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HomeMy WebLinkAbout0068 PILOTS WAY - Health 68 Pilot•Way,'- Barnstable :a A= 237-007_001 s . i r , o o . o TOWN (F�BARNS ABLE ,� j LOC TI N �� �SPilots �✓ SEWAGE# of ,�J ii a VILLAG ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. �i'!ci's C 6`4'�" F,�fA eff'-�, SEPTIC TANK CAPACITY LEACHING FACILITY:(type) Cal (size) 12A(/* NO.OF BEDROOMS 13�- OWNER PERMIT DATE: COMPLIANCE DATE: & Separation Distance ktiA een 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 r........ 13 i No� 26d -02 -------f�------ � Fee------�-i�' BOARD OF HEALTH TOWN OF BARNSTABLE Application-*rVef[ Congtrurt ion Permit Application is hereby made fo a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel Owner Address - 11----- - -- x l p - -- --_- _---------- Installer — Driller Address - Type oLguAdiag Dwelling-------------------------------------------------------- Other - Type of Building---------------------------- No. of Persons---—p------------------ _—__—_—__ Type of Well--- ----- - -------- Ca acit Zo GR-t,\-------------—— Purpose of Well-------- ���--- _—__-- Agreement: The undersigned agrees to install the aforedescribed 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 . f Co lia ee has been issued by the Board of Health. Signed . - - -------- — date Application Approved By date Application Disapproved for t following reasons:----- -------------------—--------------------------------------_-----------____-- ---------— -- ------------- — ----- - - --- —----------------— -— -------—— ------- date 1.�.� Zo O 0 2 G/ — __ _- Issued------ ^__ Permit No. -------�-- --------------------------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certifirate ®f Comb " nre THIS IS TO CERTIFY, That the Individual Well Constructed ( Altered ( ), or Repaired ( ) ��Z5 -- - ---�— -\ � Installer -------------------------- liz, at------- 5 -- - cw n s- (! �'a.---------------------------------- has been installed in accordance with the provisions of the TIn of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ------------------------Dated---------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-------------------— - —------------------------- — -- Inspector------------------------------------------------------------------------ i.4 No�_ 2 vab D Z ------------ --- � � Fee----------- --------- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*rVell Con5tructionPermit Application is hereby made fo a permit to Construct ( ), Alter ( ), or Repair ( -)an individual Well at: Location — Address Assessors Map and Parcel ------ ------ ----------------- O`wnner, Address -------- -------- Installer I Driller Address Type of B • y' R' Dwelling-- -------------------------------------------------------- Other - Type of Building ry -- No. of Persons------------------------ —__—_____—_____ Type of Well-— �---- - ------ -_Zt `� Capacity- -- -- - - --- Purpose of Well -��---- - =- s-`----- x� ' Agreement: The undersigned agrees to install'the aforedescribed 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 Co plianee has been issued by the Board of Health. ' Signed '4 ------ � date 1 Application Approved Bye— �=` 1 } — "� 16_� 0006 ------------- -------- date Application Disapproved for tl�'e following reasons:-------------------______—--------____--------_—__—___—_____—_ u ---------------------------------------- date Permit No. - _ZU G _"-0241 ------------------ /� Z O O fj Issued ------------------- - -- ------------------------------------- 'date '-------------------------------------------------------------------------------------------------------- i BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Comp iance " THIS IS TO CERTIFY, That the Individual Well Constructed ( , Altered ( ), or Repaired ( ) bY---------------- Installer i ' at--------1,rd} -- - -------' -�-� s Ct �-}-- -fit— O­v n_s_:�C,`pA o�-------------------------------------- has been installed in accordance with the provisions of the Torun of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. --------------------------Dated------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------- ----------------------— -- -- Inspector----------------------------------------------------------------------- �_------ -----a BOARD OF HEALTH TOWN OF BARNSTABLE Ivell Con5truct ion Permit No. Cao -G Z Fee------- ------ Permission is h by granted----- =7��=- ' ____ � __ `k, _ � J__f _________________ to Construct ( Alter ( ), or Re air ( ) an Individual Well at: No. - - --- -�=0 --—2'- -------------------------------------------------------------------------------- Street as shown on the application for a Well Construction Permit No. ------ z 41 - - ------ -- / 2 G o -- - -- ------------- Dated--------�-------------------------------�� -- -------- ---' / - Z o O fi _ Board of Health DATE-----�-=-------------- --------------- r No. O Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippY%cation for 33i!5po!5a16potem Con0tructiou Permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. U� j j Owner's Name,Address,and Tel.No. Assessor's Map/ParcelInonv:f—�1 F- Installer's Name,Address,and fel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size 1-3 — sq.ft. Garbage Grinder Other Type of Building ( No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided � CiL� p Plan Date /,,,r l 1 9 Number of sheets Revision Date Title Size of Septic Tank i5Uz 'Z rz) -IAQo Type of S.A.S. Description of Soil 0.** r Nature of Repairs or Alterations(Answer when applicable) lwkgn Date last inspected: , Agreement: The undersigned agrees to ensure the onstruction and maintenance of�h ore described on-site sewage disposal system in, accordance with the provisions of Title 5 the Envi onme t o 'to place the system in operation until a Certificate-of Compliance has been issued by this Boar f He Signe Date F Application Approved by ate Application Disapproved b : Date for the following reasons Permit No. 1 Date Issued No. ia4 Fee "'`M Entered in computer: THE COMO {WEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOW,.,N OF BARNSTABLE, MASSACHUSETTS Yes Rppl cation for Mizpotar 6P!5 em towaruction Permit Application for a Permit to Construct K Repair( ) Upgrade( ) .Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. : �?t Owner's Name,Address;and Tel.No. Assessor's Map/Parcel ,`` 1 R ti`l J'CJ-2SD'cif 5 5' Installer's Name,Address,and 41.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size ),q sq.ft. Garbage Grinder ( ) I Other Type of Building / No.of Persons Showers( ) Cafeteria( ) Other Fixtures f i Design Flow(min.required) gpd Design flow provided �Ea_exe f r Plan Date / l�1 Znr'7 Number of sheets Revision Date �- Title Size of Septic Tank to rZ = Ito o. Type of S.A.S. Description of Soil ' Nature of Repairs or Alterations Answer when applicable) `- ��/ a! i Date last inspected: / Agreement: ,.,. The undersigned agrees to ensure the construction and maintenance of thsKafore described on-site sewage disposal system in 1accordance wiih the prvisions of Title°5 the Environment "Code-a'n_dp_'7bot to place the system in operation until a Certificate of Compliance has been issued'by this Boar f Hea Signe - _ - Date' _7) `' Application Approved by i �� ate Application Disapproved b 7 Date v , for the following reasons C fi _ ' t Permit No. " / Date Issued j —:—————————— -- '———————————— —— -i //THE COMMONWEALTH OF MASSACHUSETTS-- BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( Repaired ( ) Upgraded ( ) 'r r� Abandoned( )by at �el F i '1' i L�fi t4��)�, .,z�4� �-: has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. /dated ~-Installer' Designer u,Mi °F 41 (k/,()�2 #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as.a guarantee that the system will func ion,as as Date `> i 6 Inspector �-- fX r; L- '———————— —— y No. s ��� Fee f THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS t lwigool �bpotem Construction Vertu it Permission is hereby granted to Construct ( Y'S Repair Upgrade ( ) Abandon1157 System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. ' Provided: Construction must be c mplet d within three years of 66da,t ,t-of t Date_ �� Appiovg4� FIROM :dawn cape engineering inc FAX NO. :15083629880 May. 22 2008 12:54PM P1 _ Town. of Barnstable WE Regulatory Services Thomas F. C eiler,Director $ 9bAA1d8p'R�l.E, s ti\ al Public Health Division Thomas McKean, Director 200.Main Street,:lyatnnis,MA 02601 Of-loo,: 508-862-4644 fax: 508-790-6304 Installer& Designer Certification Form 2 2: ' lllfa It:�,: Sewage Permit# --- Assessor's Mlap\Parcel L�fl; Hllfl@r: �1J G`. _............._ .... .. l�...._ installer: Address: yoly 4 011 4)9 s 0OF 'In/c/1, was issued a permit to instal l a (date) (1 installer 40t"" 6 ) sr,;.