto Waters Front 30 gw ,` Agencies For Construction Defined by This Plan. Use a 1500 Gal Septic Tank Edge; Site is a t the end on the left, 96. Side 15 's 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall 2 �/$ -Stone 9 # Pea Stone Rear 15 Be Constructed of Class 150 Pressure Pipe an RE d Shall be Water Tested to LEACHING AA 3' H-20 p 3/4.. _ 1 1/2" Assure Watertightness. In General,Water Lines Shall be Constructed in 440 GPD/0.74(LTAR)=595 SF Required LEACHING Double washed Coordination With COMM Water,and Shall be in Accordance Sidewall=2(12.83'+33.5')2'=185 85 SF CHAMBER Stone e; ra � x With 248 CMR 1.00-7.00&310 CMR 15.00. Bottom Area=(12.83 x 33.3) 429SF OVERLAY DISTRICT 4.A nimum of 9"of Cover is Required for All Components. Total Provided=614 SF(454 GPD) �- 4' - 10' Mi RPOD - Resource Protection District �� � „�� 5.All Structures Buried Three Feet or More or Subject 12 - 1° GP - Groundwater Protection District � _ v ' :.. iA to Vehicular Traffic to be H-20 Loading.It is the Engineer's LEACHING CHAMBER DESIGN Recommendation that H-20 Always be Used. State Zone 11 �` ' •° CROSS SECTION OF CHAMBEROverlayk '+All Pipes to be Schedule 40. Use 6.Install Watertight Risers and Covers to Within 6"of Finished Grade 3-500 Gal.Leaching Chambers in a Estuarine Over Septic Tank Inlet and Outlet,D-Box,and One Leaching Chamber. 12.83'x 33.5'Double Washed NOT TO SCALE All covers are to be maximum 18"for concrete or 24"Cast Iron. Stone Field as Shown. FLOOD ZONE. , f• r•:< 7.Septic System to be Installed in Accordance With 310 CMR 15.00& 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable Charcoal Filtered vent- � Zones X (0.2% Annual Chance) Board of Health Regulations. PP \ & X (Min Flood Hazard) Location Map Field located vent pipe in 8.All Piping to be Sch.40 PVC. consultation with landscape 8.AlBoxShallHavch.40 mum Inside Dimension ofl2",andaMinimum F.F. El. 60.00 designer or owner to be as Community Panel No. Scale 1"=2,000' See Note 6 (typ.) hidden as possible. #25001 C 0541 J Sump of 6". F.G. EL. 58.00* - *Final Foundation Grading To Be F.G. EL. 58.00 Jul 16, 2014 ASSESSORS REF 10.The Separation Distance Between the Septic Tank Inlets and Coordinated With Landscape Plan y REF.: Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend a nimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" Flow Equilizers Map 062, Parcel 046 \ Edge Of Pond Mi Below the Flow Line,and Shall be Equipped With a Gas Baffle. EL. 55.50 As Required Installer To Confirm Prior EL. 55.00 1500 Gallon To Any Work Septic Tank EL 54.75 Top EL. 55.00 II!