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Home My WebLink About0040 BUNKER HILL ROAD - Health 40 Bunker Hill Road A= 095-018 Osterville 1 �O W M � A l col r�°�� fc4 um Brae rarinucrm m°n nE'�E'�tea. ___ ixS R.wbnE rq°ria�@�OL�acEvrg �\ pp. �nrE RAwiro nw rwT (V! 0 F u-e rore aa �s-0 nS en r� 's r-011EPED^ w .P TE G RAE m 4 Wo p Bn d "a BREAKFAST„ � p I I _ I'1 MAS.R a_ •N_ 5U 1 1 q � y i FAMILY ROOM £ 3 KITCHEN 0 dog GARAGE W.I.G. i ply — AA p I'P M1 N4IE ^ 11 1 I S II I O�EP D 6ATH a I° r DINING (� 1FIlLLiY 4 c �e n o C P �..- • Rl °ORTIGa o4 • 9 seen. L P A rs a a i p o a.�sr°re F. W - SQUARE FOOTAGE (FRAxE mar) FMiST LEVEL 301] SL1.IT. A PEV6pIG -EEC.OMO LEVEL ISTH 5e1.Ff. qL 1�glEp 3590 See.KT. IHISIED BnSEIEM= 301] �A.IT. 6AKAfiC 655 SLt.FT. (-YMTILO - 9 53.IT �1 Fxe.w IRST.�LoEVEL FLOOR PLAN PO1iG1 " m.FT. 3 sr A covEREo TERUGE ]Ta Sa.FT. � FT 3 rr`y xp,5e RS cOUNlEO ALL FLOORS A r ------ ------- ---- -- -------------------- I I I I I I 1 yy I I I 1 I 1 I - ` I 5 I f I S htb I o ir SUITE tt4 SUITE_ _____________ ursEo reLLws �BONUS ROOM BATH.,..- p2 i T SUITE a2 ~ I p b I I 9 ___ri r�o � �� I • n.0�rMr (D h •+ ^ W . yy 1L__3 4 4W d Iry— ------ --I — — �f, 4 4 e DD EGOND I n LEVEL FLOOR PLAN u. 5 F= w o Aj '•owe, xs�orm DATE ' ,wv xan� SHEET N6 No. �^ �� G Fee BOARD OF HEALTH TOWN OF BARNSTABLE ZIppricatiou jFor Yell Cougtructiou Permit Application is hereby made for a permit to Construct(�, Alter( ), or Repair( ) an individual well at: Ho 'bop v.c-"A\ A�,C�s�v�1i� o�51oi8 Location-Address Assessors Map and Parcel weU rM azo6t Owner Address C�U,rj" \4 vs MA0�53 Installer-Driller �— Address Type of Building Dwelling Other-Type of Building `( No. of Persons Type of Well LA" t " �yv y tl�. Capacity I U i q ►r^ Purpose of Well (f1%b m Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certi a e of Compliance has been issued by the Board of Health. Signed ' 1 Date " Application Approved By,:� j 0�� Date 30 Application Disapproved for the following reasons: Date Permit No. Issued IV l� o Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(w', Altered( ), or Repaired( ) by &;,t4 Installer at //p ,9414-er d 4e'- AL yiGCC— has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Wey Prot ction Regulation as described in the application for Well Construction Permit No�416 1 �— Dated & I/ 6 /to THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector .a No. " OC' `> �� Fee ' r BOARD OF HEALTH _ TOWN OF BARNSTABLE 2pplicatiou jfor lVell Cow5tructiou permit Application is hereby made for a permit to Construct Alter(. ), or Repair( ) an individual well at: 00151018 Location-Address Assessors Map and Parcel \)N,o"V.,� b,R��.Q.1�;11'LLL 2L �d�, �,o� R� 100(wfkk W ozo61 Owner Address ►-Y,a7,�. Q..1 s��li 1 �h� �-o �� 2.7s3 ,ores MA o�6s3 Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Ali Type of Well 1� .�`�yU 1�VG Capacity Purpose of Well v Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date I Application Approved By ! Date Application Disapproved for the following reasons: Date tt Permit No. Ito Issued — ! Date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(&.-), Altered( ), or Repaired( ) by .26Z M 0--rn A Gt/E c L �2 lGC 1' Installer at 4 S7 R ell L«— has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit Dated L 1 < <O/ 49 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH { TOWN OF BARNSTABLE Vern Cou5tructton Permit No.�Ol�p r O Fee Permission is hereby granted to C Installer to Construct Alter //( ), or Repair( an individual well at: No. 6�``9 �.,L /J61-s H1C l -6 Street as shown on the application for a Well Construction Permit No. r - Dated Date V � � `� [ Approved` y I ' Page: of 1 CERTIFICATE OF ANALYSIS u ;M Barnstable County Health Laboratory (M-MA009) Report Prepared For: Report Dated: 7/15/2016 Sally Desmond � Desmond Well Drilling Order No.: G1694784 P 0 Box 2783 tV Orleans, MA 02653 �-► — --.......--- - ..._....._...... —- --= .._..Ox.� Laboratory ID#: 1694784-01 Description: Water-Drinking Water Sample#: - Sample Location: r-40 Bunker Hill Rd. Osterville, MA Collected: 07/13/20- f Received: 07/13/2016 Collected by: Customer � � j Rou#ine_M ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE Nitrate as Nitrogen 1.4 mg/L 0.10 10 EPA 300.0 LAP 7/13/2016 Iron _- _ Y„ _ __ y ____ ND mg1L 0.10 0.3 SM 3111 B LAP 7/15/2016 l Manganese 0.065 mg1L 0.025 0.050 SM 3111 B LAP 7/1 512 0 1 6 i pH 5.9 PH AT 25C NA 6.5-8.5 SM 4500-H-B DCB 7/13/2016 Sodium 21 mg/L 2.5 20 SM 3111B LAP 7/15/2016 Total Coliform Absent P/A 0 0 SM 9223 RG 7/13/2016 Conductance 180 umohs/cm 2.0 SM 2510B DCB 7/13/2016 Sodium level is above the maxium contaminant level. Those on a low sodium diet may wish to consult a physician. Attached please find the laboratory certified parameter list. Approved By: (Lab Director) ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 I _ Massachusetts Department of Environmental Protection Bureau of Resource Protectionp Well Completion Reports llf ,- Well Driller Please specify work performed: Address at well location: INe w Well Street Number: Street Name: 40 BUNKER HILL ROAD Please specify well type: Building Lot#: Assessor's Map#: ... . Irrigation 095 Assessor's Lot#: ZIP Code: Number Of Wells: 018 02655 CitylTown: Well Location BARNSTABLE In public right-of-way: GPS Yes t No North: West: 41.63543 70.39642 Subdivision/Property/Description: Mailing Address: r click here if same as well location address' ................................ ..-^..... -............^...................................................... ..................... Property Owner: Street Number: Street Name: NORWELL BARRELL LLC 1266 FURNACE BROOK PKWY City/Town: State: Engineering Firm: QUINCY MASSACHUSETTS ZIP Code: 02169 Board of health permit obtained: Yes i:Not Required Permit Number: Date Issued: .W2016 12 06/16/2016 Massachusetts Department of Environmental Protection Li wBureau of Resource Protection—Well Driller Program Well Completion Reports(General) Well Driller - General Well Form DRILLING METHOD Overburden Bedrock uger Choose Bedrock-- __ WELL LOG OVERBURDEN LITHOLOGY [Frmift) To(ft) Code Color Comment Drop in drill Extra fast or slow Loss or addition stem drill rate of fluid __.._ __ 20Medium Sand + Brown; �'Fast f Slow - —-�•• [Y:ES__N�0j Loss Additon 2 W.7-1 25_ Meium Sand Bown �� YES NO I �'Fast Slow Lo s _ C. r"" r �25 30 Silty Sand Brown Tmm �4y Fast Slow YES NO Loss Addition (' f r ( _�� r 30 40 Fine To Coarse S 1 BBrown + F.......7 1 ( f Fast f Slow L_m� ................... I ----.._ ... ....................� YES NO (� Loss Addition ....................................... .............. ..................... ................- .. .................................. ............................................ ................................................................................................... ................ WELL LOG BEDROCK LITHOLOGY _...........__................................._......................_......................_..._..._...._........................_.......................................,................................................__...................................................,............................................ ....._......................._.._........................i...................................,..... Loss or Extra Drop in Extra fast or Visible Rust From(ft) To(ft) Code Comment j addition of ;Large E drill stem slow drill rate Staining fluid. !Chips ....._ .... t._ 1 Choose Code �k• ) Ye I.��Yes: =YESNO Fast Slow =Addition ADDITIONAL WELL INFORMATION Developed f:Yes r No Disinfected Yes r No Total Well Depth 40 Depth to Bedrock .................................. Surface Seal Type ne racture Enhancement Yes No C No CASING r'Is Casing above ground?! - - From To Type Thickness Diameter Driveshoe � mm 0 36 (Polyvinyl Chloride ► Schedule 40T (" r Yes SCREEN No Screen From To Type Slot Size Diameter 36.................... !40Stainless Steel Well Point 0:012 ......................_...................................................................._ ..__................................................. _...._.._......................................................................,...._......,.........................................................._............................._.................................................... WATER-BEARING ZONES r DRY1[12— PERMANENT ............................ ....................... ......................................................, From To (gpm) 21 40 �_.PUMP(IF AVAILABLE) 2 Wire Constant Speed Pump Description Horsepower ;Submersible 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program 't 2: Well Completion Reports(General) Pump Intake Depth(ft) 35 Nominal Pump Capacity(gpm) 20 ANNULAR SEAL/FILTER PACK __I.__......_...._...._.._..___...._.._..__......__......__................_..................-------------- TO Material 1 I Weight Material 2 Weight Water Batches Method Of -�I (gal) (count) Placement �— Choose Material m Choose Material ram, ;T -Choose One ? WELL TEST DATA Date Method ;Yield Time Pumped Pumping Level(ft Time To Recover Recovery(ft (gpm)i(HH:MM) BGS) (HH:MM) BGS) .__ 07/13/2016 Constant Rate Pum + !12 ��Y1:30 — 23 - ......... .... R....... �� :€ O:Q1 F21..................- ..< _ WATER LEVEL Date Static Depth BGS(ft) Flowing Rate(gpm) Measured F0_13/201fl 121 COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the.applicable-rules and regulations,-a.nd this report is complete and accurate to the best of my knowledge. WILLIAM Supervising Driller DESMOND, DriilerURQUHART Registration# 299 Monitoring[M] Signature THOMAS,E DESMOND WELL _ _ Firm DRILLING,INC. Rig Permit# 024 Date Job Complete o7/1s/2o1s 1 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. � t 1 TOWN OF BARNSTABLE LOCATION J�j0j,�-�,La�-- �\\— � SEWAGE# = _ VILLAGEI;— ASSESSOR'S MAP&PARCELS,'—o,,S INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type)ct Inc._M ) yC` (size)C., NO.OF BEDROOMS JA OWNER >�,• ,�sc �,r�c�'�\ aaa®��:.\\��C`— PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility ate`' ee 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 lea Sass: Feet FURNISHED B e, A%3 /A�: i li 0 � - 4 No. .