�t:3� system at �, 71- Z l �l� based on at design drawn by (address) dated l lZ,700 (designer) 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 i distribution box and/or septic tank. _..... l certify t1int 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 liollow. Of:MASS DANIPLA. � r' Signature) OJAIA V CIVIL W . No.46502 of `"a�sRE (13esigner's Signature) (Ail:�x signer s Stamp .Here) PLEASE RE,"YL TJKN j0 RARNSTAi1L.F. PUB 11C 1TF.A1,TH AT-VISION. CEII'1'RIC.A.Ul of C,'("1i%1PL'IAN'CE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CA.RD ARE Rjf..:CL,I`VED BY THE BARNSTABLE PUBLIC:1il✓AL'1'll DIVISION. THANK YOU. r x .i. cstleh/Scpt'i,c/f)esi�nier Ccrlifiall.iom Form 1-26-04.61c CERTIFICATE OF ANALYSIS Page: 1 Q' 9 #; Barnstable County Health Laboratory 9s�r�H,ysgti` Report Prepared For: Report Dated: 6/27/2008 R.Andrew Prchlik Order No.: G0847034 26 Hanson Lane Barnstable, MA 02630 1 Laboratory ID#: 0847034-01 Description: Water-Drinking Water Sample#: Sampling Location 68 P�dots Way_Barnmable_MA Collected: 6/19/2008 Collected by: All Cape Well Received: 6/19/2008 Routine ITEM RESULT UNITS RL MCL Method# Tested i Nitrate as Nitrogen 1.2 mg/L 0.10 10 EPA 300.0 6/19/2008 Copper ND mg/L 0.10 1.3 SM 3111 B 6/23/2008 Iron 0.38 mg/L 0.10 0.3 SM 311113 6/23/2008 Sodium 25 mg/L 1.0 20 SM 311113 6/23/2008 Total Coliform Absent P/A 0 0 SM9223 6/19/2008 Conductance 230 umohs/cm 2.0 EPA 120.1 6/19/2008 pH 6.9 pH-units 0 SM 4500 H-B 6/19/2008 i �m�a res veasstfietrc r b ms taste odor stain � L � wty �-:* Sodium level is shove the maximums on_tamrnant level .Those on_a7ow sodium diet,`rrray,wislr to consult u plrysrcrnu:_Theiwmter i 1 . y p p ( rn due to Iron: f g) etw -- -- ----= --- Approves By; AV, (Lab Director) } ci . i N •. C r-: •� tv ,:L� N .. t7cr N rn ND=None Detected RL = Rporting Limit MCL Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 -s CERTIFICATE OF ANALYSIS Page: 1 f Barnstable County Health Laboratory Report Prepared For: Report Dated: 6/27/2008 R.Andrew Prchlik Order No.: G0847034 26 Hanson Lane Barnstable, MA 02630 Laboratory ID#: 0847034-01 Description: Water-Drinking Water Sample#: Sampling Location 68 Pilots Way Barnstable,MA Collected: 6/19/2008 Collected by: All Cape Well Received: 6/19/2008 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Dichlorodifluoromethane ND ug/L 0.50 EPA 524.2 yn 6/20/2008 Chloromethane ND ug/L 0.50 EPA 524.2 yn 6/20/2008 Vinyl chloride ND ug/L 0.50 2..0 EPA 524.2 yn 6/20/2008 Bromomethane ND ug/L 0.50 EPA 524.2 yn 6/20/2008 1,1,1,2-Tetrach loro ethane ND ug/L 0.50 EPA 524.2 yn 6/20/2008 1,1,1-Trichloroethane ND ug/L 0.50 200 EPA 524.2 yn 6/20/2008 1,1,2,2-Tetrachloroethane ND ug/L 0.50 EPA 524.2 yn 6/20/2008 1,1,2-Trichloroethane ND ug/L 0.50 5.0 EPA 524.2 yn 6/20/2008 1,1-Dichloroethane ND ug/L 0.50 EPA 524.2 yn 6/20/2008 ],I-Dichloroethene ND ug/L 0.50 7.0 EPA 524.2 yn 6/20/2008 1,1-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 6/20/2008 1,2,3-Trichlorobenzene ND ug/L 0.50 EPA 524.2 yn 6/20/2008 1,2,3-Trichloropropane ND ug/L 0.50 EPA 524.2 yn 6/20/2008 1,2,4-Trichlorobenzene ND ug/L 0.50 70 EPA 524.2 yn 6/20/2008 1,2,4-Trimethylbenzene ND ug/L 0.50 EPA 524.2 yn 6/20/2008 1,2-Dibromo-3-chloropropane ND ug/L 0.50 EPA 524.2 yn 6/20/2008 1,2-13ibromoethane(EDB) ND ug/L 0.50 EPA 524.2 yn 6/20/2008 1,2-Dichlorobenzene ND ug/L 0.50 600 EPA 524.2 yn 6/20/2008 1,2-Dichloroethane ND ug/L 0.50 5.0 EPA 524.2 yn 6/20/2008 1,2-Dichloropropane ND ug/L 0.50 EPA 524.2 yn 6/20/2008 ?,5-Trim.eth-vibenzene -'ND „'n 0.5!r �E?z ' ,�.2�- �2 yi1 6/20/2008 1,3-Dichlorobenzene ND ug/l, 0.50 EPA 524.2 yn 6/20/2008 1,3-Dichloropropane ND ug/L 0.50 EPA 524.2 yn 6/20/2008 1;4.