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HomeMy WebLinkAbout0369 WHEELER ROAD - Health 3 6 i Wheel er_Road Mar;tons Mills f A= 082" 001 - 001 I � w TOWN OF BARNSTABLE LOCATION SEWAGE # ®����� VILLAGENn,[5MJ0fdlASSESSOR'S MAP & LOT 682681001 INSTALLER'S NAME&PHONE NO . Rvi ln�'n S C�C� 1�f7 �bg•8'33•�899 SEPTIC TANK CAPACITY /500,l alI6 r) (R,20) LEACHING FACILITY: (type4c?) - (size) NO. OF BEDROOMS 3 BUILDER OR OWNER 'o kf 6/�P, PERMITDATE: 109 COMPLIANCE DATE: I (/ Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist . within 300 feet of leaching facility) Feet Furnished by I �,eaN�Oi- ,y(auSE r 7 a ° �5g, { t No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Z PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftphLation for MispoSal 6pstem ConstCuttion Permit Application for a Permit to Construct Repair( ) Upgrade O Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 36P Pt4 Owner's Name,Address,and Tel.No. Y 7-7 9 LO Assessor's Map/Parcel ®T2 00 f 0 �. D/-() / �D n sup /'� S � A 02 t.'i q Installer's Name,Address,and Tel.No...i a k-•t133-/9990 Designer's Name,Address,and Tel.No. $'ofs' 'r&'8'•zags-- B c)X 62 — F6 res c)21.qq 2i i 1 Sa4-,d wic A 6253 Type of Building: Dwelling No.of Bedrooms -3 Lot Size Q �.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow min.required) 3 L � /1 gp g ( q ) gpd Design flow provided � � a d Plan Date :9 7. 2 , 0 Z Number of sheets 2 Revision Date V Title Size of Septic Tank 15 0 0 le? Type of S.A.S. �j bQ 5 a 0 q C(j I() Description of Soil_sx7,Q _ 10 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the constructio d mainte c the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro fental Co a of to ce the system in operation until a Certificate of Compliance has been issued b is Board of Healt i d fo I J Date Application Approved by I Date r Application Disapproved by Date for the following reasons Permit No. Date Issued ��; ------------- - - -- — -- ------- — - - - - No. .. ��//JJ J Fee Z607 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: i PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes a appritation, fort�Disposar *pstem Coustruttion Vermit : Application for a Permit towCoristruc �: Repair Upgrade( Abandon complete System Individual Components P ( ) P� ( ) ( ) ❑ P Y ❑ P no S Location Address or Lot No: �(,o Owner's Name,Address,and Tel.No. t/7 7 S2 69 ,J Assessor's Map/Parcel OTZ QO(D — �/'OUI/ d / �,S"� oneso lQ MA 421,y`7 Installer's Name,Address,and Tel.No.5-e k- .&'33 Designer's Name,Address,and Tel.No. S-o r R 6 &X/P 2 - Fa re s n 5'ou Cfq 02lo 1 2- / � 1�•So- tu)i Cif MA 02 573 Type of Building: R Dwelling No.of Bedrooms Lot Size / . Q .ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) i Other Fixtures Design Flow(min.required) 3 6 gpd Design flow provided N gpd Plan �l`Date 7'y2 Number of sheets 2->:- Revision Date V Title SI-be- Size of Septic Tank � Q �JQ1/d Type of S.A.S. /'6o no be_1'5 �� SQo 4Q _t o!l Description of Soil -S-191-0 P1.04' n i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the constructio and maintteen�nc the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro entat Code" and not to place the system in operation until a Certificate of Compliance has been issuednbthnis Board of Healt .ed 1 '� Date p Application Approved by jf�i' Date Application Disapproved by d Date V ` for the following reasons r' Permit No. ' Date Issued - ._________________._____.____--------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compiiante THIS IS TO CER. FY,that reOn-s,'te Sewa a Dispo al system Constructed(V Repaired( ) Upgraded( ) ' Abandoned( )by � V , ' at n R6 � r t➢ /, as been constru"accorce with the prov ons o lTJitle5 and the for D:isposalSystem Construction Permit No. �d !D J Installer.. �!ti+ ; C/• a Designer 1J tf O #bedrooms \ t_ Approved design flow _gpd The issuance of this permit shall of be,c/onstrue�d`=as a guarantee that the system will(ct' n as des gneds Date �///_/' Inspector �Fy����L' .