�• H-20 Required 4. H-20 \ (See Note 5) D-Box EL. 54.37 d H-20 0� \ Leaching To Be Installed On Chamber �0 \ Stable Compacted Bose :t Bot. EL. 52.00 ....... c Dk r Bedding,"T"s N \ e 0 Inspection O ns echo Port •: EL 50.50E P ........... ....... & Baffels ::•: :t•:;�i:•:;•:;:�t;;•::;;�: ;�:;•:;�:;�:;•:::•:::• •::•: :::�:� �•::•::•::•: \ VWF of as Per Title 5 If Encountered Remove & Replace -�1 1 \ \ ; #5 \ OJ All Unsuitable Soils Within 5' of The Outer Perimeter of The System \ O - EL. 46.0 No Groundwater Per Test Hole 1 & 2 (2019) DEVELOPED PROFILE OF SYSTEM / Adjusted High Grounwater Per Test Hole 1 (1984) •'� f L \ \ Shed r f NOT TO SCALE Opo � � (' � iI ' EX STING\ RAIL \\ \ \ \ TO BE, l \ \ VWF Gj1 1 I �.' . �. ; \ MAINTAINLrD i !4 \ \ d �� r "'' 1 / ___ _--' - ENGINEER TO VERIFY SOILS % /..` f / 4':\ WIDTH\ 1 ' Edge Of BVW ore�e \\ / r -' f r ' -_ P & Veronica Cote UNSUITABLE MATERIALS NVIF RIOR TO INSTALLATION. ! J r Phil! B. by Hall S Q ] i t r f 513/230 WITHIN 5 TO BE REMOVED. 1 f 0 FILL TO MEET -- T - -- I SPECIFICATIONS OF l / \ I I , PROPOSED! �_----/-------�____ - - _ _ �OCMR 15.255( 1 i \ j � _ VISTA IIp} RUNI�IG 'Ofl'rE r OORIDORS TO BE - ` - J J E13TABLI$HED 7VRU' --_-- ---- _"' _` -- -- �_ r` / r 1 tiQ° :\ R ISED iPLAN UPON t \\ --- - I_,__� -�o ----�1- _ � � k; / / -1` c-------_ - - _ - - .- .- _ _ __ _ r ' 0 '(00) EO -( j F�.' �t ! y ca ESTRUI�URE ` 1 LOT46 5 r �- --- _s- _ -- -----�-- --/-----1---- f i -TP-3(19) - ----____- _ � Q� c , \ I 1 i j 1 I 51 520±SF Upland CB/DH b� yeti - l� __------------- - O ! 1 ! / ;'Fnd ` r _ - _ - - - Y -'`- -- :-Z:: �•--------- Tr __ - 5 _ N ( ± I i ,� 14,250E We tl an d avelle Way - ,- _ �� iv• 1 ! PROVIDE HArBALES a 'VWF p f' i` #3 5, Total r ._---- � '�. � W/ SILT FENCING r 'a: FOR LIMIT OF WORK � ` _ SF _ �: 1 ` �. � 6 770E �\ / I � ,-- � ..- .,,,.. J- •.- r., r,,. ,' , . (04 !� \ ___-- ••• ..•. G5E � ..59. . ,�: / •'j f � j I � \ l - COY 1 �\ r j / % j j / _ - _ - f ..r r r r -- -- - - - ..._ - ' �'• Q �� TP-1 19) 1 1 84 Pavement / r _ <• � `` - _ - i \'\. . 0 ti� i j % tk { a Edge / /�\ ' / / / ! / f ' f r / - - `� 5� 7 pO, �\ ' / OC A/ ,� 1`. ! 60 _M - .r- - " '' ..•-- ..•- __ _ ' -.. _ . .. '--- .---,_ / ._' _ -- '••.B f l / � / •' � l % } � VWF Q 4 CBIDH Fnd � .0 / / � _.-- .--- ,. • .. .•_--• � __ _- .