-Dichlorobenzene ND ug/L 0.50 5.0 EPA 524.2 yn 6/20/2008 2,2-Dichloropropane ND ug/L 0.50 EPA 524.2 yn 6/20/2008 2-Chlorotoluene ND ug/I- 0.50' EPA 524.2 yn 6/20/2008 4-Chlorotoluene. ND ugfL 0.50 EPA 524.2 yn 6/20/2008 Benzene ND ug/L 0.50 5.0 EPA 524.2 yn 6/20/2008 Broniobenzene ND ug/L, 0.50 EPA 524.2 yn 6/20/2008 Bromochloromellane ND ug/L, 0.50 EPA 524.2 yn 6/20/2008 BromodieWoromethane ND ug/1., 0.50 EPA 524.2 yn 6/20/2003 l3romoforrn ND ugJL 0.50 EPA 524.2 yn 6/20/2003 ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 CERTIFICATE OF ANALYSIS Page: 2 til 7g7' t Barnstable County Health Laboratory 3gsst�H,y % Report Prepared For: Report Dated: 6/27/2008 R.Andrew Prchlik Order No.: G0847034 26 Hanson Lane Barnstable, MA 02630 Laboratory ID#: 0847034-0I Description: Water-Drinking Water Sample 4: Sampling Location 68 Pilots Way Barnstable,MA Collected: 6/19/2008 Collected by: All Cape Well Received: 6/19/2008 EPA 524.2- Volatile Organics by GC/MS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Carbon tetrachloride ND ug/L 0.50 5.0 EPA 524.2 yn 6/20/2008 Chlorobenzene ND ug/L, 0.50 100 EPA 524.2 yn 6/20/2008 Chloroethane ND ug/L 0.50 EPA 524.2. yn 6/20/2008 Chloroform 0.76 ug'L 0.50 80 EPA 524.2 yn 6/20/2008 cis-1,2-Dichloroethene ND ug/L 0.50 70 EPA 524.2 yn 6/20/2008 cis-1,3-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 6/20/2008 Dibromochloromethane ND ug/L 0.50 EPA 524.2 yn 6/20/2008 Dibromomethane ND ug/L 0.50 EPA 524.2 yn 6/20/2008 Ethylbenzene ND ug/L 0.50 700 EPA 524.2 yn 6/20/2008 Hexachlorobutadiene ND ug/L 0.50 EPA 524.2 yn 6/20/2008 Isopropy�lbenzene ND ug/L 0.50 EPA 524.2 yn 6/20/2008 Methylene chloride ND ug/L 0.50 5.0 EPA 524.2 yn 6/20/2008 Methyl-tert-butyl ether 1.7 ug/L 0.50 EPA 524.2 yn 6/20/2008 Naphthalene ND ug/l, 0.50 EPA 524.2 yn 6/20/2008 n-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 6/20/2008. n-Propylbenzene ND ug/L, 0.50 EPA 524.2 yn 6/20/2008 p-Isopropyltoluene ND ug/L 0.50 EPA 524.2 yn 6/20/2008 sec-Butyibenzene ND ug/L 0.50 EPA 524.2 yn 6/20/2008 Styrene ND Ug/L 0.50 100 EPA 524.2 yn 6/20/2008 tert-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 6/20/2008 Tetrachloroethene N!D i:g L. 0.50 5;0 EPA 524.2 yn �6/20/200S Toluene ND ug/L, 0.50 1000 EPA 524.2 yn 6/20/2003 Tctal xylenes ND ug/l, 0.50 10000 EPA 524.2 yn 6/20/2008 trans-1,2-Dichloroethene ND ug/L 0.50 100 EPA 524.2 yn 6/20/2008 trans-1,3-Dichloropropene ND' ug/L 0.50 EPA 524.2 yn 6/20/2008 Trichloroethene ND ug/L 0.50 5.0 EPA 524.2 yn 6/20/2008 Trichiorof7uorometha:ne JND ug/L, 0.50 EPA 524.2 yn 6/20/2008 Sodium level.is above the nzrxiinurn contaminant ieveL Those on a low sodium diet may wish to consult uphysician. The water may Present aesthetic problems.(lave,odor,staining)dite to Iron 7 Approved By:,-, - - - (--- (Lab Direcuir)I' ND=None Detected RL = Reporting Limit - MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 t'-a' a'-e' T F' 5 rIe \l 4 1 W I o I w 0 I' 0 C yy F�77 ° DIA CORRUGATED I D I _ GALVAN12eD STEEL I AR AHAAYTMBED, PGfA�InVeL I I --BM PKT 1,- r_—lam I m ———————— — ----------------- —J _ 1.= _ I I ____ ___ T TeM�T I I TYPICAL NOTES- In ---------- ----------- ply NOTES-- r OB17 L——J m TIIHH IMDie'EIGP GIT ODING STRUGTURA�I,ENGINeeR/De81GNeR TO PERFORM FRAMING IN8P8EGTION W III 10'TNK x T-10' II I FOR FOOT SUPPORT AHOVC WWEN PR4MING 19 COMPLETE AND PRIOR TO.eNGLOSURE B7 INTERIOR WALL PLASTER HOARD/PINISW, III COI+c WALL DNcoNc II I t ■ LL III CON'T 10•xto' 10• i b_ • a I FOOTING II I I. I 0 III 0 II )1 LVL DROPPED I I / FLtLSNIt / C .■III J II __ _ _ b Iw f —III !' >III K W� s IR III _ ''ll °' I I g,_o, axa I4 oy i 6,-o, 5g WaL' I I �II I 4YY I III n II I II I Y� m 7. 3 I 7-O I 1d TNK x T-10' I D)1%x1114, LVL DROPPED I I ` I III 'v I CONE,WALL ON DM MT r--1 r-- r---1 r--1 r--1 r—J I-1 _,10 L -----) 9 I CON'T A0'x10° CONC Im II h I FOOTIwBASEMENT NOTES: 1=�=-EL =LIE-a�-a = 7= = _ —JI====1= I r I ■ r——J L— J L—_II 1 IT I"I =_— = I — 1————I— I I I - I L ——— — I.MAI}}�.I FOUNDATION WALLS TO Bg 0 POURED CONE W/$/W BARS TOP ILL__IIL L__J L__J i�I�J I _I_————I t DOTTon ReST FOUNDATION ON IOJX4d STRIP FOOTING. I I I I I PROMpC jplD HDp�R %RS CONTINUOUS Iy STRIP FOOTING W/ I u 10 - (' III UNFINISHED O L J 5M JT — ---- I sF6"•IaMr�J� T� �oaTINO�SPlioi4lDe D/8°z°'J'ANIXCI�OIeNDID u1 b I I ,CONC,I WA II III BASEMENT __=11 II IFI P4 o SYYT U 8 i/4'LONG.PILLED q _'.3III n I HOLTS•■.4-o D.c,MAX,wx, W BTL.LALLY COLUMN I JAR FOOTING°x10° CANL, �e II • � III ALL PARALLELS PARTITIONS �j III l 6 ■ II III I COLUMNS TO EALL XTEND TO FANG BELOW.L STEEL COLUMNS TO PROV O!iG