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HomeMy WebLinkAbout0016 BRADDOCK DRIVE - Health 16 Braddock Drive Marstons Mills A= 101 — 081 ---— - -- YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates(cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. :. DATE: �t Fill in please: APPLICANT'S YOUR NAME/S: ?�( � a ? BUSINESS YOUR HOME ADDRESS is ¢ TELEPHONE # Home Telephone Number 0 9 'x NAME OF CORPORATION: NAME OF NEW BUSINESS I I 1 11 TYPE OF BUSINESS Pn' IS THIS A HOME OCCUPATION? Y S V NO ADDRESS OF BUSINESS ud DC-- (. IJ gEw S MAP/PARCEL NUMBER 161 (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. &Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING C011 MI d1bNER'S OFFICE This individual h - e n irafe of 5hy�Aeriequirements that pertain to this type of business. MUST COMPLY WITH HOME OCCUPATION RULES AND REGULATIONS, FAILURE TO Au horiz i atu -----� COMP) Y MI RESULT IN FINES. OMMEN S: 1 rmo 0 ✓✓ 2. BOARD OF HIJLTH This individual has bej forV�ecJ of the permit requirements that pertain to this type of business. AuthorizedY Signature* COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual I ids been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: Town of Barnstable P# U Departiment of Regulatory Services Public Health Division Date MASS e639. `� 200 Main Street:Hy nuis MA 02601 11 Date Scheduled— Time Fee hd. —/0:7 ► o uitability Assessment for f S "is ® a Performed By: 1 C�� \l m e.- A d E i I G S C Witnessed By: C) LOCATION& GENERAL INFORMATION , Location Address ppIVC Owner's Name 'Z-E'.V-1-( e- K.4_NkLG4J fkA l(n 13kAc��6Gi,L ( My4i�St�1v5 ' .. Address Assessor's Map/Parcel: " lot 102 ( Engineer's Name (?APG_a)tDC-_: U_<- NEW CONSTRUCTION RREPAIR Telepho -C [41Sfrleert/1C ne# ��" j`Z—�j�Z, 50.9-273-0377 Land Use 5t1151e_ (L'itr GiIuZ11CA5 Slopes(3o)_ 16 20 Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line > (0 ft Other - ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) fee okd �1 cn Z');i .a . ^4 J Parent material(geologic) �`'IwaS�t Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face a Estimated Seasonal High Groundwater L 13 6 S DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: 0t1fct GWeNahwl + t�ra5f4�ok_ trw Canluvr I1Cr (Iq 92 ) Depth Observed standing in obs.hole: t 3 q 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,draundwater level n PERCOLATION TEST mate d Time �1�.1L— Observation Hole# — Time at 9" ._ �t 4 Depth of Perc 2 90 i Time at 6" \ a Start Pre-soak Time @ Time(9"-6") End Pre-soak II yyam Rate Min./Inch 2- - Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) 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. Barnstab le Conservation Division at least one (1) week prior to beginning. Q:1S EPTIC\PERCFORM.DOC DEEROESERVATION HOLE LOG Mole# f 2- Depth from Soil Horizon Soil Texture Soil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones,,Boulders. orlsistency,%t3raven 6- 12 7 —1l - 36-72- L S 2-136 C H S 2.5 Y'/o DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.% rav i DEEP OBSERVATION BOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Comlistericy, Orayr DEEP OBSERVATION HOLE LOG Bole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency, Flood Insurance Rate Map: Above 500 year flood boundary No— Yes . _ Within 500 year boundary No'� Yes Within 100 year flood boundary No:✓ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Celrtifiication © 7- 9y I certify that on � -2 (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 xperience described in 10 CMR 15.017. Signature Date Q:\SEFTICTERCFORM.DOC TOWN OF BARNSTABLE LOCATION /6 f6rn GK 0GL j, f,y,- SEWAGE# VILLAGE�� A.,11Y ASSESSOR'S MAP&PARCEL / INSTALLER'S NAME&PHONE NO.Cvn_-Luide, 4h erloedrj 6;0y-#17-Fr 77 SEPTIC TANK CAPACITY, /000 LEACHING FACILITY:(type) 3640 641 elu*be-fA (size) 9, 9eA 33,J NO. OF BEDROOMS 3 .. H�db OWNER � en e,r, exyl Cl KA eeA A/0 11 C PERMIT DATE: & COMPLIANCE DATE: ® f Separation Distance Between the: ✓a csu.Y,(w��el` CrKcv't+'�re�( at Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 130" 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 BYCAP&.jtoG eoTaUttt K U.0 - 1�!6.1� . �4-�I� � � A a=I I� B-3z A. 3z 5a a3 p�J� r,,,) A if=53, 5� 5=4o.I No. � 1 � , Feeo THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zppricatiou for &goal *p!5tem Con5tructton Verna Application for a Permit to Construct( ) Repair X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 10 ��0 �/ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel lot ji 1 �( cie— b M M .J Installer's Name,Address,and Tel.No. O1S'47?