- __._ -�. ` � � t 6 / i• - - � / � Yy � / 00 VWF #1 i \ � \ \ \ �•' \ PRO\IDE DRYWELLS j FOR ROOF & ST: 15 947 \ f PERC TE 1 S �` -.., D VEWAY RUNOFF PERFORMED BY:DANIEL GONSALVES,PE- DOWN CAPE ENGINEERING A.\ _-__ 50-" SOIL EVALUATOR NO.13,587 WITNESSED BY:DAVID W STANTON,R.S.-TOWN OF BARNSTABLE APRIL 12,2019 SITE PASSED - l -------�------ .i_ - '\ - -4 TEST HOLE- I EL.58.0 TEST HOLE-2 EL.58.0 TEST HOLE-3 EL.61.0 TEST HOLE-4 EL.60.0� ' �¢ \ \ �. ._- -- 4.; __ 0'00"E .. . - _ - - -` S37'0 . DARKGRAYISH ROWN DARKGRAYIS ROWN / \ \ \~ \ \ - .. .. ...... .. .. \ _ FILL .... .....: _I...;,.. . ..... _ . SAY LaAM 59.8 16 58.7 � \ -AND 53.0 60 .:..... /'• B �. .- `1 r - 60 53.0 14" \ 09 \~ F6 O� A:I AY$R:t:0YIt3/2 B LpyR 1UYR 5 AYER 1:bYI25 .:: // D. \ \ __ _� - 50 N/F f �L ALAYER.IOYR.3.r� _..... ....... . ..._.. .. . ch ( �\_ CB/D sidents .... ... .. GRAYISH:BROWN° YELLC)WISH BitOWN YEI LOWTST BROWN // berry R'e of YERY::DARK;GRAYISHBROWN ;; 'CRY i3AI2TC _. \ _-43 \__ NI s _. \ Fnd hi tie G ..................__. SANDY LOAM .::. SAND ;LOAM / / \ _-- Assoc- Inc �p 66r LOAMY SAND; 52.5 68° 52.3 42" 57.5 40 56.7 \ \` 1 / A s 8 p�� q�o B LAYER lOYR 5/4 B LAYER 1QYR 3/4 - C LAYER 2.5Y 7/4 C LAYER 2.5Y 7/4 / ��. �\�� ,, \ 45 �. e`er i 5 YELL QWISII BRAWN YELLOWISHBROWN: PALE YELLOW PALE YELLOW __- . ME COARSE SAND COARSE SAND MEDIUM/C \ r 4 3/1 84. ...: LOAMY SAND_ 51.0 90, . . . LOAMY SAND .. 50.5 MEDIUM/ _ PALE YELLOW PALE YELLOW _.44 MEDIUM/COARSE SAND MEDIUM COARSE SAND PERC RATE<2 MINAN(LTAR=0.74) \ \ _ TBM D=45.1' 144 46.0 144" 46.0 126 50.5 126' 49.5 P / / __ __ __ \ R Y3 A NOUROUNDWATERENCOUNTERED NO GROUNDWATERENCOUNTERID NO R NO GROUNDWATER ENCOUNTERED TO Of CB DH \ :\:� �.'� . _� 0 d'p o , PERC TEST: 6,379 / �r AYE/s � ,y PERFORMED BY:D.THULIN / °or SOIL EVALUATOR NO.2,441 �:•" WITNESSED BY:J.JACOBI APRIL 30,1984 SITE PASSED NOTES: PREPARED FOR: PREPARED BY. TITLE: Site Plan TEST HOLE I EL.55.0 TEST HOLE 2 EL.59.0 1.) The property line information shown was CapeSury Proposed Improvements otA.LAYER.l0YI......R3i2 o/A.LAYER1oYR32 compiled from available record information. Dl ail a & David Gerbereux En nee140 r` VERY DiWX GRAYISH BROWN VERY DARK GR AYiSH BROWN .... Suffiva n }i t il C�n8u1Wn Inc. 23 West Bay Rd, Sue G SANDY LOAM g" SANDY LOAM 24.2 A t C) 2.) The topographic information was obtained II 02668 ( sss / a2o t Bw.LAYER:LOYR 6/6 ..Bw.LAYER.IOYR 6/6 .. sos�uwasa•P.O.sox eas•711 Main S6�at OsbrvNNbi�ua - - Osterville MA 0?655 BROWi�II$HYELLOW BROWiILSITYBLLOW from an on the round survey performed on socWuwvananpincom•wwwsulYvanany(neom °X ^ Water's g y 508 420 4 3�95 v Edge36" I GAMY SAND ' 23.9 28" LOAMY SAND .... 