x0/5'CAP PLATE RETE FILLED LY Q_ [� I F CONC,FOOTING, TYP. II ; �— _III D III J 'c III b z II 0 II y I I ro t 7-021.8/4'BASE PLATE W/0 83/4' DIA.ZOLTB,WELD ALL CONNECTIONS C/] . n I. ■ FOOTINGS TO BC 9t'x96•xYl'SQUARE CONCRETE W/a e5 BARS GACW WAY, V K ■ �-——, II; -e a, DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS, L J S U9°COW. PILLED F III ' • 'm Jg " J II ~ II J 0 I 4.CONCRETE BLAB TO HE 4'POURED CONC,ON COMPACTED FILL. O W UIS a ON.LAL YI1° D IIII ° J II II � I CVT JOINTS ALONG WALLS AND SLAM COLUMN LINES. .Z Q I = ■I M x^III = h R - - F D CONTRACTOR TO PROVIDE BASEMENT VENTILATION ASCONC,FOOTING, TYP. A'} T O ,n1 RCOUIRID DY CODE(WINDOWS OR MGLNANICAL)L______________ II c " 5� _II 11 I�xIt VL FLUSNI 10° TNK x T-10° I III T 1 I {,GON7ICACTOR SHALL LNSURL THAT ALL FOUNDATION WALLS nAINTAINLONG WALL ON r —— U �IIII4'-0'MINIMUM COVER.------------ — lo_d aoYlo° coNc I 1 0 g I '_ 7,PROVIDE WOOL STIFFENING PLATES AT ENDS OF STGLL SLAMS, TYP, zi{ 1II IIIIII FIN4 _-.-1 i O /�`y I I °� ° g)I ill r,�' LVL PL I 8, BEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS, �3• v - I L-—————�11-——————————fc�OWIT — ——— A p � I - 9.CONTRACTOR SHALL NOT SCALE DRAWINGS POR DIMENSIONS. ANY MI891NG, p=" I h INCORRECT oR ouEBT1ON4BLE DIMeN&ION9 NOT BROUGHT TO THE AT b I ■ ■ __———_ I J I L I I oP THE D631GNeR BECAME TWO RESPONSIBILITY OP TWE CONTRACTOR. PR IDE MD REBARB• ' I • I - I ui I 10.GARAGE ANC oTWER PILLED PpUNDATI S Id POURED RETe WALL s I - 17�O.C.yERT'I MAIN I T L____Q e__ ♦ 7 e q _ I' WW// t BOTTOM EWRB. REST FOOUNNDATION ppN TO°XC O�'CSTRIP POOTIN I FOUNDATION WALL TO TIE I / I ——;!EE J 1' 9'-a° 1 PR�IDB >tDfA�MTUousWOIZONTAL BARS ANDKEYWAT IN STRIP POOTI `,4)'1x10 7■8 S IG°O.C. C NN FROST YJALL9. TYP, ( II I b , LAP TOSPAGEDB■YI4'OiC,veRTlu LL7. PRgiLDe eRAe x9�jlm eINPO�RLGTB ia8XHEADER CONNECTION WWLRELH ---__ ___——IS —CBNTINuo——JII I � PROVIDE 65 RESARB S , L____ 'I'- O,C,nAx, ___= c_____ _________ I -I ' I I�'O.C.pNyEWRgT�IN MAINFN_ FRTWALLSTOTY I w �3_10 _______ _____________ CONNLOTION WHEREPOUR_ UOUS.. WALL ON � 11 ATP DOOROOPENINGS I - � ZON'T 00'Id0' FANG I I n\—1 w Ny-- FOOTING _ I I \. LL- Q-1 PROVIDE 10' DIAM.SONG- - TI.®G W/SIGPOOT rOOTING °, I .n FOR POST SUPPORT ABOVE V,Lu TG�XC/I O RBCODE�og w wa I I /w/ •"- J IFCONNWTIONs W/LIVING SPACE I QI I j$ GARAGE SLAB i I Q W Q O Z z 0 rL 4°x4°xl/4° I I IBTEEL TUBE STEEL I F m I ————__— oIZOPPeD STEe�Senn ri.Ds.—— - ' I J' WRAf/re w0OTTW T FILLEBD FFOUNDAATR°Ns, I I - i.. REST FOUNDATION BA ON 70MI0'STRIP pDOTING. I I I PROVIDE WW1//■YD HOR12.BAR&CONT. IN STR71P I P MAN WALL BARS?PRpPyIDEPTRAN�S TISON O g REINFORCING W/ApDRpNyORIZ,HA PACED p i i V ERT,■IHOLTB■467% 0",MAx p ANCHOR I. i t y �0 = ��i as 10'TNK x 4'-8' Rid,COLWi FOOTING :CON'T YOo CONC. Q -- J ------------ ___________ Y� a CONTRACTOR SHALL SACKPILL W/CLEAN O MAINT4IN Ae' MINIMUM COMPACTED PILL raoTING eOVEreAGe 79'-O' it Goe0 g • ~ Z N w O 8i.gr O TW244►"TN2446 ip .�; U �REAfCFAST - Y Imo 00 z STEPS M o TM44 WW244WOC446 TW244f FW4606B TW240 Y 1 i I S 0 4'-0" 6'-0• 7'-B' b MASTER BEDROOM LIVING ROOM c �b OUTSIDE IB'.B'vl4'-B' w'-o°vIB'-o° JI I G OW b B oIa'g Z1L.1 9-LIT q-LI TC o ' iv TW 6 2YB DN. o B•vB•COL.ON 8068 So" 2w _ 2y8 a I2'.v 42'h � w cn o Ell CAPPED KNEEwALL w 91 E— if u bm ® II ;� o co Cif—U4 W r a C MAST. c 0 E- $ RISERS � BATH ., TREADS---- Q U I Tw —. O I UP D i DINING. 2'4° 6i'�,n z C O v I � I � iB'-2"v@'-0' - � I. i7*Al' RISERS I qr. TW2446 TW244y I I f TW244f _ READS OPEN ABOVE m m 'iS FOYER v I 4'-O° B'- ' 4' 0•Cn UP I —— nl 4'-0° '-4 9'-10' B'-4° I - v . I OVL20E0 T 'fr 6 A�L TE VAULT _ B ' R18ER8 - c 7'40 v --___ a g''4° J woo n)14' B.L. O C - THCRHATRU INS ULATlD 2B'-0°k6'-0' ----_-- Z W U FtSERGLABB DOOR W/ f'°6'P.T.POST 20 HIN• H_____ , INTCGRATCD SIDS LIGHTS I%4 MANOf ANY DECKING WRAPPID TO 1 I Q v N ON P. PRAHC 101 SOUARC TYP. ® b r_____, _ - <. Z n W IY PROVdD�i LAYER B/B' R-W Q TYPC % rrIW LIVI GwB • 9-LITE - C�x L •CONNECTIONS W LIVING APACE � in FLOOR LIVING 80 FT. IBLf ^, _._.__._._._. .� - 2nd PLOOR 80 PT. 1046 IL W >- o TOTAL LIVING 28E6 Lu Ill m Q GARAGE 80 PT, 674 g A {Da¢ FRONT PORCH 00 FT. 140 FUTURE STUDIO AREA 80 PT.449 Z U)F TOTAL. 4168 LL A Q �z W _ L ri T - APRON L O g rr•4f b -_ GARAGE lb ir NOTE. ALL WINDOWS ARE TO BE �� � ANDERSON 400 SERIES —._._.