^'" 77 Designer's Name,Address and Tel.No. 5d2-oti /�Z73- v J 71 !k Type of Building: Dwelling No.of Bedrooms Lot Size e� g sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 �' gpd Design flow provided ?14416 ., gpd Plan Date /O''11— 00 C L Number of sheets Revision Date j Title J6 ;UbD OCR MAR!s NJU,�; Size of Septic Tank I bore (Ma&;-0 ' Type of S.A.S. -5na 6w-f, Description of Soil Nature of Repairs or Alterations(Answer when applicable) US N WA I A,)& /'(,O®r &AkAJ 6t `K- —NLX Z) (3) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of alth. Signed Date _c�' fs—.-to 1 Application Approved by Date 61 Application Disapproved Date for the following reasons Permit No. 040tq— 1 Date Issued / Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS �. PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pprication for &5pogal *pgtem Cou.5tructiou Permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. b `JtCAmoov_, �. z M Owner's Name,Address,and Tel.No. 'fiC�z�uc,r � k rkeel� ga y o t Assessor's Map/Parcel ` ` Cl Dom` bP.. 1�/►c�(1 �( Installer's Name,Address,and Tel.No.�db'�7�v a 77 Designer's Name,Address and Tel.No. J�U�lo`�"l a73" V 7j G�41dG tadS wc, J C, t idV 2.d1 r , Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) p Other Type of Building mjDa)-r(4 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -3o gpd Design flow provided T s a gpd r Plan Date (0—(1" (�o(4 Number of sheets Revision Date Title ((o Size of Septic Tank ( b0f)C-a4tW0 Type of S.A.S. �3 Sac, 6WC, (�kl t4z&-a, Description of Soil y i - Nature of Repairs or Alterations(Answer when applicable) US 6 &X(, T 4,16g Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance haslieen issued by this Boar�of alth. Signed Date " Application Approved by Date Mg/Zo/G/ �S 14 Application Disapproved b Date for the following reasons r Permit No. Zbi q— ZO 1 Date Issued6 he 17,o/ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (X ) Upgraded ( ) Abandoned( )by 0APEURbP at �� (� MS�Z9U� �(L has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Z4, 1y— 701 dated t1 MI A Installer C Designer - lqc �le#bedrooms 3 Approved de igg ow ,n gpd The issuance of this pL t shall got b construed as a guarantee that the system Z11 .unctto�as/d'si 'ed. f Date f �� Inspector Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS )Di5po5al *pgtem (Construction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) System located at j � e, i and as described in the above Application for Disposal System Construction Permit.The applicant rec es his/her duty to comply with.Title S and the following local provisions or special conditions. /'� Provided: Construction must be completed within three years of the date of this corm' Date 11,WIV,�j(� Approved by a 7/14/2014 23:58 5082730367 43186_P..001/001~ Town of Barnstable Regulatory Services Thomas F. Geiler,Director • �► Public Health Division MAS b .` Thomas McKean,Director yen� 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Pax: 508-790-6304 Date: 745'f Y Sewage Permit# a014-ad( Assessor's Map/Parcel is 1/8 1 Installer&Designer Certification Form Designer: SG En9tneec(0% Installer• C4PVu►de Er !!! Cr6 e-y C-,c-,C Address: 285N Cronbccry 14fa6wC+T Address: I53 CflMo N_cAL !�LT Easd Wove han , Nft 'oz�3$ M,4se=a� -t- . MA 6 P49 On gyp-C2- dQ1 CO—L—OUDC— � t �l$ as issued a permit to install a (date) (installer) septic system at graJdock Drive_ based on a design drawn by • (address) dated b"l7- I y (designer) ✓I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State„&Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if required) was inspected and the soils were found satisfactory. 00 JOH, CHUB NI« I sta er's Signa 1 e) JIL w 6r8 y �Oleisiiigne-ir"-'s-Si-g-naturle =(AW34-mup Here) PLEASE RETURN TO BARNSTABLE PUBLSION. 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;\office formsldesiperceritication form-doe Town of Barnstable P It g Q Department of Regulatory Services l Public Health Division Date 1 _ d,as p a7P �Q 200 Mnin Street.H nnis MA 02601 .) 