`��/�1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 9ppficatiou for Bisposar *pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. Alp Owner's Name,Address,and Tel.No. Assessor's Map/Parcel O Installer's Name,Address,and Tel.No. 50 Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size �yk:!) sq.ft. Garbage Grinder( ) Other Type of Building��\ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided .AJL�;o gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank \5 Type of S.A.S.J�`�,n Description of Soil Nature of Repairs or Alterations(Answer when applicable) �,�, t 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 t nmental Code and not to place the system in operation until a Certificate of 's Compliance has been issued by t Board o:He lth. Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ne 13 Date Issued G --Am—.,., SNO. C �/ " __�" f- - .�, Fee� - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes 4' PUBLIC HEALTH DIVISION;oTOWN-OF BARNSTABLE, MASSACHUSETTS d s, ltlYlLatlDn.fori8t108Y �pteYn Constriction',permit Application for a Permit to Construct( '') Repair( ) Upgrade( ) Abndon( ) Complete System ❑Individual Components ^'f"Location Address or Lot No. :R�o�`�;��(rz�-�:�\ Owner's Name,Address,and Tel.No. ®�, Assessor's Map/Parcel Oct Installer's Name,Address,and Tel.No. 50 s S�3 55- Designer's Name,Address,and Tel.No. Type of Building: ' Dwelling No.of Bedrooms J-\ Lot Size " Vt�L'j sq.ft. Garbage Grinder( ) *w" Other Type of Building o _��\ No.of Persons Showers( ) Cafeteria Other Fixbares , f Design Flow(min.required) gpd Design flow provided gpd - Plan Date Number of sheets Revision Date Title Size of Septic Tank\, Type of S.A.S.("` Description of Soil In 0 Nature of Repairs or Alterations(Answer when applicable) Y Date last inspected: Agreement: The undersig7 d 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�tl e_EnAronmental Code and not to place the system in operation until a Certificate of Compliance has been issued by thi Bs oard of Health.,./ Sgr�ad � �' Date i Application Approved bye Date 1C' Application Disapproved by -'' Date for the following reasons 1 z a Permit No. �✓� �- # Date Issued (1 C T11L' COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS 3 Certificate of Compliance ' THIS IS TO CERTIF that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by /( U' S5'e-k at / as been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N,Ii3 T dated Installer cei t/6ysss Designer / #bedrooms L4 Approved design-flow 7 /_ gpd l The issuance of this permit shall not b cdnnstrued ha asgparantee that the system will *Ct�i( desig�ed. / Date � � � Inspector --------------------- -------------------- ------------------------------------------------ No. �)�3� Avg Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pMrm Construction" Permit Permission is hereby granted to Construct (� Repair( ) Up ad e ) Abandon( ) System located at : Os /-e-'Y i h ` and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with I Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this p rmif. Date 1 ( � Approved by i Town of Barnstable Regulatory Services Richard V. Scali,Interim Director anaxsrnaM MAS& Public Health Division 059 ,m 'OrEnnn�° Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form _ Date: � a Sewage Permit# 20f 3 - 24 r Assessor's Map\Parcel 09S o/8' Designer: 132A6,r 0 Installer: 62v05s2 _fxa9tv21i!n Address: ?Fs Uc,rl&: Ste, Address: ZIQ t�1L JiAzt% 'Gilts Heghkaa �td O^V s 0 26 01 1~v kt, . Mass ox sse. On_6/A 113 2 vast a :&CaYz was issued a permit to install a (d te) (installer) septic system at_41.13u.,A.e r !fi!/ eao. Dslz r u i He based on a design drawn by (address) dated 1- esigner) _Jo/ 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., j 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 constructe ce with.the terms of the IAA approval.letters(if applicable) _ o srEPHEN i ALLYN �O►�� WK.SON (Instal er ature). No.30216 y - ��o,�`pFG/STER�� 0 AL esigner's Signature) (Affix DesijMf#VVfip 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 Town of Barnstable P# 3 oFIHe r Z ,y` o Department of Regulatory Services Public Health Division Date MASS.. - �e;g. �ro 200 Main Street,Hyannis MA 02601 ArFD MA'1� Date Scheduled C9 �; Time Fee Pd. _ Soil Suitability Assessment for Sew` ge Disposal ' Performed By: Witnessed By: LOCATION& GENERAL INFORMATION " 5► rla9 Location Address_ �f0 .�unfrer yY//f2o�q/ Owner's Name . OS��i//c � C►e,v� �r� Address prsv e!/! /17etS C� to/ Assessor.'sMan.'Parcel:...-�)h,o f-5- Pe-re"/d/$ Engineer's Name NEW CONSTRUCTION _X_ REPAIR . Telephone#_SlnJ:�-77/- 7545,2— Land Use 1V'GS tcJAAoL it ( Slopes(%) Surface Stones Distances from: Open Water Body ft Possible Wet Area SO ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft Its SK�'TCH:(Stleet name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 64 1- n E t� ��eaS4._,YC�cr..:.�1a aaer�acJl X7�.C�vL . w ON Parent material(geologic) a rant oul-w&sk. Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face. Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs,hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date 3/S 1/ Time Observation Hole# y Time at 9Q Depth of Perc �/£3 !f8 „ Time at 6". H;2-Y Start Pre-soak Time a '.00 A-M I1,' V AM Time(9"-6") 5 j401 End Pre-soak a•— (u titi d t., {-v 0414, Rate Min./Inch >SwM( In , /Swu x i ke.