—_._._._. _ INSIDE AND OUTSIDE GRILLES 0 ip TW2446 T542446 m Q' 1. 9LL IXTERIOR WALLS SHALL HC 27(6 °O \ ._O. •LL O.G.UNLESS OTNERWISE NOT 1 O 2.A L INTXRIOR WALLS SHALL BC 2X4 .+"- • 6'-O' '-O' 51-0• 24 0° •LL O.C.UNLESS OTHERWISE NOTCD. �I O 9. RACTOR SHALL VERIFY ALL y.�INDOW m ROUGW OPENINGS PRIOR TO ORDERING WINDOWS. �. p 4.CONTRACTOR SHALL VeRIPY ALL DIHENSIONB V' 1-1- PR OR TO CONSTRUCTION. CONTRACTOR �' A88UHCB REBPONBIBILITY FOR ANY HMING OR N w .FJ - INCORRECT DIP NBwNa NOT BROUGHT TO T� TN!ATTENTION OF 714E DESIGNER. 0 (A U A w x 5 c c U y S W O I TW2436 TWa44j6 TWa4* I TP0446 TW2446 TW2436 Q p O Q BATH #2 6 3 H 8D7200M #3 i4 ® v Ica LING 1 I .FJ F �r¢K 90" aa� awes a .. - a B' . 26" b o a66e Q I o BEDROOM #2 vN. Is'-4°xar-o' 9 cn OPT E-- �•� ' l5066 F i e I r-J 6 506B F I P4 w cn F I Z�Q I y _ BEDROOM #4 I 121-B•x14'-4° + t4 N TWa4%I ITWT496 PI I - - y, 1i p it 9 '6 OPlN 89LOW `? �• Ca ! v I TWa44 TWa 6 TW0446 1 - e 6 a V J W a- IL Q 3 E 46'-0' 26 0° LZ O Uj^ J G A ------J >� R-1 Q i z A N jL s Z OL w z ? 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Sd iPy W W� Y�y y, PS@lLOi lPl-1 ll � : ------__ Br2 rc I� lf!r LVL PITCH RDel ______ _ j -------- rr. SLOPE PITCH @II2 POST PITCH W ON B a' e Q aZzsg Wz3 Wg I �I.OP! w_supp55 N O' u \\ III // •l S I I �` INAV E I _pp jj .5 l¢ ry�lW K saw Ez a Iy ry poi ------- — --=---=--- —�1�/J=—=�.-- ' -- — I IF 2)2 / 9 b=�u= POST A I 1 i L PNSA 1— , , IIIY'--I'II _ 9�W _ _= bd 'aU 171 uarc$ivCOac ROOF PLAN � T III \\ U _ SCALe, I/B' - 1''0' PITCW Cn o '.% SR4 WALL I I Er— I, $ pi I �. C T H I - // I 2xt1 o rA,`\\ 9 0 I Ji , 1 1:'_:.'_ II n^ uI I o� ry p 14)I4all' k iJ i i •:. III Idd � n E— L Sv M1',.•. I ALLEY I °p P�1 • \ ::..... •.. .:1..: z ~ )Iif°� LVL \\ I � I _ _ ° Z ?r10 16" .C• RIDGe \\ I I- J s I I if LVL O Lz7 C/] ~ 2x121 RIDGE , - - 1 ( \\ ,i I NAILER I�-R)jDG! I I o — —— ——1 �I�a1 �L HPR_— i .r I i _ i i i u�r 4xe Ib ot�ll —T 1 1 Go ~ POST 202 VALLEY I• I I . ON I FF---�� - - - _-- III III 1= b v I I I i ONb `i , N L.. _ 2xl0 IB°O.G. e _ 2x12 VALLEY I N)IADCR LVL _ J - z q I n xl2 HEADER I OVAL W ATTIC III -- -------- I � ��„ 2xB NAILER ON / I r \ III POST 1 I P� I T 7 2x10 WEAVER I .I.I I PaeT ° 2x10 16°O.0 __ ________ LAY-ON ROOF I DN I I DN III O DW I ON �'. _ f�, I 1 i I i______i W/2.5 If."O.C. • - - -- -- - II ., j.� U POST........................:..... ....... - II - -- -' ----- 1 4 t f i 'Ir POST vON _ - - - -� WU -- �_ 27WY�PV iRPORCW III TYPICAL LVL/GLULAM BOLTING/NAILING Z W C TPLY 1,12-PLYWOOD HAPE I i MULTI 19/4" BEAMS 0 / II ,^ ARCHED ROOF W a;a-w°Ni1LeR's .A I II / > o I W Q I / J N 2 p1=96 0.1• 2 ROWS a OD NAIu 0 IrD.C. LL to Q 8•xB•CNAMPERCD g I, I ' a• LL Q Q OJ TO RECEIVE JOISTS jizp 3C __ _o 'iL _ __ _ __ __ __ O Lt,l _a >Typ I� L W 2■fo FYp �Iry�p�U' 1 / e r2ees e-4• a Raus OF yr rnAn aft�o IV o.a O 4 ry. _= IY*& r I I r .. W - ' �• W �- 4 rlceee mm x Ram or yr olAn Ban 0 Ir O.C. 0 Et f�ttt MULTI 9 I/2' BEAMS Sg f t I , 1 3q 6t • I�--i i i I I i i i �d�� E$ I I I I 2 r2Cx6 0-5• 2 ROW Or Vr MAM Ban B Ir O.C. P09T '• nN POST ° a ON �j c z U T 1 n 1 LEGEND SEPTIC PROFILE NOTES 100.0 PROPOSED SPOT ELEVATION TOP FNDN. AT EL. 56.8' ACCESS COVER TO WITHIN B" OF FIN. GRADE NOT To SCALE) 1. DATUM IS APPROXIMATE NDVD ACCESS COVER TO WITHIN 3 OF FIN. GRADE LOCUS ACCESS COVER (WATERTIGHT) TO 2. MUNICIPAL WATER IS NOT AVAILABLE Roilrood +100.0 EXISTING SPOT ELEVATION 2S•0' MINIMUM J5' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM n , 56.0 3. MINIMUM PIPE PITCH TO BE J8 PER FOOT. -[100] PROPOSED CONTOUR � ,o 2" DOUBLE WASHED PEASTONE RUN PIPE LEVEL OR GEOTEXTILE FABRIC ALL SYSTEM COMPONENTS SHALL BE a , *53•8' FOR FIRST 2' MARKED WITH MAGNETIC TAPE OR 4. DESIGN LOADING FOR ALL PRE UNITS TO BE AASHO a o 100 EXISTING CONTOUR PROPOSED 1500 � 3' MAX. COMPARABLE MEANS FOR FUTURE LOCATION. H- 10 F GALLON SEPTIC Route 6A 53.3' TANK H- 10 5 .05 6" sum P 53.11 5. PIPE JOINTS TO BE MADE WATERTIGHT. s ( ) GAS 52.51 Cope Cod o B►�� 52.68 0 0 0 0 0 0 C)'0 0 6. CONSTRUCTION DETAILS TO BE IN ACCCRDANCE WITH Community c 52.31 p p p p p p p p p MASS. ENVIRONMENTAL CODE TITLE V. Co/%fie ( 2'S96 SLOPE) �6" CRUSHED STONE OR MECHANICAL pppF7 = 17711=10F7 `' z COMPACTION. (15.221 (2]) 2' p p p