4 / t Date Scheduled / Time Fee Ytl. uSo Suitability Assessment for Se is o a , Performed-By. 11i C�r14 �ls1gL;t 1e i t e Z it C S L' Witnessed Hr. LOCATION&GENERAL INFORMATION , Locatino Address bpiv(r. Owners Nudne e -,M.1 C', I(e O�Ai�Dbrte.. Ct� M.1aSrf:C;S �tN,41y I<a-eu���.. / ((•• W1 LLS Address Assessor's Map/Parcel: i()1 !V Y, Engineer's Name iii J C_. 6�15�eiea,lipNEW CONSTRUCi'ION REPAIR -,� Telephone q BOG-t-["7.Z-`(��;�, t.nd Use 5'•751 L. (:..'•,�tr 414,41,415 Slopes Ld-2 6 Surfaec Stones _ Distances from: open Water 4ody j R D'onsible WUArp - R Drinking Water Well_- R Drainage Way R Property line 7 1 6 It Other _R SKETCH:(SMccl name,dimensions of Inl,exact locations afloat holes&Pere tests,locale wcttands in proximity to holes) .5 :i • f , l Pareol malttial(geologic) a"" t' Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Fan EWmalcd Seasonal High Oroundwattt DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: 0.rt(1 Ob:tt+nla+i c t.(,to.: Jfr f C 1S SZ i Depth Observed standing in tabs.hole: t 9 la. Depth to soil mattles: �,_In. Qapth to weeping from side of tabs.hole: in. Omundwater Adjuslment - ft. Index Well p Reading Date, Index Well level_. Adj,ractor Adj.Orwndwater Level PERCOLATION TEST vote E&1Y rime // •3,., Observation Itole n 1 Tinto at 7" Depth of Pere Time at 6" ' Start Pre-soak a line @ //-i•i°^s _ Time:(9"-6") End ttc-swl• Rate MinJlach L L - Site Suitability Assessment: Site Passed S Site Failed: Additional Testing Needed(Y/N) Original: Public ttelth Division Observation Hole Data To Be Completer!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. 1 QaEF17CV'IiRCRlRM.UOC: , y , 93 S- IlkO CAT ION �i94- 1b SEWAGE PERMIT , NO. A VILLAGEqA VS.11-cl,V, tf INSTAL ER'S ; NA E 8. ADDRESS B U I L'D E R OR OWN 1 DATE PERMIT ISSUED DATE COMPLIANCE ISSUED ��l �9 3� S3 Town of Barnstable r Department of Regulatory Services 1"NBTABM Public Health Division Date v MASS_ e63g y� 200 Main Street,H nois MA 02601 liq; pPEb MDx � �t� � r `� . Date Scheduled— , ;��(�f ;r�� V� �� Time Fee Pd. _0 So Suitability Assessment or Se is_ ® a Performed By: M(G4\�z� \(tilt 2n��' ' , t=�i1 G S C" Witnessed By: ✓ . t9 i LOCATION&GENERAL MFORMA.TION Location Address DFIVC Owner's Name 'T6'K4L4 e KA7i7i 4tLC�?J 'tA M l(o D�Ar1�b6CiL C :4aS L /02 IOLI ((-C-s Address � .Assessor's Map/Parcel: I C) 1 l Engineer'sName (!AP�)tDCNEW CONSTRUCTION REPAIR `� C Telephone# 5p� 7 Z— Z 1 0,-2 73-0 3 7 j Land Use st 1512 a,vi i c�well�n 7Q:2O 7 5 Slopes(30)_ Surface Stones Distances from: Open Water Body ft Possible We[Area � ft Drinking Water Well ft Drainage Way ft Property Line i d ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands 1 proximity to holes) j m.. - :'g ;'D Parent material(geologic) L��`"S� Depth to Bedre)clt Depth to Groundwater.'Standing Water in Hole: Weeping tfom Pit Pflee Estimated Seasonal High Groundwater L I,3 0 4 5 3 DETERMINATION FOR SEASONAL IIIGH WATER'TABLE Method Used: Otr2C "VeA ,n + t5cr-15 40ic &LU.Canlu:r nce Depth Observed standing,in obs.hole: 4,1 3 Q �iu, Depth to soil mottles: Depth to weeping from side of obs.hole: - in, Groundwater Adjustment ft. Index Well# l Reading Date: Index Well level, Adj,factor Adj.Groundwater Level a PEIRCOEATION TEST Observation ] Hole# 1 — Time at 9" Depth of Pere .72 90 Time at G" Start Pre-soak Time @ Time(9"-6") End Pre-soak ff,`V a"i _ in. ch Site Suitability Assessment: Site Passed Site Failed: _ Additional Testing Needed(Y/N) w �� Original: Public Health Division Observation Hole Data To Be Com let ***If percolation test is to be conducted within 100' of wetland,your must first notify the, Barnstable Conservation Division at least one (1) week prior to beginning. Q:\SEPTIC\PERCFORM.DOC �l J DEEP-OBSERVATION HOLE LOG mole# 1 + Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. orisistency,%Uravel) 7-"t3� l e S 10Yr 312- - 3�-72 DEEP OBSERVATION MOLE LOG hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsisten % rav DEEP OBSERVATION]SOLE LOG Dole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,yb Gravel) DEEP OBSERVATION DOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent; Flood Insurance hate Map, Above 500 year flood boundary No— Yes Within 500 year boundary No f Yes ' Within I00 year flood boundary No.