�t Site Suitability Assessment: Site Passed 1/ Site Failed: Additional Testing Needed(YM) 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:HEALTH/WP/PERCFORM C�201'L— 007.1 0 Z DEEP OBSERVATION HOLE LOG Hole# L Depth from Sall Horizon Soli Texture Soil Color Soil Other Surface(in.). (USDA) (Munsell) Mottling (Structure,Straus,Boulders. Consistency.° Gravel) L�-,j ri � • IZ ?y l.camy Sa Lo.�i2 �/y C/ Medium Su•P( 16 4R 51d. G�/�/N C i-nice; 3�K�? ► D-e t2 4'�y Nv l ckle, D65evW DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture . Soil Color Soil Other . Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,°° rave lq' 72-' C C C�a � 7 �5 YOZ 7a"—/�✓S/�' �.2.. w^wt-Goose DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soll Color Soil Other Surface(In.)' (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,° 0 Z. C� 2,�� r�q-�: I.;�G�y 5c�,�Q to �l to Z� —•- • ys M& Burn SuKoQ IO `t' fi' 60 -Igy4 CZ IM cCL.m �C9 Y►� A/ A)o r d 9Pr u( DEEP`OBSERVATION HOLE LOG Hole# 1/- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistency.°o Qroven 3„ a 49 `13 SQL IC) -eR 4A. Y$��-IAj2r� C SA�.C.oars� �(� Y{2 �� m Wo bscrcicQ Flood Insurance Rate Map: Above 500 year flood boundary No— Yes 3C Within 500 year boundary Noe. Yes Within 100 year flood boundary No X 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? ves If not,what is the depth of naturally occurring pervious material? Certification I certify that on Ap r 1�i S (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 3 Z a Z10 Z. Date Si na g Q:HEALTI-1/WP/PERCF0RM 20t2 O�7:ell, ................. THE THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town F Barnstable. . . . . . .......................... ...o ................. ............... Appliration fur Di,ipaout Endo Tonotrurtion Prrmit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: Bunker Hill Road, Osterville, Ma. Lot 18 ---•-•------------------------------•--•--------------------------------------•--------•--........ --------••-------•••-------••-------•-----------••-----------•••-•-•-.......------...........•--- :°�iAameSSJoyce Bunker Hill Ho ;N� Mr. & Mrs. stervillep Ma. -------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------- Owner A ress a _Ed Lacey 72 Five Corners 9oadt Centerville ......... Installer Address U Type of Building Size Lot----58��-- ----------Sq. feet g— ______________Expansion Attic �o) Garbage Grinder (X) Dwelling No. of Bedrooms_ Other—Type of Building _________________--------- No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures ---•---•--------------------------------•--•--•--------------------•-- W Design Flow...................................•..._._.gallons per person per day. Total daily flow--------------------------------------------gallons. WSeptic Tank—Liquid capacityl000gallons 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 leachin area------------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) �� s ,.�-�7--4 a Percolation Test Results Performed by .......................... Date a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------ rxq Test Pit No. 2.......---------minutes per inch Depth of Test Pit.................... Depth to ground water--.-----..--__-________- a' •••••-•-••••-------------•----------•---•-------•--••--•-••--•---•........................................................................................... 0 . Description of Soil------------_---••-•-•••••••••-•••--•-•-----------------•-•-•----••••----••------••••-•-•-•--•--••---------------•-•-•---•......--------- ---------------- --------- x U - W ---------------------------4-------------•-------••-••-•••••--•-•••-•••••••••-----••---•-••-•-•-••---•---••-•----------••••---••-•-•••--•--•-•-----••••••••---•--•----------------•----•.........••-- Z . Nature of Repairs or Alterations—Answer when applicable.----------------------------------------------------------------------------------------------- ---- ------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—Ye un ersig d fur r a es not to place the system in operation until a Certificate of Compliance has been 'emu y t bo Sign ...-- • - ---- -------- •••-- ••--••--•••------------ -----_I��----�`�- Da Application Approved BY 6 .. � ��- /�� 7- Date Application Disapproved for the following reasons---------------•------------------------------------------------------------------------------------------------- ....----•-•-••-•••.•-•••-•--••••••-••--••--•------------••-•----•---••-•--•-•--•--------•-•--------------------•----•-•--•-•-•--•-----•••..................-•-------- ............................. / Date Permit No........................................................ Issued=•-....."-- ------ -------.................. Dat :r No.....-�--3 ... FED..- ®........ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......Town. ................OF......Barnstable Appliratioo for Uiopooa1 Works T000trurtioo Prrutit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: Bunker Hill Road, Osterville, Ma. Lot 18 •--------------------------------------------•------------------•--------------.....-••--•---•---- --.....--••••--•-•--•-•-••------------•--------•--•-•--•---•-••--•--••---......