p 0 p Gl p p 50.31 7. THIS PLAN IS FOR PROPOSED WORK ON_Y AND NOT TO a° ��. p Route 6 DEPTH OF FLOW = 4'TEE SIZES; ( 1 3/4„ TO 1 1/2„ DOUBLE WASHED STONE X SLOPE) ( 1 X SLOPE) - BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. INLET DEPTH = 1 0" 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Exit OUTLET DEPTH = 14" 16 9. COMPONENTS NOT TO BE BACKFILLED CR CONCEALED LEACHING 8.01' WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION*THE INSTALLER SHALL VERIFY THE FOUNDATION 20 SEPTIC TANK 37 Do BOX 22 FACILITY OBTAINED FROM BOARD OF HEALTH. LOCU S MAP LOCATIONS OF ALL UTILITIES AND ALL 10. CONTRACTOR SHALL 8'E RESPONSIBLE OR CALLING SCALE: 1" = 2,000't BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ASSESSORS MAP 237 PARCEL 7 SEPTIC SYSTEM OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO LIMIT OF SUITABLE COMMENCEMENT OF WORK. MATERIALS FROM LOCUS IS WITHIN FEMA FLOOD ZONE "C"TH-1 EL. 42.3' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE AS SHOWN ON COMMUNITY PANEL #250001 0003 D (MAYBE VARIABLE) REMOVED 5' BENEATH AND AROUND THE PROPOSED DATED JULY 2„ 1992 LEACHING FACILITY. / 12. "C1" HORIZON (LOAMY SAND) AND "C" HORIZON (MEDIUM ZONING SUMMARY co SAND) TO BE UTILIZED FOR SAS. SEE SOIL LOGS FOR LIMIT OF SOIL REMOVAL. ZONING DISTRICT: RF RESIDENTIAL DISTRICT SEPTIC DESIGN: / 13. NO KNOWN SEPTIC SYSTEMS WITHIN 150' OF PROP. WELL MIN. LOT SIZE 87,120 S.F. GARBAGE DISPOSER IS NOT ALLOWED MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' / DESIGN FLOW: 5 BEDROOMS 0 110 GPD = 550 GPD MIN. SIDE SETBACK 15' USE A "50 GPD DESIGN FLOW MIN. REAR SETBACK 15' 181.20' SEPTIC TANK: 550 GPD (2) = 1100 SITE IS LOCATED WITHIN THE AP OVERLAY AND THE RESOURCE PROTECTION OVERLAY USE A 1500 GAL. SEPTIC TANK DISTRICTS TLOT 2 92,889f SF LEACHING: ' SIDES: 2 (42 + 12.83) 2 (.74) = 162 GPD REFERENCES BOTTOM 42 x 12.83 (.74) = 398 GPD TOTAL: 756 S.F. 560 GPD DEED BOOK 19499 PAGE 322 I I PLAN BOOK 583 PAGE 100 +4s.s USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 1 WITH 4' STONE ALL AROUND I 1 44 I I MA o APPROVED DATE BOARD OF HEALTH I � II 48 N �6 TEST HOLE LOGS 1 ENGINEER: DAVID FLAHERTY, R.S., SE2755 I �8 WITNESS: DON DESMARAIS, R.S. +48.6 DATE: JUNE 23, 2006 I I 50 +51.2 PERC. RATE _ < 5 MIN/INCH CLASS I SOILS P# 11330 l a O PRW.VAU J ,. I EXISTING ROCK WALLS ARE SHOWN IN 2 ELEV. ELEV. 4 4 TITLE SITE PLAN ` APPROXIMATE LOCATION FROM GIS MAP 0" � 52.5 0' 53.0 0,. 50.0 ELEV. Q 54.5 ELEV. \ \ h� ( A i48) i i OF LS X/LS LS LS low. A 52 50 " 10YR 4/3 ,9 10YR 4/4 " 10YR 4/3 10YR 4/3 LOT 2 PILOTS WAY A 1 i k ► _ +52.8 12 51.5 .,. 8 52.3 7 4 .4 g 53.7 2' B B (WEST) BARNSTABLE, MA w h `LS LS /LS LS BENCHMARK: c h- � � � 10YR 6/6 �� 10YR 6/6 10YR 6/6 10YR 6/6 � PREPARED FOR SPIKE SET EL. 51.22' 1 '� 28 50.2 24 51.0 30 47.5 32 51.8 5� C1 ANDREW PRCHLIK 1N-3 2s. 8.4' 10YRS6/4 C PERC C PERC C DATE: OCTOBER 15, 2007 122" 109 COBBLES 42,3' 1 / 8 REV JUNE 12, 2008 (WELL, DRIVE.) I t PROPOSED 5 ,�+ D BR DWELLING 01 00 LS LS MS Scale: 1"= 30' TOP OF FNDN EL 56.8' + PROPosEo 3 .6' 10 �.C2 10YR 6/4 10YR 6/4 2.5Y 7/4 0 15 30 45 60 75 FEET GARAGE a (SLAB) / SILT i LOAM 10% COBBLES 711 EL 56.3' 2.5Y 7/2 'q& qa 7S off 508-362-4541 I 56 000 4 126" 42.0' 144" 41.0' 126" 39.5' 138" 43.0' fax 508 362-9880 rn " ° 10 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED OF Mqs �fN OF Mqs� 9c down cape erg q in e erin g, inc. I208. 2 0`'� ARNE HNC ARNE �GN H. Cl V11 ENGINEERS � BENCHMARK: CIVIL OJALA I I +54.7 h SPIKE SET EL. 54.31' No 30792 �N • 6 a LAND SUR VE YORS I I = UNSUITABLE MATERIAL �o� F S 7 E�`�G o ON 9.39 Main Street - YARMOU THPOR T, MASS. DATE ARNE H. OJALA, P.E., L.S. DCE #0I -25 �. � �� %)]y _()-%CL 07-129 SPALT\DWG\07-254 PRCHLIK-SP.DWG (DDF) LEGEND SEPTIC PROFILE F NOTES C R ILE 0.0 PROPOSED SPOT ELEVATION TOP FNDN. AT EL. 56.8' " NOT TO 1. DATUM IS APPROXIMATE NGVD 10 PR ACESS COVER TO WITHIN 6 OF FIN. GRADE � � ACCESS...COVER (WATERTLGHT� TO A ESS COVER TO WITHIN 3" OF FIN. GRADE LOCUS 2. MUNICIPAL WATER IS AVAILABLE +100.0 EXISTING SPOT ELEVATION „ WITHIN 6" OF FIN. GRADE Raiirood/F2-87.07--1 MINIMUM .75 OF COVER DYER PRECAST 2X SLOPE REQUIRED OVER SYMIM " 3. MINIMUM PIPE PITCH TO BE1/8 PER FOOT.100] PROPOSED CONTOUR 2" DOUBLE WASHED PEASTNE RUN PIPE LEVEL ALL