✓ Yes ]Depth of NaturaYly 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? cs If not,what is the depth of naturally occurring pervious material? Ceftification I certify that on Via. 2 7- 9 (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 xperience described in 310 CMR 15.017. 7 . Signature Date -�y Q:\S.EPTIC\PERCPORM.DOC THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................. .......... ...........0 F.........................................----....----•-..-_---.......---•--............... Town Barnstable ppltration for Dtipuiitt1 World CIun xnr#tun amit pplication is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: Marstons Mills, ......... _.1:�...Braddo ek Drive.,..............•-...... �.��..�.�i...r�iA... ....... ..............•--...._............. Locatio Address or Lot No. Ca ricorn Real Trust 6 Falmouth Road H annis n P.... - ................... ....Y........_.. 7 S_ �._...y -Owner Address aSteve Lpbzl •-•---••......................................... .............................•-•-••••---..................._..._...............•-•-.............. Installer Address Q Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms....3......................................Expansion Attic ( ) Garbage Grinder ( ) PL4 Other—Type of Building _r_a ch............. No. of persons............................ Showers (2) — Cafeteria ( ) r1' Other fixtures ............... -----------------------............-................. Q W Design Flow._.........555...:.........................gallons per person per day. Total daily flow..........33A..........................gallons. W Septic Tank—Liquid capacity.l0-QQgallons Lengtha,.6"._._._ Width:41.1w,. Diameter................ Depth..5'.8.1# .._-. x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.1------------------- Diameter.......:.......... Depth below inlet.....6........... Total leaching area....2.6.6......sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by....E]sd 'adgQ••_ 2191nQ.QY'111g••••-•-•••• Date....11-2 j-$ aj Test Pit No. L-,2...0.....minutes per inch Depth of Test Pit...12.......... Depth to ground waternone---encounter- 44 Test Pit No. 2LIlA.-------minutes per inch Depth of Test PitN/A ____---- Depth to ground water.-U/A.._ .....--. e d a ---------------------------•---.....----....-----••-•----•-•--....--•-•-••--•--•----......--------.:................-•----........._----••......-------.•••-- O Description of Soil...........Q•'.•-•-- 2..........lABm...&...topsnil.......................................................------------=-------------------• 2' ---iQ. ........................................ med......white...sandl_.traces...o ----graxel/no._.watar---at- 12, VNature of Repairs or Alterations—Answer when applicable............................................................................................... ........................................-..............................................................................................................................................:..._...........: Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned f. ther agrees not to place the system in operation until a Certificate of Compliance h s been issueqd by the board of lth. Signed.... .....Pre S•......911 318 3 ..._ Date ApplicationApproved By................................................................................................... ......................................... Date Application Disapproved for the following reasons:.......................••--•----•-----------------............................................................ ..-•-------------------•-•-----•----_...--•----•••--•--._•_...--••--•----.......•---•--•--•••••••.....................--•------•--••-•••.......•-•-•--------••---•••----•-•---••--_-_----•-•--•-•••...-•- Date PermitNo.......................................................- Issued....................................................... Date - --- - ------------�------ ---do No................_....... r' FEs.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town..... ....................OF..Barnstabl.e.... Appliration for Biipoiittl Workii Tontitrurtion trutit • Application is hereby made for a Permit to Construct QC ) or Repair ( ). an Individual Sewage Disposal System at: Marstons Mills, „ot # 1� Braddock Drive.:.............•........ 1�..KA.