------------------ Mr. & Mrs. Wi f amdd;ls$yce Bunker Hill Roglet "bsterville s Ma. ..--•-----------------------------•-•----•-------------••-----....--•---------------------•--••--• •---••...--•-----•------••---------------•---•-•-•••---•-••-•-------------••------•---------•..... Owner Ad ress EdLacey -•------------------------•--.:.-------•--••----•..... -72 Five Corner �ioad� Centerville Installer Address Q Type of Building Size Lot-_58707-_-.-__.-.._Sq. feet Dwelling—No. of Bedrooms--.-____- .................................Expansion Attic (NO) Garbage Grinder (X ) 04 Other—Type of Building ---------------------------- No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures -------------------------------------------------------------- w Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity-1000gallons 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 ( ) aPercolation Test Results Performed by-------------------------------------------------------------------------- Date---------------------------------------- a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------ rxq Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-----------------..----- a -•-----------•-------------------••---------------••----•-••-•••••••---------•......•---.._.._----•••••.................................................... 0 Description of Soil------------------------------------------------------------------------------------------------------------------------------------------------------------------------ x U -----------•----•-------•-•--------------•---------------•---------••-------•-••-••--•--•-----••--••-•--•-•••---•--------•••---••-•-•---------------.....----------------------------------------------- w -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- U ' Nature of Repairs or Alterations—Answer when applicable.--.-------------------------------------------------------------------------------------------. ------------------------------•---------------------------------------------------------------••••••-------------•-••---------------------------------•-...-------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI 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. Slgne •---------- -- e / j Application Approved By--- - �-�'---�- - h �--------------- .... -�--�`------��---- 1 Date Application Disapproved for the following reasons---------------------------------------------------------------•--------•--------------------------------------• •--------------------------------------------------------------•--------------..............------------------------------------------------------------......-----------------------------------••••_. Date PermitNo......................................................... Issued-•---• --- --r------ ---- ..................... D e THE COMMONWEALTH OF MASSACHUSETTS BOARD Q# HEALTH ate._ .......O F............................................................. ....... Tertifirate of Toutlilianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( or Repaired ( ) by ---------------------- ------------------------- L Instal r t?� .� has b 0tra'lled pion rda IsI c1Tlle / ry Code as described in the application for Disposal Works Construction Permit No....................... ..�.......... dated-. - _. .--_-•--- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT C NSTRU AS A C�C� ITEE TF�AT THE SYSTEM WILL FUNCTION• SATISFACTORY. ----- DATE. ""•• Inspector THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .. ........................ No..........:....... ..OF_........... -----...... .•.� � FEF..... °2 ` 4 i5$tosal lVarkii Ton ;trurtioo Vantit Permission is hereby granted.............. to Construct ( ,qL Repair ( ) an In vi 1 Sew s4 yS`�s f � as shown .71 -n fie app is ion > �os31 works Con r ctio Pe mit o-----------------•-_- Dated__-------_ � .--_... `� / • Bdard�of}FI :t?�j� f�.��. DATE-------_{ AAA ----------------------- \ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS J e , 'Alli d�. 3 7� A. ' W Al-8 AL DMMM A P �10114 A 1 W N-z ,� ` Y Al !A1-4 w A,-6 1�/bll AD NA PETER 9.FORD.ET UX o C PPED)FM ° --/ N/F ALIJW d ROONEY..IL 15.2 A L"Cam PUM am-1a-19 ttt16-w DIN 00 Uaff cr TV ov a.I'll / x 73.6 ----------- -- x 28�0 '`�° \ ,� t� eoNa c idtwuear 11.9' x71v v_\� ----- "----_ 19' *13'.6 // `1 i' x1 ` \xt 2.8 / /",R' g` ---\_\ '\ ' / "I\ 1i // / ", �" - ```•` `l °LL71____ ____________ t i 'r i NAP M P*Cl '-M0 .f r\ \ —� --- - 1►476.66• / '.` x i i i ' .LOT 84••LCPL S7'1.VA9 / \ r" 7�_ + \. /DM AO t5r�'' / A`� /•� P�JOILpp -��f4M , x t6. i i LOT •+ PI -35 4' ^ S` f6}AVFLrPAYEMAY f xq, 70.110 $T t \ • \\i /r ;'' 1.61 ACRES t iP N ` 3Js r _`i �\ I PR x to a'" / PA�n DMI I I;t x` y� �` x 2zs " x26 0.___ >(izt" / AR -1ka ; �'� __��!� ,% APPEdeau>¢uroAvot'C4 � ' i lV(8.1\ %rr i \t'rr —1 COPOIE1116 -•a121s , �`` . / Z xIII�.' .( 12.7 PME/,: x12.4i �/S<tS1 +.tnj' xA3.0 i i r op N Y ' ��Y x24.t; 'x 261 NIP LAME A.BB17"ECNA- i x to"S ry IINA -" " ,'\ / i • f - -qt' i' �irAL,g4ANTAS 3 VALFN - Q WRwr PWT wr ,PJ / i IMSCIUNAS x'rn 20.0 \'"U< 'r ; x 2S5 �. i/ ' �� :6 x 24.8 r r i x 249 i CD C14 / rr \\ _ x231i' -_ -Y25.9 • x19.3 m it ' i l•C- -""" - 26-=' \ /R I& W - - x2118 x28.7 O o X-2e �x3at o \ ' CN x 24.3 JI �x31CS FWD .6 C� pp CN •--I - x A.3 OCNCN y / - - m/DB AID CD C'4 O ty BAXTER NYE 1 p `F �� •} I �� }i�~ Ste' 4 w� _ �( WF Al-8 ~` rf � •4 �� '� �^ ,T • - • _- ` t• ��i,1 i ��--I," y.C+ - S _ \ � -- _ I :�: ;;�, •.