SYSTEM COMPONENTS SHALL BE 73 *53.8' FOR FIRST 2' OR GEOTEXTILE F�RIC, MARKED WITH MAGNEriC` TAKE OR 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO 100 EXISTING CONTOUR PROPOSED 5OG .;, 3' MAX. COMPARABLE MEANS FOR FUTURE LOCATION:-- H- 1-0 _ GALLON SEPTIC 5 05' F Route s- 533 TANK (H- 1:0 ) 3. � .11' S. PIPE JOINTS TO BE MADE WATERTIGHT. . _ - 52.68' 5 "51 Cope Cod o C=1 0 � 0 00, 17-71 1:1 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH Community o g 0 52.31 �1 � 710 0 OC� 01O c Col/ege a MASS. ENVIRONMENTAL CODE .TITLE V � �(2.596 SLOPE) 6" CRUSHED STONE OR MECHANICAL O O 0 0 0 COMPACTION. (15.221 [21) 2' CI 0 0 (� c rJ0.31 DEPTH QE FLOW 4' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO o �� o Route 6 ( 1- z SLOPE) ( � x SLOPE} BE USED FOR LOT LINE STAKING OR._ANY OTHER PURPOSE. _ WE SIZES: 3/4" TO 1 1/2" DOUBLE W/SHED STONE INLET DEPTH 100 " 8. .PIPE FOR. SEPTIC SYSTEM. TO SCH. 40-4 PVC. _ Exit: OUTLET DEPTH 14" 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 16 FOUNDATION 20' SEPTIC TANK 37' D' BOX 22' LEACHING 8.01 WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION *THE INSTALLER SHALL VERIFY THE FACILITY OBTAINED FROM BOARD OF HEALTH. LOCUS MAP LOCATIONS OF ALL UTILITIES AND ALL SCALE: 1" 2,000' BUILDING SEWER OUTLETS AND ELEVATIONS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR' CALLING PRIOR TO INSTALLING ANY PORTION OF DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION SEPTIC SYSTEM OF ALL UNDERGROUND & OVER Ii hTi€ -P TO ASSESSORS MAP 237 PARCEL 7_ LIMIT OF SUITABLE CO __._.. MATERIALS FROM LOCUS IS WITHIN FEMA FLOOD ZONE "C" TH-1 EL. 42.3 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE AS SHOWN ON COMMUNITY PANEL #250001 0003 D MAYBE VARIABLE REMOVED 5' BENEATH AND AROUND THE PROPOSED DATED JULY 2, 1992 ZONM SUMMARY- ( ) LEACHING- FACILITY. 12. -Cl- HORIZON (LOAMY SAND) AND "C„ HORIZON (MEDIUM co SAND) TO BE UTILIZED FOR SAS. SEE SOIL LOGS FOR LIMIT L OF SOIL REMOVAL. ZONING DISTRICT. RF RESIDENTIAL DISTRICT SEPTIC DE,S4GN, MIN. LOT SIZE 87,120 S.F. f GARBA(.E DISPOSER IS NOT ALLOWED _. --_ _ . ""J MIN. LOT FRONTAGE 150-' / MIN. FRONT SETBACK 30' DESIGN FLOW. 5 BEDROOMS 0 110 GPD = 550 GPD MIN. SIDE SETBACK 15 _ USE A 550 GPD DESIGN FLOW MIN. REAR SETBACK 15' SEPTIC TANK: 550 GPD (2) = 1100 SITE IS LOCATED WITHIN THE AP OVERLAY AND THE RESOURCE PROTECTION OVERLAY USE A 1500 GAL. SEPTIC TANK LOT 2 DISTRICTS.. 92,889t SF LEACHIIIG: - SIDES: 2 (42 + 12.83) 2 (.74) = 162 GPD ES BOTTOM 42 x 12.83 (.74) = 398 GPD REFERENCES TOTAL: 756 S.F. 560 GPD DEED BOOK 19499 PAGE 322 ( � PLAN BOOK 583 PAGE 100 +4ss USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND 44 MA \ I o APPROVED DATE BOARD OF HEALTH \X (- m ` 48 � , E ¢s TEST HOLE LOGS I ENGINEER DAVID FLAHERTY, R.S., SE2755 ¢8 WITNESS: DON DESMARAIS, R.S. +48.6 DATE: JUNE 23, 2006 I 0 +51.2 - < 5 MIN INCH I 5 PERC. RATE - / CLASS I SOILS P# 11330 Q I h0 h -_ EXISTING ROCK WALLS ARE SHOWN IN C ELEV. ELEV. ELEV. ELEV.C 2 TITLE 5 SITE PLAN APPROXIMATE LOCATION FROM qS MAP 0" 52.5' 0" 53.0' � 4 50.0' 4" � 54.5' A A A A OF \ W W /LS ��S �l - /"\ 52 \h- \ 101R 4/3 1 OYR 4/4 1 OYR 4/3 10YR 4/3 LOT G Ir� T 5p \\ 'S WAY 52 +52.8 12" 51.5 8" 2.3' 7" 49.4 g" 53.7' p�$ B B ML BENCHMARK: � / � h 10Y.RS6 6 . 10YRS6 6 ///L,S S PREPARED FOR' SPIKE SET EL. 51.22' 1 , 54 28" / 50.2 " / " 10YR 6/6 , " 10YR 6/6 , 24 51.0 30 47.5 32 51.8 5 C1 AN, REVS/ F'R�CHLIK 26. LS Ss 1N-3C C C 10YIR 6/4 PERC PERC DATE: OCTOBER 15, 2007 b " 10% :COBBLES ...., PROPOSED 5 , .. hD� 122 42.3 �I LS LS MS = 'I BR DWELLING - ' F w TOP OF FNDN SCale: 1 30 <�� EL 56.6' PRa�©s�o"°' 6, 10. f 1OYR 64 1:OYR 64 2.5Y 7 4 A i / / / 0 15 30 45 60 75 FEET GARA ,ttrr S I L' LOAM . 76.3j3' 10% COBBLES 2.5Y 7/2 I 56 ta °o 126" off 508-362-4541 o . ' " . " . . Yo fax 508 362-9880 F rno NO GROUNDWATER ENCOUNTERED NO GROUNIDWATER ENCOUNTERED UN f�10F MA SN OF MAS 2 �� �sq down cope en gin e erin g, inc. DANIELA. a DANIEL °yG� OJALA BENCHMARK: U OJALACIVIL o,AALA N Cl 1//L ENGINEERS +54.7 SPIKE SET EL. 54.31' - 46502 ,o No.40980 I I LAND SUR 1/E YORS - UNSUITABLE MATERIAL `�° sT�� �q0 SS o� AL ENG - - 9J9 Main Street YARMOU THPOR T, MASS. DATE T>AMIEL A. OJALA, P.E., P.L.S. DCE #07--254 - 07-129 SPALT\DWG\07-254 PRCHLIK_SP.DWC (DDF)