---..... ---............... •••...........••.... -.................................... ..._......... ....... .... Loc tion Address or t No Capricorn Rea t r Trust 6 j Falmouth Road,__jixannis _ ___ ••_ Owner Address w Steve Lebel -...... . •---..... Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms__.3.......................................Expansion Attic ( ) Garbage Grinder ( ) aa Other—Type of Building r =h.............. No. of persons............................ Showers (2 ) — Cafeteria ( ) dOther fixtures ......................... ........................................................................................................................... w Design Flow........55_..............................gallons per person per day. Total daily flow........,33.0...........................gallons. W Septic Tank—Liquid capacityl_Q.QO_gallons Lengtk'6" • " p 5'$" ---- •-------- Width---�0----- Diameter---------------- De th ---- •---•---- x Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area.:..................sq. ft. Seepage Pit Nod•................... Diameter._._.6._...._.._.. Depth below inlet_._.6......___.___ Total leaching area._266___.._.sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by...9ldredge Engineer.��Pg............ Date... Test Pit No. 1.2_._Q.......minutes per inch Depth of Test. Pit...1 ............ Depth to ground wateilQ .e._enQounte - rX4 Test Pit No. �A.........minutes per inch Depth of Test Pith/.A______ ._.. Depth to ground water._7V,t!. .... ........ Cl Description of Soil.......... ...•-...2-•.........loam...&---tQP.SQi1......................................................................................... 11 2' -----1-2'_---•_med._ white sand traces of ravel no "water at 121 ..........................................................g ••------•-- -•-•--. •--- V 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 TAIT1E 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. Signed............................................................................P---re s....._9K13�83...... - Date ApplicationApproved By.................................................................................................. ........................................ Date Application Disapproved for the following reasons:-•--•--•--------•-•-•----•-•-----•-•------•-•-----------•-•--•---•------------••....................•-•--..... -••-•-•---•-•--•-----•--•---••--•-------•---•-------•-••----•------•---•------------------••--------......-•-•----------•--•---•...-------------•-----•-----------------• •---•---__.----••-----•-••-•-•- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........:�.0.YM.................oF.......'#larnatabs,e.............................................. Trrtif irate of Toutpliatur THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (X ) or Repaired ( ) by-----------------------------------------.......S_Leve...L�eLeZ..----•--•--------------••--•---......----•-....-----•--------._..._.......---...............----•-.........----- Instal at.........LQt.--= 1 -Braddock Dr. , I4Tarstons ii11s, I .MVj� l:' .... has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.�o�._.�._ ___________________ dated_...._- /7 '1--________._________ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRU D AS A GU RA TE THAT THE SYSTEM WIL FU TION SATISFACTORY. DATE.........;��_____________•-------_-_-------------•------•----- Inspector.... ............................................................................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH / .....Tom ........OF._..�arnstable............... ............................... a,a N :?.-� ........ F &,....,- ....... �io�o�ul orko �on�trttrttion rrutit Permission is hereby granted.................� .Q vE_.�t �1�.�..-•----------------...---....-•-------•----•-••------.....-•••-•--.................----•--- to Construct (Y or Repair ( ) an Individual Sewage Di al S stem at No..__.�o_t._ _._9__Braddock Dr.-.Marstons _Mills,--- ' � � r ................................................... Street as shown on the application for Disposal Works Construction Permi ...... Dated...i?