• ,;��' -'�• ,�,-.- ;� .�.:,., - - ENGINEERING & \ A ` I,II, I .�.� \'.. �w r.�.F•` ,.. L' t r i yr: .:, ��' •+ •• fq f,K ilY�:-. `�tl 4. l,f '" .., i �•�/ .ram \�,• * _ �.. > WETLAND DELINEATION BY LORI l ,. _ � `•^pr ; ,,,� MacDONA S., P.W.S. r•,. v' VEY LD, M .S. OF BAXTER NYE �s �.L` - ' i Q_.z��, :i'm ;' , m •'.;.•; ,., �, SUR LNG z ENGINEERING do SURVEYING (2-15-12) x �' ' • •- _ • - 1 WF Al-1 `i' , I•r /' ^ •. ��; .,>- "��` •• , X k ',t CQot !' •.i NtrM1'1 ' ► -- -- • `s 1 Registered professi :1 ,y•n((� b `jj : e9 oval Engineers ? X WF 1-7 Wit+ _',r;,-C '�� ' ` � Y,► :+n r Err `• and Land Surveyors WF Al-2 '^;:' i:.'+j, •aYbM'.v; \ WF Al-3 WF Al-4 WF A1- WF 1-6 J1 y `'„►.:' ' iw�si. b ti , r'''�•r;.�, y: 78 North Street - 3rd Floor ce FN t..�•-' ` . I -fr ,. ;, I °'' "'. �'tr_ � J Hyannis, Massachusetts 02601 ` N PETER B. FORD ET UX a . �•- •hr, l•. -'- -- UGE - _ CB (TIPPED) FND `,} 4 �' ,.. Phone (508) 771-7502 G UGE UGE ) „ ♦ .' . h' �. m x�r 8 E -)4-._ BENCHMARK AT CB FOUND ,�-. i k : ; . 'd=` =. ,`�:, .Q _ Fax - 508 771-76 UGE _ ""S 1 x UGE- UCE . • ! « r L O ( ) 2Z -� --_., EL - 14.66 NGVD29 ,, 1 .- �, itY.T_ ,s. x Ge ti,..�' k . : � '•;v. ro. 1�='S�-'� �;, ; �rx"''� � WWW. - ' •� / �,�,�� I \ t • Tinls ` .� 'l o. ,. ir:r. 3 •'�1 v .t. boxter ny�e.com .` ; 1"5 2 ,�U�` / I � \ U�\ � • �Hi 11r ' �'/C. ��`'-' ►�I��`+,� f•"` w.►..•.�` �� r't \ E ferry ► .. ► 4• v' G'{ LAND COURT PLANS 5725 - 16, - 19 and 35 � x �Kc 7�Narba�• ," `i � t.`.1 � � `i. ,-c'w•'�,; S T A M P \ UG / 10 e ,` _,- c DMH \ - L; 1; t ti,�. e�! �� STAMP G12.1 -- _, k P / G x \\ C �- \ O� ° 1• !� '�- �•� / i ' , ` .� ,l6srle :;! 'A, OF\ E G/ �V 2:3 e R Xi' c. �'e N/F ALBERT J. TR. .Y} ---�,>• :. ._tti.,:.. ,y �._. - i �. ' Ztt Mq UG / . ' BERM •�12.0 M C ( \ ROONEY, /\ �GE�i� - _.T G,- Cg�x \ \ \` I�,, Oct ..,- 4� STEPHEN �G t , i� $ \ \ s ` l 2c1 ��e\ �a G / A Y vo WATER � C Locus Scale 10 ' 1�. LIGHT FH `�C O UCE 30216 7� POLE '7p \� `` �\ q �'O •pF�il AL c�� // i r ,•' ' /, \\ CB tFND \ O•� -_. _--- ��c '�`' /,/` / iIi / w � J .=� t �F X TRANSFORMER MANTAWfMG DRVW 11.6 c V 2.o CONSULTANT CB'F`ND x 1.5 %,jj4C 1>�11 4j1 x 13.6 ' i\ ------------- 'A1 \ _ UGE UGE UGE' ii / 1 / / i �\ \\ I x 12.1-� _j _ • • •\ \ ---x 1 - , w 1 �� \ FOUND \ ---------------- x I 8b / c ;• \ c,ce BENCHMARK AT MAG NAIL /r , 111.9 \ �` x13.8� \ - -------J/'��\y�2.8 •�' c EL = 18.12' NGVD29 4 - \ �=- lY�,- � � NEW X' 3.9' ?,. X _ \' ��Oct CONSULTANT -- - -- \ ---- •1A 1 yam_ v \ '' / �` Xx �..... •� ` VICC 6.8' C/C 5.1\ C �• \\UCF ATER SER P1rOP06ED LIMIT OFwORI( (SILT \ / / -' ` TREES ` X ,l .. 12.8 / /,'. �jy'' �. `, ,' / / ' ;-� `� W'• \ �i'. I / / r, M \ cF c �x 18.6 / / / :/ rn w -------- -- I PREPARED FOR : TREES �`-- / 21 \\ Stephen F. Vazza -- • ---=------- -- W BOX/TRANSFORMER • .\ 1 CB FIND � X 15 � I 1 I I , � / \ /'� / //� / i /, � 17 \� i /.. / �� i / / `---- ' f /� MAP 095 PAkCEL'I 018 // -1 - \ , I- / rP-#1 ,,' --_.-- �- Diamond/ --------- LOT , Bunker HMI, LLC 1 I I I / \ / , / � / ,- , , -CB FN � \ LOT 541 ' LCPI� 5725-191 L X 10 �' TP #2 r, .� ', X --- - _ - -y-�/J� Circle : . \\ / • 1 \` iI ,. T PIT. - I I / / /` ` / / , / i // /, /, e`er �� // X, \`� `'� W-- 2.0----- -'' /� �' i' - 20. • WM tik LO 85 LC ,' 5725 35 I ,/� - WATER-$A - X 99 �� x / / \ / , GhAVEL RIVEWAY / � // ;' •� � NEW,PAVED. `O �t i i �� i----"--- -_ yC �154 .'-^- •.t /13 a, I \ r\ 7,0,140 $V(. F1'. ,/ / // , , / // , ,' / f, ��\ ;,i W) - �\ �\ _- _.'. �� / , i------- -'-- \ E ER - ✓, , i ` , ;/ X 18.4' ,/ ��--- 2. 22 ,-' .- - M Norw MA 0 2. _-/- CB F'N0 1 .9 1.61 /�CRE$ f T l- 4 \x 13. / / i / �' PAVED z �4I !-_ / r , i # � \ DRIVEWAY - 2 4 WITH BERM x UNDERG UND'TE T ES,/ / X27.8 `� \`\\ 2�.5 I"?</f6.1 � , / 'i / , , / , � I� / / , APPR6XIMAT� LOCATION OF ` 5. 4.1 / \ / / r , \ // / � / / / / /�EPTIG OOMPO G LIGHT Q 9.2 / / / POL .3 x 12.4,/ / /x 15.1 1Y3 �/ �/ ,/ x'23. N I f irlrt GENERATCY \ _ n J ' 10.1 x 12.0 , / -'�� \ ' , , / / ,- / tL1c• l Ca F . � X 24.1 ,,. -----. x pt8 i , f ; r ,ems /n� ,. �15.0 ___---- / � , r 26 Sr��v f ' f x 2i r r ----- / \ , x2 3.0 / r N LAURIE A. \ - > x r - 2 r r N F /F BENTiVEGNA / r ALGIMAN I'AS & VALENTiNA // ,' , �/ / , , KRISCIUNAS of GENERAL NOTES : \ , r x / 20.0 r' �aT x 23. / r / , 0 x 24.6 -' r /. / / N 1.) THE INTENT OF THIS PLAN IS TO SHOW.PROPOSED WORK AT LOCUS. ''' '` / � / ' 1, / ,,. �� r ,� _ N\ Z LOCUS AREA IS S / , / \ y ,' r rn w •�- COMPRISED OF. 1 ? / , r , , w r `� Z p ASSESSORS MAP 095 PARCEL 018 X "' ` ;� 24.8 / f •a` / ,' L. w \ � �.. ,, 1 LOT 54 N LAND COURT PLAN 5725-19 JUNE 30 1971 , � I- F- LOT 85 N LAND COURT.PLAN.5725-35 (MAY 29, 1980) � , � , I r � - x �3'.