23.9 or between 041JUN119 and 121JUN119 C LAYER 10YR 7/2 PERC TEST LIGHT GRAY 25 GALLONS GONE INIOMIN. 3.) The datum used is approximate mean Bamstable, ' �Marstons MillsMass W 132" M-FINE SAND 22.8 PERC RATE<2MIN/1N(LTAR=0.74) sea level datum (from Barnstable GIS 20 0 10 20 40 80 Draft: JOD Field: RRL 2 NO GROUNDWATER ENCOUNTERED 26 C LAYER TGRAY/2 21.5 pp g) is 114 Review: CTR Comp/Draft/Review:RRL/ASK/RRL DATE: SCALE: rr r cn LIGHT GRAY Mapping) NAVD'88. July 11, 2019 1 =20 132" M-FINE SAND 22.8 J g #' C504_2G1 NO GROUNDWATER ENCOUNTERED Project: 98101 Drawing I, Revi,ions - a - � �•b• � �! DATE DESCRIPTION G _ 09 f: ._ ._ __-. w ._...- •tom ...a £', 70 !X� �•,� /CCt' lvrr �✓� GG(t.4TlflA/ Pend References 1 Locus �qa Plop Book 349 Page 59 Deed Book 4109 Page 89 I I Act S��'t:• A c is<<a % :2-,sw s of 2� %Gra r' �"�iry 7o Ate- ,.r,q. �-r N �t� � iv c•�.�'� �� \ � ••. �-�•Q„ � �,r' 0 � \ � -� ;a'�� .�� o e c t Title: \1� QF 4� /kj* ck 7eP<).C•4Ak�jr ,A( ..►rN /3 4Jee 'C� `°� \•�` \ O \ \ �' .,, y` l 3� Se.r rx RC4'r-'IoT� iti' C7�:fleriir` i+J� �G,tc`llt,ss-rle Sir._ 1 �► \ 1 ,tAu A: Tc. �:`�er�,.s„ .eowac�: Gta<�r+s E? �r�e-) 7a p;~c?sr r t Water ( \,Oe u r L F q! ', to lup Q� f�ti toy /� 0 \ 8A 10 1 IV E ! L .tom / �'' � "' f� �l'✓ _ 1'- `• ---- �',� \ f � ° PREPARED FOR I -�,�, J MES CROWELL. JR. f � A , /"t + ' _- .- --r^ . sue• j / �� it�� �i� -r— f / r ,gyp_ c a� '' _w,. ,, ,_.• _ . . ___ �r_......... ✓-,_,.....,......-- ""` ,/ V t' �j � 3261 Ma i a St r••t CP ZIA / -� �.-t y" -,fi:;'. t r .. r , >/ �� _""r I f'T• • " ... �r II �, s— _",,.. _ ti, : --•• A N. Wilton A s s oc i c t e t �c � ` 1•i,(508i{75-0327 AX(�v'E;3 • / .O 3A _ -- Drawing Title j7 ;1,,: � .,./ f J ', �t :• �- ,��\ �...iw�"'y.J F � ( ,� i � �__---""'.- -----'." ---- y+ �(� s„-,...e,r.'•'-'"+ Jr/'� `y.y !s t s� / /�, �,/ r' -- ✓'� ; _ ! �- / �\\ -`'T-�- '"' 4 YkJ �w �Jtiw t✓�^ ...... �'' °gyp, �1L - 14 , S V- i �, � / / r.• .. --__—-~ • �! ---�--'"_"r1T .,--'^' � ��,•. „ ",... f 4�r ,er�aC�+1 E 't 3""'" �►* ,� — -� - .-� �- -- _ , �� �. `''' � -- ,�, �V� �A � � = Wetlands Ld PermI 4 l P l a n cy v � • � � lob � � + � / ,� `�� 1 w � t 1 \ NOTES: is 1 - PROPERTY LINE COMPILED FROM A PLAN RECORDED AT THE BARNSTABLE REGISTRY OF DEEDS. PLAN BOOK 349 PAGE 59 AND DO NOT REPRESENT AN ACTUAL SURVEY ON THE GROUND. 