/,1_43.................. ............... DATE.... Boar a FORM 1255 A. M. SULKIN, INC., BOSTON 49 2001, LA r ,�/V a , $16- /9-5 ��. l syl 3� �'rn' IaD,°� • �, 'rya. / - , tL►n EL, la!3 .. • ,: /�/ 2 .ACRE wl l/�� 30' FROIS S TPyQ< P a /5�. SrUEE 2�/Y? Somoc WE G366 ���l�lE l�'h�DT10N �'A �O lft �r rsTE�` SS�ONAL 0'�'/ \• LEGEND7esr r-O. EXISTING SPOT ELEVATION 0„0 tr o V.ss, - CERTIFIED ,PLOT PLAN EXISTING CONTOUR ——— 0 LOT f3dcv�. 33Yeic: S' ,. . FINISHED SPOT ELEVATION . , aRVC ROBERT ,, FINISHED CONTOUR 0 -�—�— -A -- oT— ELDREU 1 N APPROVED , BOARD OF HEALTH DATE AGENT SCALE, / r=6 DATE LDREDGE ENGINEERING CO! IN CLjIdT I CERTIFY 'THAT THE PROPOSED EGISTERE REGISTERED JOB No. „�, BUILDING SHOWN ON THIS PLAN CIVIL LAND CONFORMS TO THE ZONING -LAWS ENGINEER R DR.BY+_; „ ,...,. OF BARNSTA9LE , MASS. . 712 MAIN STREET CH. BYE pul 9 /3 s3. -� -_ HYANN I S, MASS. SHEET. OF.. GATE REG. LAND SURVEYOR 2O FT. M//V., NOTE /F E/7,Y&M Ti+lE SEPTIC TAN/C OR t. .EACH/iVG P/T ARE /YORE 77N M,y /2"BELOiV 1 /D /•7►. M/N. rRA 0E� 24'O/A M E TER CONC e =7- CO i/ER ,�i'PYC PJPE SHALL eE BROUGHT TO GITAOE.�.;N EXTRA GONC.4l''TC P/TCN h'ERVy C^ST IRON Co{iER Sf�ALL DE USElO COYE/t5 �9�PFR Fr /F/N DWI Va=- WA Y' = • 2� M/N. CO/VCR2=TE A _ Ci AOE CO✓ER CL FAN .SAND t - BAC.iCF/L L /RQH MPE /000 • o C$/! 2t Pr1) a.Q a OF !�8 -•3�B" O e 1 • • • • •s . > wee yti/ASHFD S7?7NE SEP?/C TA)V K OX , , . . . . . . , • • $ 1 • • • 1 �•1 • 34 T f36i ow SUic, .a b 1 ..EFFECT/VC , • • • • pEpT�y • • • • IVAs.YED STaNE CSC SaL T� . a � . • • • • • •I 1 3.v • � 4• • � • • • • • • • • opo �7.7 GPD . a. • . . s •. • • • • . D • o PRECAST SEEPAG E' INYL•RT CLrEf/.4T/ONE ~: y6 �r :I!3, ry I.r 3 •• • • • • • • . • . a •o P/7 OR EQUIV. • /NYERT AT OZIMPIlV6 9 .� G�: D/AJ�t. r, — Ft� �{90.�� !HEFT ,S�'PTirC .Ti4/YK. q3;Q FT FT. o/A1rf. ^ . C(SES raBUL..aTJow) OUTLET SEPT/C Ti�1NM, pr Ime.ET D/STR/19//T/ON BOX�_F7. SECT/ON OF GROVNO MeA74ZN TA6LE OtJTLt`TDJSTR/BAIT/OJV BAX 93. FT /NLEr LZACN//✓G 0'17' 85 0. Fr. YZAVAGE O/SPO�SA Z. SY•S`TSM TABULATION LEACHING fs/7' + D.ES/GN .CR/TERl.4 %" OIMAwSJON A FT. 1 D/t/EJ+rS/ON —FT. Nr M®ER OF 6EGIRoOMS 3 -DJMENS/ON C.Y FT. M,N, jGARd tGE'D/SROSAL UNIT SO/L LOG 1TOTAL E_Tr11- 4reD PZ0* / 39 G.41-14AY SO/L TEST A/ SOIL 71=S7-402 SOIL TEST ;NUMBER q. LEACRIMVG P/TS L_ �E[EK. *2"��' or-EL1FV, PATE GF SO/L TEST S/OF LG'ACHJNG PER P/T f SQ PT. / RESULTS h//TNESSED BY 9oTTOM.L6a4CN1A cr PER P/T E r SQ• An - — AERCOLAT/ON 'RATE AE! 1 Z ly/N JNCK TOTAL LEACHING AREA 26t_ S FT. t Q �RCOL./4T/ON RATE/f�2 MIN. /NCH RES6RV 4E LEACNJA/Cs AREA SQ. FT. ' I-or r /9 �jN�S,. �pt�r1 OF Mq� � i ,r s 12. 0� ROBERT Gs, Z� PHIL J -V BRUCE' 6 WEI r €'LDRED / y1 � N . 66� - ELOREDGE ENGINEER/NG CO,ING. `I A °o.- TAR de=R EZ:7S•� 712 MAIN Sr. , //Y.q IA/iS, MASS. t is f tiina �_�,s� NO GROfJNt7 yY.4TER E/VCOUwTFREo CL/ENT: 1 NO su Gmouvo yVA7 ,Rl 4T ELF(/ - J08 NO: Rs : SHEET OF �. er Pk A P ✓`.'t._�..-_�oOV►-\ cz) co :l�J�_,...`�1!h�o�.�-�,D�o_F,�,v."��__�lc�5�.►.K, ._.-.�J e�.�oo✓V1 w µJ "tl � •e L <: tv o o Hew ROo vv\ s v Ln 1m Wa,ll �. --- co I t� r L `^[ C y cfas- I Alt a�s_fo.�\ s__ _�--�-�.�:------_------..._Y_._ • ,. .� � _ o C "e- o! Hew R o o VV\ \' - -------i ag ' b; aeui 3 i - 154 _ --- _ _ - L{ 6 L � C L I /0 Lj®aa J "QL /� r / f SC • PROP.VENT WITH CHARCOAL FILTER TO ABOVE GRADE T.O.F. EL.= 63.5'± FINISH GRADE OVER D-BOX_- 55.2'+_ FINISH GRADE OVER CHAMBERS= 54,4' - 55.2' GENERAL. N®TE S PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2"DOUBLE WASHED STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& RISER TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE OUTLET TO WITHIN 6"OF F.G. MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2"OF 1/8"TO 1/2"DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. @ FND. EL.= 61 •0�± F.G. OVER TANK EL. _ 58.9' - 59.4' 5"DIA. OUTLET(S) STONE OR GEOTEXTILE FILTER FABRIC 60.5�+ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 1 TOP OF SAS= 49,20' PLACE RISERS ON ALL DESIGN ENGINEER. PROPOSED 4„ 5.60 MAX 6.00'MAX CHAMBERS WITH 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL -EXISTING 4` SCH.40 PVC 4"PVC TEE SEE NOTE 22 4$.20 SEE:NOTE 22 INLET PIPES TO 6"OF SEWER PIPE [ y SEWER PIPE BREAKOUT EL= 48.70 FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED. " 4. T NI RA SHALL T LE THAN i O PREVENT BREAKOUT THE PROPOSED FINISHED GRADE L NO BE SS ____._... ! 