� � � �, _ \ , 25.9 Gj / V C CERTIFICATE OF TIRE W39 A ' w (MAN LUW JOYCE; ET UX.) x 19.3 / ,' rl i I 2 aiQ APPLICANT. STEPHEN F. VAZZA BLUE DIAMOND REAL ESTATE GROUP, LLC 20 EDGEWOOD PARK r I \ 0- LL NORWEELL. MA., 0206E 26. / 1 3. x21,18I I X 2s. �- , ) PROJECT BENCHMARK MAG NAIL FOUND EL 1&12 (NGVD29) I I I I x PROPOSED DRIVEWAY, GARAGE AND GRADING AS PER = F ' ' ' ' ' x 27'g ,� ;, ML CURADOSSI PLAN DATED 5/10/2012. Z . I , I _ I o 4.) ZONING INFORMATION \' ZONING DISTRICT : RF-1 Residential 1 • ITHIN A PRIORITY HABITAT I ' 'I 'I rl x SIZE IS NOT W 3.5 �'x a PER NHESP MAP OCTOBER 1, 2010 'PRpRIIY 30.1, , 1 CURRENT MINIMUM ZONING REQUIREMENTS: HABITATS OF RARE SPECIES' FOR SPECIES UNDER TW MASSAG I z � USE1T5 EAIQ4NGERED MIN. LOT AREA = 87120 S.F. SPECIES ACT, REGULATIONS (321 CURIO), I I I .- U os MIN. LOT FRONTAGE = 20 SITE IS WITFwV A STATE APPROVED ZONE N GROUND WATER RECiNRGE PROTECTION AREA. __ _ -_ ,' .- �" CB/DH FNQ,' w MIN. LOT WIDTH = 125' ___- A AA 0 ,, s7i tfS S 5• SITE IS WITFIM A ZONE OF CONIRN3lJTI0N 10 A SALTWATER ESTl11ARY BARNSTABLE B.O.H. a, 4, m FRONT YARD 30' SIDE dt REAR YARD 15' / 15' ( ), -'"`- X 0.0 CONSTRUCTION NOTES Ix w � OVERLAY DISTRICTS: RPOD, WP, ZONE II AND ZOC SALTWATER ESTUARIES '` _.� �' / M 1 N w 9.) UTILITY INFORMATION SHOW HEREIN• x 31.6 N ac I. EXISTING HOUSE AND FOUNDATION TO BE RAZED AND DISPOSED OF IN �' o TO 8E NECESSARY • THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTNJTY COMPANIES TO LOCATE x , ACCORDANCE WITH APPLICABLE REGULATIONS. 5.) A TITLE SEARCH HAS Not BEEN PERFORMED FOR THIS SUE N' DEII:RANNED 3 3 3 �0.,y < < 0 1 Co ,,, . A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. ALL EXISTING UTIUIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF .' /'- - CS FND 2. LIMIT F`' 0 WORK TO BE AWNTAINED IN GOOD REPAIR 1 E)0S71NG UNDERGROUND M>>FRASTRUCTURE; UTllliES,'CONOINIS AND LINES.ARE SHOWN IN AN APPROXINIE � -- ' R UNi1L ` COMPLETION OF PROJECT. o 6,) THE PROPERTY LINE INFORMATION SfIONM IS BASED ON CURRENT AVAILABLE RECORD INFORMATION ,'�' ,/' � a CONSISTMIG OF PLANS AND DEEDS WAY ONLY, ANY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESBiRCIIEO BASED ON THE Z AVM.ABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES M BE FULLY RESPONSIBLE FOR . ._F 3. EXISTING SEPTiC SYSTEM TO BE PUMPED AND COMPONENTS DISPOSED SHEET TITLE ANY AND ALL DAMAGES WHN�1 MiGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID • 1 PERFORMED BY FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY AND UTNJTiES EXACTLY. IF HELD CONDITIONS DIFFERS FROM PLAN INFORMATION THE x 54.3 �,� OF OFF SITE. � ' 1 BAXTER NYE Q ING SURVEYING ON FEBRLIARY 14 h 15, 2012 CONTRACTOR SHALL NOTIFY THE ENGMIEERRR NMIEDYITELY FOR POSSIBLE REDESIGN. i Septic Design Plan 3 P v 7.) COMMUNITY PANEL NUMBER: 250001 00180 GAS LINE IS APPROXMATE PER NAlIOFW. CARD MAP S02612, PROVIDED TO 1HLS OFFICE ON FE'BRUARY 16 1 CB/DH FNO 20 2 GAS LINE LOCATION ON PROPERLY PER DIG-SAFE THE.FLOOD INSURANCE RATE MAP DEFMIES IBIS AREA AS ZONE C. MARKINGS I. LOCATED BY THIS OFFICE ON MARCH 2, 2012 � 1 . APPROXIMATE� ) UNDERGROUND ELECTRIC LINE SHOWN ON THIS PLAN PER DIG-SAFE MARKINGS SHEET NO FIELD LOCATED BY THiS OFFICE ON MARCH 2, 2012. 14 • SITE IS NOT WITHIN AN A. .EC. AREA OF CRM AL ENVIRONMENTAL- A.C.E.C. ( CONCERN).. J • SITE IS NOT WTRiIN AN AREA OF ESTIMATED HABRAT OF RARE WN DLN E PER • EXISTING SEPTIC SYSTEM INFORMATION OBTAINED FROM THE BARNSTABLE BOARD OF HEALTH C2v0 NHESP MAP OCTOBER 1, 2010 "ESTIMATED HABITATS OF RATE WILDUFE' APPLICATION FOR DISPOSAL. WORKS CONSTRUCTION PERMIT NO. 537 ISSUED 10 11173.. ACTUAL D A T E : 03 30 12 > FOR USE WiTH THE MA WERMIDS PROTECTION ACT REGULATIONS (310 CUR 10).' IS APPROXIMATE SINCE SKETCH DOES NOT SHOW SWING TIES FROM HOUSE CORNERS. ACTUAL LOCATION /J • SITE DOES NOT CONTAIN A CERi1FIED VERNAL P001 PER NHESP MAP OCfOBER 1, 2010 NEEDS TO BE VERIFIED IN FIELD PRIOR TO COMMENCING WORK AT LOCUS. 20 0 20 40 'CERTiFED VERNAL POOLS.' 1 • APPROXIMATE TOWN WATER LME IN STREET TAKEN FROM C-O-MM WATER DEPARTMENT SCALE IN FEET � • WE►UVID OELNrfATKMI BY LORI 11ocDOIIW.D, U.S., P.W.S., WLILMD SCIENTISTOF BAXTER NYE SKETCH 0-4677-N (SO DATE 8/28/73). WATER SERVK:E ON PROPERTY PER 1"_ 20' OMGMIEIRNVG dt SURVEYING ON FEBRtAARY 15, 2012. 1 DiG-SAFE MARKNrGS FIELD LOCATED BY TENS OFFICE ON MARCH 2, 2012. SCALE : DRAWN/DESIGN BY: UN CHECKED BY: SAW ? JOB NO : 2012-007 C A D D .FILE: 2012-007DM. BAXTER NYE FA-1 . ENGINEERING & SURVEYING _ 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WiTH TITLE V OF THE STATE SANITARY CODE DATED APRIL 21, Registered Professional Engineers ""' >; TYPICAL SYSTEM PROFILE L CA R RULES RTHROUGH THE THIS P'�"' �` ANY and Land Surveyors 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY NOT TO >9CA�E 78 North Street - 3rd Floor THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. Hyannis, Massachusetts 02601 ` 3. EXCAVATION FOR SAS TO BE INSPECTED BY ENGINEER PRIOR Phone - (508) 771-7502 SET AT LEAST ONE MANHOLE FRAME TO INSTALLATION OF SAS. WHEN CONSTRUCTION IS COMPLETED, SO8 A: COVER TO WITHIN 6. OF F"SH1 GRADE. PRIOR TO BACKFiLUNG, NOTIFY THE BOARD OF HEALTH AGENT AND Fax - ( ) 771-7622 . IitSERS & COVERS SHALL BE WATERTIGHT ENGINEER FOR INSPECTION. WWW.boxter-nye.com l_ FNNSH GRADE N 22.0-21.0 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 PROPOSED TOP OF FOUNDATION - 24.5 SET COMER TO 6" BELOW FHSH GRADE PVC. UNLESS OTHERWISE NOTED HERON. RISER & COVER SHALL BE WATE91Ip1i S T A M.P STAMP 5. EXCAVATE UNSUITABLE MATERIAL IF ENCOUNTERED AND AS 3" MIN. DETERMINED BY THE ENGINEER, TO THE "C HORIZON" , FORA �ZH OF MqS FNNSH GRADE - 17.01 HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, ANDINSPECTION PORT Sqc REPLACE WiTH CLEAN SAND PER 310 CMR 15.255 TO THE TOP o`' PHEN 8" MIN FINISHED OVM LE40 WG TFVC4 = 16.0E 3"" BELOW GRADE � ELEVATION OF THE SAS. EXCAVATION TO BE INSPECTED BY � LL PROPOSED GRADE = 23.Ot INV IN = 19.0 -� 10' WC = `-iW OUT= 18.7 9" min Cover o.30216 ENGINEER PRIOR TO INSTALLATION OF SAS. -a g PVC TEE (SEE TABLE) "( ) 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN 14" 'r GAS BAFFLE FIRST 2' (ro BE ) 36 (max) Cover LESS THAN 3' OF COVER. o,�.SSG/BIER RENiFORCED CONCRETE 6 (TtIISFIED 4" ;;. 40 PVC O 1.00x 2"Layer 1/8"tot/2" 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE IaNAL LNG INV OUf = 19.2 STONE BASE 2" Peastone (E40" GRINDER DISPOSALS. . . � IW N-13.8 :. SUMP OlR=t3.6 HE TEE TO 1 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT ABOVE CURET ElEVAT10N ' / 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL CONSULTANT r •• . : : -rr . .:. 4" PVC / EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF INV IN = 13.5--// CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT TANG LOCATION. BOTH HORIZONTALLY AND VERTICALLY OF ALL EXISTING STONE BASE UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND DO I FAR) ION BOX BOTTOM OF SYSTEM = 11.5 5' MIN HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS CONSULTANT NO GROUNDWATER OBSERVED O EL 2.Ot REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, LIQUID DEPTH IN SEPTIC TAW DEPTH OF OU11ET TEE BELOW FLOW LINE VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH 4 FEET 14 INCHES PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE PREPARED FOR : 5 FEET 19 NICHES CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS 6 FEET 24 INCHES REQUIRED. 7 FTC 29 IN� Stephen F. Vazza 8 SCHE THEPROPOSED UTILITYY T CONNECTIONSDAMNED BY ARE Blue Diamond Bunker Hill, LLC APPROPRIATE UTILITY COMPANY. 99 Longwood Circle Suite 203 Norwell, MA., 02061 12' -1 FINISHED GRADE 36"MAX.-9"MIN. �j`��/jam /�/j /�/� / /�/ COMPACTED FILL 3/4=1-t/2' 2" OF PEA STONE DOl1BLE WASHED .................................................................. ................... .. . . OR FILTER FABRIC 6.5" 3/4 TO 1 1/2 " 6 « CULRM ARM xL N 30.5" DOUBLE 24" EFFECTIVE DEPTH J WASHED STONE 'd 4' 1 4' 4' 1 4 42' 4 50' SBGTION PLASTIC LEACHING CHAMBER DETAIL PLAN Vff CULTEC 330XL OR EQUAL NO SCALE W O CC to M7 = QD CV mO � Y C aD m V. SM LOW DATE 3/15/12 W P-13,557 o Com A N AREA RE 111REMENTS SOIL EVALUATOR: BARNSTABLE � Oet Z O LE � G (� BOARD OF HEALTH AGENT: a.SIEVE WILSON, P.E. DONALD DESMARAIS, R.S. NITROGEN LOADING LIMITATION: WASTEWATER DISCHARGE (CHAPTER 232) TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 ALLOWABLE FLOW: 1.6 ACRES x 330 GPD/ACRE = 528 GPD (4 BEDROOMS) 0,, G.S.E. = 19.0E " G.S.E. = 17.2 f G.S.E. = 14.0E " G.S.E. = 13.7E Z 0 0;' ORGANIC 0; ORGANIC 0; ORGANIC 0; ORGANIC PROPOSED HOUSE = 4 BEDROOMS ,el a » » » 0 RESIDENTIAL: 4 BEDROOMS 5 2 3 e x 110 GPD/BEDROOM SAND FILL Ap ; 10YR 3/4 ; LOAMY SAND Ap ; IOYR 2/1 LOAMY SAND Ap ; 10YR 4/3 ; LOAMY SAND o TOTAL DESIGN FLOW = 440 GPD W 10" 8' 9' 8' o PERC RATE _ <5 MIN. / INCH (CLASS 1) Ap ; 10YR 1/1 LOAMY SAND B ; 7.5YR 5/6 ; LOAMY SAND B ; 10YR 6/3 ; LOAMY SAND B ; 10YR 4/6 ; LOAMY SAND M Of W z LIAR = 0.74 GPD/S.F. a MIN. LEACHING AREA OF S.A.S. REQUIRED: i2» 14' 16' 14" o 440 GPD/ 0.74 GPD/S.F. = 595 S.F. MIN. B ; 1OYR 4/4 ; LOAMY SAND C1; 10YR 5/6 ; COARSE SAND Ct; IOYR 5/4 ; MED. SAND C1; 10YR 5/8 ; MED. SAND < < r a PROPOSED SYSTEM: DE81f>y�1 �(I„E Ham" W GRAVEL to N 24' 72' / 60' ' o M 6 N, CULTEC 330 XL LEACHING CHAMBERS a M WITH 4' OF STONE ON ALL SIDES (2' EFFECTIVE DEPTH) TOP OF FOUNDATION 24.5 C , IOYR 516 ; MED. SAND C , 10YR 7/3 ; MED. COARSE C ; IOYR 6/4 ; MED. SAND C , 10YR 6/4 ; MED. COARSE Z EASEMENT SLAB 14.8 1 2 2 2 M SIDEWALL AREA: (50' + 12')2 x 2' DEPTH = 248 SF SEWER INVERT AT HOUSE 19 2 " " SAND » » SAND SHEET .TITLE . BOTTOM AREA: U50 x 12) = 600 SF 96 W/TRACE OF GRAVEL 144 144 132 TOTAL EFFECTIVE LEACHING AREA = 848 SF X 0.74 = 627 GPD SEWER INVERT xvro SEPTIC TANK 19.0 (NO WATER OBSERVED) (NO WATER OBSERVED) (NO WATER OBSERVED) Septic Design Plan C SEWER INVERT OUT OF SEPTIC TANK 18.7 C . lOYR 6/4 ; MED. SAND Detail Sheet • SEWER INVEKf INTO DISTRIBUTION BOX 13.8 2• W/GRAVEL d► SEPTIC TANK SIZING: PROPOSED HOUSE = 440 GPD x 200% = 880 GAL N USE 1500 GAL SEPTIC TANK SEWER INVERT OUT OF DISTRIBUTION BOX 13.6 1 PERC O 48' SEWER INVERT INTO SAS 13.5 (NO WATER OBSERVED) BOTTOM OF SAS. 11.5 p SHEET NO NO WATER OBSERVED O 2.0 o PERC O 48" 0 C2n1 N o D A T E : 03 30/12 0- 1 CERTIFY Ti14T N APRIL 1995, 1 HAVE PASSED THE SOIL EVALUATOR D AI0ATiON APPROVED BY THE OEPWIIAWT OF ENVIRONMENTAL -� PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT` WITH THE REQUIRED TRAINING, IXPERTiSE AND EXPERIENCE 20 0 20 40 DEMM IN 310 CM 15.017. SCALE IN FEET N SIMIURE SE-2622 DATE 6--21--/3 SCALE : 1"= 20' +-� DRAWN/DESIGN BY: MTM CHECKED BY: SAW 0 N N JOB NO: 2012-007 C A D D FILE: 2012--007DM.dwg 0 N