2. TOPOGRAPHIC INFORMATION FROM A PLAN BY EDWARD h�1�Jbk FG;�t;\� M�G�1 Cyr , T ��r E. KEt.LEY.PLS DATED 3/3/86. �P�tNCFss9 , -' — ` — 3. WETLAND DELINEATION BY A.M. WILSON 1/16/99. Scale: - 20' ___ LOCATED BY PAUL E. SWEETSER.PLS. BERNARD `s p ��r Tr J"`- ' -- �- 4. PROJECT LOCATED WITHIN A FEMA ZONE C -- - ,+?� Vt� JOHN YOUNG m F�� S. ALL ROOF DRAINAGE TO BE DIRECTED TO DRY WELLS %"d'`Q t s?� a OR FRENCH DRAINS. 20 40 50 PAIL (,�` 9ARCH-tdAR -' E.21it {� FC , r- 'IU g�t�D�CtiC. F - - - H - -- ►- -- .� - � 6. NO STRUCTURES CLOSER THAN 70• TO ANY BVW. *fc' ` 7. NO GRADING CLOSER THAN 50' TO ANY BVW, _ t s A Dig No. Des tea - AMv�t .7,tC4T,C►` 6��f�� ��t-ti � rc-�Cc Js.�i t o v n AM V.S� b yt _ -' '.�'= Sheet I of -I Revisions: DAIS DESCRIPTION 1 1 -- 1 /2" CHAMFER i EL- 58. 00 I �, i GENERAL NOTES CLEAR 3 CLEAR Z References: 1) REFER TO SITE PLAN OF PROPOSED CONSTRUCTION 2) CONTRACTOR TO ARRANGE FOR HORIZONTAL AND VERTICAL CONTROL. 3) IF ANY DETAIL OR INFORMATION ON THIS PLAN IS NOT FULLY UNDERSTOOD, CONTACT DESIGN ENGINEER AT 394-1960 10 FEET T�) ADJACENT WALL �— 3000 PSI CONCRETE 4) CONCRETE TO BE fc=3000 PSI ©28 DAYS WITH 6% . 67 AIR AIR ENTRAINMENT IN WALL POURING 5) REINFORCING STEEL TO BE GRADE 60 I ( E N TR A I N M E N T 6) HORIZONTAL REINFORCEMENT LAPPED SPLICE TO E BE 18" LONG AND STAGGERED I ALL REINFORCEMENT (_TRADE 60 7) SEAL ANY SHRI* AGE CRACKS FROM INSIDE WITH ACRI'LIC LATEX ASPHALT SEALER BEFORE BACKFILLING f 8) FORM TIES TO BE PLUGGED WITH SAND MIX MORTAR _ _ 9) EARTH SIDE SURFACE OF WALL TO BE COATED `--# (-) RED ��) WITH ASPHALTIC SEALER .AND 4 MIL POLY LINER. ON Project Title: ; WALL NEAR LEACHING FACILITY. I 10) ALLOW 21 DAMS FOR CON!=BETE TO CURE BEFC')RE 4' BACKFILLiNk BA _kFILL OUTSIDE TO FINAL (.TRADE BEFORE FILLINi fNSIDE WITH CLEAN SAND. 1 t ) PEM _)VE ALL SUBSOIL, DEBRIS, AND C!RGAN!C `- MATERIAL FP(--;M UNDER FOOTING AND INSIDE WALL _ 12) MECHANICALL'> COMPACT SOIL BELOW FOOTING C BEFORE FcaPMIN(; L l - ~ � y 1��1 � Ih�' 13) DESIGN ENGINEER TO INSPECT FORMING AND �. �- -- _ #4, 5 RE�...)C) �7 Y _ Lo t �� REINFORCEMENT PRIOR, TO POURING FOOTING: ANE, i . ��X, L. �� K.,, - .� BEFORE FORMING WALL \ -LEAK L I! 14) SEPTIC SYSTEM DESIGNER TO VERIF , ELEVA TIC-)N':• -s e tei _ - OF WALL aN-, 'OIL ABSORPTION S r STEM E -- -' L I I - - ----- - �- 15) 48 HC`�_,R C>R 2 WORKING DA f NOTICE RE!DUIP�EE� -� FOR INSPECTION AND,!OR vERIFICATICiN SERVICES D1­4i Ve toils E L,= '_5 I 1-)0 Ala I r_ R F T L E All I Is ENE f_ LI_ � c1I-11A�' ct ble , 4 .. ATA R E � /1E Nc) =� N � N IN -, � iL ' PREPARED FOR: I 7w'- U�r � RE01U RED . EA �� H FEET L C) 1,- i 1es Crowell Jr. PA. C; IN L 0 FEET BEN�:HMAF`r � _-� osterviue, tea Tr 1P .;F 4� - 102655 NAIL TJ. Fr)UNDA FE SET ;N ,rr` MAX SITE PLAN 1 nr A. M. Wil;c)n Assu,_i a t e s Inc i r,A TIIM - - ---- ---- - - --------— ------ -- --- -- - -- - -1 I a r�11 N, �r M ;x C CI,,Frl - _ 7 G G LEvEL 2 MIN 58.50 MIN I -- -'— _ Drawing Ttle F,0 50 MAX "..""'�.�•`�• Test Pit Do to Groundwater Addjust. I - Well: S,D W 2 c,_; J- ` 1.17 � ,I 1 ------ - , 77 Indicate V Indicates Zone: B �� —� ``- r ® ® C n p Per :roundwater I / 0. � ?.61 _,�.__. — — ' 1--- r — u I QC: -` 3/4' `� 1- ': '"WASHED - T,-,NF 4 °4 2' Adjustment 5F, F I _ Test = i n Q.63 4 00 5 L. 5 �• DISTRIBUTION BOX ; Ground El.= 55.0' DB-3 H-10 4.00 SIDES, 2.00 ENDS - ------ 5� : ' - -- �► �� �' To & WATER TEST � �'�' L� ,,.� p Subsoil Pit No 1 _ 1500 GALLON SEPTIC T.aNh: ' 52.5 ST-1500-H-10 ' GRAVEL ON NATIVE SOIL OR PROS. HIC•H GR,,_)UNDWATEP ELEV 46.00 Disposa 1 Test B}�' D. Thulin 6 .. Clean Test Date. 4/30/84 MECHANI(_ALL i C(_)MPACTED BA C.E Pla 1"1 Medium Witness: J. Jacobi B.O.H. _ - 36.00 ----- - Sandy Gravel PPrc .Rate: - ---- --1 NO tQS: Adj. 46.0' GW DESIGN`I�:N (-A !_'!_L I ATi�-iN'- 1. Unless otherwise noted, all Construction L methods and materials shall conform to 44 0' NUMBER OF BEDR!-TOMS 4 Title V of the state environmentvl cove GARBAGE DISPOSAL UNIT NOT ALP_4ED and an�, opplicoble loco! regulations. DESIGN FLOW 2. Precast concrete septic tonk, d-boy. 4 BEDROOMS x 110 6AL/(BR-DA)=440 GPD_ and leaching fociiity to withstand H- 10 Ground El.=61.0' REQUIRED SEPTIC' TANK CAPACITY (MIN)1500 GAL loading unless under pavement, drives, of Top & ACTUAL SEPTIC. TANS, CAPACITY 1500 GAL or travelled ways where H-?C loading aH Mgss�C P F'37g LEACHING AREA REQUIREMENT, Subsoil Pit No. _ �— Shall apply o=v SERNARD 58 `,' � JONNYUUND � Test By- --SIDE 0.74 GAL/(SF-DA.) 3. All pipes in the system shall be schedule Zi No.30078 y --SIDE 0.74 GAL/(SF--DA) 40 or equal. ! 9ARCH-MMI Test Date: field modifications to the sewage is _ Q Medium LEACHING CAPACIT', 4. No Coarse Witness: ((36'02') + 2x(36'+12')x2') disposal system shall be mode without s '✓ Sand Perc Rate: x0.74 GAL/(SF-DA r)= 461 GPD prior written approval of the engineer RESERVE 461 GPD and the local board of health. Gravel 5. This system is not designed for a ll ate: Dwg No: garbage disposal unit. Design: I BOARD OF HEALTH APPR'OVAL_______________________ Check: __ GA I E_ -__- Drawn: o�b No: Sheet of