6" 3" 3"DROP MAX " 9" I L-18± _ I 3 2 DROP MIN PROVIDE WATERTIGHT ELEVATION -48.70 FOR A DISTANCE OF 15 AROUND THE PERIMETER OF THE SAS. UNLESS A - MIN .SLOPE I 4"PVC IN FROM JOINTS(TYP.) ��� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 1 " 0 0 14" 5 7 7'± SEPTIC TANK 4 PVC OUT TO 0 0 O 0 0 0 0 0 0 0 0 O �I THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. LEACHING FACILITY o o SLOPE ALL SOLID PIPE AT 1.0° MINIMUM. o 5. LO O /o CONTRACTOR TO PROVIDE O o 0 0 SPECIFIED DROP BETWEEN " " oo = = 0 12 6 Op °° 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL LET TEE 48.60 MIN. 48.43' 2 00 0 o0 SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUT 0 0 0 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK EAND XISTING CONDITION OF EXISTAND RING TEES EPLACE AS GAS BAFFLE 6"CRUSHED STONE o 0 0 0 0 0 00 0 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY o _ NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE , 4.0 , AND DESIGN ENGINEER. 4.0 8.5 (TYP) - I 2.0 2.0 5 4.83 OUTLET DISTRIBUTION BOX .I.YP 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 60.00 I 33.5' (TYP.) TO BE INSTALLED ON A LEVEL STABLE ESTABLISHED ON NAIL IN A DECK POST AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET - '± I GROUND WATER ELEV.- 4O 9. I A UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. 46.20 8.83 THROUGHTDIG SAFE AT LEAST-72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CONCRETE SEPTIC TANK 3 - 500 GALLON H-20 CHAMBERS 5 MIN. CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES EXISTING 1,000 GALLONC CROSS SECTION VIEW *G.W. EL.=40'±PER TOWN OF BARNSTABLE T THE DESIGN ENGINEER. TYPICAL CHAMBER PROFILE o E PROFILE _ 1992 GROUNDWATER CONTOURS MAP SEPTIC TANKCHAMBER DETAILS t yy C *CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR � I� 2O D I STR I�UTI ON BO/1 DETAIL 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. (SEE MISC. NOTE#2 BELOW ALE S M T SCALE NOT TO SC ( ) I NOT O S DIFFERENT. NOT T SCALE TO ANY WORK& NOTIFY ENGIN EER IF D IFFERENT. O O 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM a PERC NO. 14384 APPROPRIATE AUTHORITY. DnnaMirniR. �- INSPECTOR: o o a d, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE EVALUATOR: Michael Pimentel, EIT CSE x THEY SHALL WITHSTAND H 20 LOADING. C.S.E.APPROVAL DATE: Oct. 1999 I DATE: June 6,2014 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. ` 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE N "' �. « � ,. � .,, ,�� a = k��,� TEST PIT#: 1 ..• - � �. MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ELEV TOP= 54.20' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, - <4 .37, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). ELEV WATER _ 3 I ' U3 o F X r ,r' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN PERC RATE _ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. Z _� ., p DEPTH OF PERC= 72"-90" 16. PROPOSED PROJECT IS LOCATED WITHIN: r���(A `S672j. MAP 101 �+ -..,L�zk `"' TEXTURAL CLASS: 1 ASSESSOR'S MAP 101 PARCEL 81 r r o cv'i� FRA 3g,� PARCEL 82 0- �--. L.00IUS + �+ e 3 :, x OWNER OF RECORD: TERRENCE&KATHLEEN MALONEY O S� EXISTING 1,000 GALLON SEPTIC TANK m \1 0" 54.20' ADDRESS: 16 BRADDOCK DRIVE c (� a 1 "r [(► ( TO BE UTILIZED IN THIS DESIGN " Fill p 4'I RET. WALL(TYP.) REELINE > _ 12 53.20' MARSTONS MILLS, MA 02648 3 " m 6q,� APPROX. LOCATION OF EXISTING DISTRIBUTION BOX A C3 A/E Loamy Sand FEMA FLOOD ZONE C C1iH,� �` 10Yr 3/2 *# 51.70 COMMUNITY PANEL# 250001 0015 C _ -EXISTING LEACHING PIT TO BE PUMPED, ,r � x t 30" ' O Q�H/I✓ - co w FILLED WITH CLEAN COARSE SAND PER F 17. DEED REFERENCE: DEED BOOK 7184, PAGE 316 WV GRAVEL DRIVE c° 310 CMR 255(3)& ABANDONED B Loamy Sand 18. PLAN REFERENCE: PLAN BOOK 334, PAGE 5 ZONE 2 " �r . 10Yr 5/8 \ m Q�Hi �`�' PROPOSED H-20 DISTRIBUTION BOX x xk_ w ttt P 19. ALL DISTURBED AREAS SHALL B�RESTARED TO ORIGINAL CONDITION. PROPOSED 3-500 GALLON"H-20 LEACHING s 48.20 '� AS CHAMBERS WITH AGGREGATE /� W 72" 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY z LSA lr 7 *. A k AS GAS �` .. ,s ;, # cxr �„ Perc FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY Gas r T. 54x9 55xs' : : "� a `..! " -' •'.; . <� -. 10 90" 46.70' FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. GA O , ,. PROPOSED 4" PVC VENT PIPE; r It .J gym, ♦ .,� EXACT LOCATION PER OWNER � ; � � � � -� ,� , :;;,� 21. A 4"PERFORATED SCH.40 PVC PIPE SHALL BE PLACED W A VERTICAL POSITION TO A #16 , / ,` =-= _ :,�, : ,l t 1 _: .. r DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A EXISTING / C Medium Sand REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. i 3-BEDROOM / O � � /�� 2.5Y 6/6 DWELLING 22. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE(FOLLOWING LOCAL UPGRADE 12"OAK = a" O /+ / LOCUS S PLAN i e O V U APPROVALS ARE REQUESTED FROM 310 CMR 15.221 T . I TOF 63.5_ »,2 N / ,` R E Q ( ) _ ,+ 54x3/ / /Q� Q 1. A 2. WAIVER FOR THE MAXIMUM COVER OVER THE DISTRIBUTION BOX. BFE -60.5_ 55xS ( 60 3 00 -5.60 O U O O O ♦ Cj LSA / O ,� /C� '`` SCALE: 1"= 1000' " 2. A 3.00'WAIVER 3.00'-6.00' FOR THE MAXIMUM COVER OVER THE LEACHING SYSTEM. / 130 43.37 ( ) ( ) FND.WALL / '` CG - "- ' a s z,sa Prl,E SWING TIES SCALE: 1 -20 TP 2 �� ♦ ,/ /�,� �C� No Standing,Weeping or Mottling Observed 54x6' /OQ \�'� DESCRIPTION HCA HC-2 �� / �, �� DESIGN DATA TEST PITY DATA LEGEND CB/DH H TP 1 5ax� ,/ 55x2/OC9 (� CORNER OF STONE(1) 38.1 60.4 / o/DE� h(0 54x2', PERC NO. 14384 r0 p CORNER OF STONE(2) 46.3' 62.9' INSPECTOR: Donna Miorandi, R.S. 50xO' EXISTING SPOT GRADE �o �nr 5� , ♦ / /Q- �, NUMBER OF BEDROOMS (DESIGN) 3 j ♦ // � gyp} CORNER OF STONE(3) 47.5' 33.5' DESIGN FLOW 110 GAUDAY/BEDROOM EVALUATOR: Michael Pimentel, EIT,CSE - - 50 - - EXISTING CONTOUR MAP 101 / /QQ- Q C.S.E.APPROVAL DATE: Oct. 1999 PARCEL 80 s,.PIN 1a^o�K 54x9, Q CORNER OF STONE(4) 39.5' 28.6' TOTAL DESIGN FLOW 330 GAUDAY 50 PROPOSED CONTOUR MAP 101 Benchmark d r DATE: June 6,2014 i / = 660 PARCEL 81 Nail in Deck Post / � �) DESIGN FLOW x 200 % GAUDAY 50 PROPOSED SPOT GRADE Elev. =60.00' �� / USE EXISTING 1,000 GALLON SEPTIC TANK TEST PIT#: � 1 29,841±S.F. Approx. M.S.L. ♦ / / PROPOSED INSPECTION PORT ELEV TOP= 54.60' GAS EXISTING GAS LINE /�� ♦ �� / / ELEV WATER= <43.77 � �O/� w- / HC-1 ' ❑/H/W EXISTING OVERHEAD UTILITIES OOO QO�/ .�... . h / \ ^� 1) ' PERC RATE W W EXISTING WATER LINE MAP 100 ��� / PARCEL 68 #16 2)/ / r INSTALL 3 - 500 GAL. CHAMBERS w/ AGGREGATE. DEPTH OF PERC- / TEXTURAL CLASS: 1 TEST PIT LOCATION OQ �/ / EXISTING �o. / SIDEWALL CAPACITY OF OLD �/ Q� / 3-BEDROOM O 0�j �/ /,�'T + S.F. = GAUDAY r EXISTING 1,000 GALLON SEPTIC TANK APPROXIMATE CENTERLINE /O / . (LENGTH WIDTH) (2 SIDES) (2 HIGH) (0.74 GPD/ ) (� WOOD ROAD(PERP.B. 334, PG.5). "♦ DWELLING _ -' ♦��Oi f TOF =63.5'± O /�Q .�� (33.5'+8.83')(2) (2') (0.74 GPD/S.F.) = 125.3 GAUDAY PROPERTY LINE FOLLOWS /�O' '�CENTERLINE OF OLD WOOD'ROAD Q0& � \� BFE =60.5'± � � /OQ- Q� 0" 54.60' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE ♦ 23. O `�' Q- BOTTOM CAPACITY _ " Fill , ♦ FND.WALL 0 /� CAP 12 53.60 Q PROPOSED H-20 DISTRIBUTION BOX / LENGTH x WIDTH 0.74 GPD/S.F. GAUDAY (4 ♦ - O ( ) ( ) - Loamy Sand ♦ -�t- = A/E � �'- 7 PD/ .F. 218.9 GAUDAY •8 33.5 x 8.83 0. 4 G S f , / c� ( ) ( ) 10Yr 3/2 PROPOSED 500 GALLON H-20 LEACHING CHAMBER / 4 ( �- MM, / f i /p0� k� w Q TOTALS: HC-2 / /t C), B Loamy Sand REV. DATE BY APP'D. DESCRIPTION DECK �� / /Q O TOTAL NUMBER OF CHAMBERS 3 10Yr 5/8 OA' TOTAL LEACHING AREA 465.1 SQ.FT. PROPOSED SEPTIC SYSTEM UPGRADE O Q" TOTAL LEACHING CAPACITY 344.2 GAL./DAY 72" 48.60' /QQ� QQ PREPARED FOR: CAPEWIDE ENTERPRISES APPROXIMATE CENTERLINE OF OLD Medium Sand LOCATED AT x WOOD ROAD(PER P.B. 334, PG.5). C2.5Y 6/616 BRADDOCK DRIVE PROPERTY LINE FOLLOWS MISCELLANEOUS NOTES: pO�iQO, �� CENTERLINE OF OLD WOOD ROAD MARSTONS MILLS, MA 02648 1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC Q/".rl / SCALE: 1 INCH = 20 FT. DATE: JUNE 17, 2014 SYSTEM COMPONENT. 130" 43.7T ?l� o 10 20 ao so FEET /� t�,� / No Standing,Weeping or Observed H��ru�ss � mmmmmmmmmmmmmmmmw 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED UIQ / p g g yG LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN AND JOHN L. am PREPARED BY: O RESERVED FOR BOARD OF HEALTH USE CHURCHILL JR. ALSO TO VERIFY NO GROUNDWATER ENCOUNTERED ABOVE EL.=41.20'. REPORT TO ENGINEER /�O}��,� / �. CIVIL JC ENGINEERING, INC. AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA OR Q�O N0.4 07 2854 CRANBERRY HIGHWAY GROUNDWATER IS ENCOUNTERED. i♦ �F� �R � EAST WAREHAM, MA 02538 TER PROTECTION OVERLAY / 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE GROUNDWA SITE PLAN 508.273.0377 DISTRICT AND THE ESTUARINE WATERSHED. Drawn By: BSM Designed By:MCP Checked By:JLC JOB No.2759 SCALE: 1"=20' I � -