� P W , .. --No. ---------� -�------- -- - -------------- ---=_ _----"__ --------------- - --- =----- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal bpstem Construttion 30ermit Permission is hereby granpd to Construct( ) Repair( U grade( ) Abaron( ) System located at ' . and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction. t Pecoritpleted within three years of the date of this permit. Date Approved by , ` r FORM 11 SOIL EVALUATOR FORM Page I of 3 No. Date: J,31 Commonwealth of MassachuseM Massachusetts Soil Suitabili ty Assessment for On-site Sewage Wpqsql Performed By: Date: /.�.e.s .......... .... ....... ....... WitnessedBY: .. .................................. ........................................ ............. Laammon Adcbrwo Nwm. L&I LM 3 49 Tekptom I ew Constructlon Z Repair 0 Office Review Published Soil Survey Available: No ❑ yes ❑ Year Published Publication Scale .... ........... Soil Map Unit Drainage Class .................. Soil Limitations ........... ................................... Surficial Geologic Report Available: No ❑ Yes ❑ Year Published Publication Scale GeologicMaterial (Map Unit) ................I. ........ ........................ ........................ .................. ........ Landform ..... ........................................................................................................................................................cj. ................. Flood Insurance Rate Map: rn > Above 500 year flood boundary No r7l Y., 17 Within 500 year flood boundary No OYes 0 co CD Within I DO year flood boundary No 11 Yes ❑ CDP rn Wetland Area: National Wetland Inventory Map (map unit) ................................................................................. Wetlands Conservancy Program Map (map unit) .................................................................................... Current Water Resource Conditions (USGS): Month Rainge Above Normal ONormal r7&-kyw Normal F1 Odw Rafmrim Reviewed: DO ArMOVIM FORM-UXI" 1 1 FORM 11 - SOIL EVALUATOR FORM Location Address or Lot No. On-site Review Deep Hole Number Date: /��i( p j - Time: Weather Location (identify on site plan) Land Use Slope (%) Surface Stones Vegetation . Landform . . .._ ..,..:......:. Position on landscape (sketch on the back) Distances from: Open Water Body feet Drainage way feet Possible Wet Area feet Property Line feet Drinking Water Well feet Other DEEP OBSERVATION HOLE LOG' Depth from Sal Horizon Soil Texture Soil Color Soil Other Surfi i;e(IneMt) (USDA) (Munsell) Mottling )Structure,Stonet,GrBoub;rt, Consistency, % C) f"'I S 2.5 Stsirwi t4 Wow in the Hole: WNW Mt Face: ++.dd susonei Hilt Orastd Water: 4 ' FORM 11 - SOIL EVALUATOR FORM Location Address or Lot No. 31; 1 c.J h 25-er 4-- On-site Review Deep Hole Number Z Date: �.3 ( �a�^ Time: Weather Location (identify on site plan) Land Use Slope (96) Surface Stones Vegetation Landform .... . .._......:.....:.. Position on landscape (sketch on the back) Distances from: Open Water Body, feet Drainage way feet Possible Wet Area feet Property Line feet Drinking Water Well feet Other DEEP OBSERVATION HOLE LOG' OaoM from Sal Horizon Soil Texture " Soil or Soil Other Surface (Inches► (USDA) (Muns ll) Mottling (Structure, Stones.Boulders, Consistency, % t3rsvel) ,3(-3 Z _ G /'1 S 1 YY /Y Haesnt Wimsdsl(o•oioviU surwk p wady in ft Hole: w..oeq from nc faos: bttletaee I Saasorrl No t3v" WNW: DO,nr WYND row-usmm T'h--e BSC Group, Inc. • FORM 11 - SOIL EVALUATOR FORM Commonwealth of Massachusetts 3 ►�. Massachusetts Percolation Test Date: r /3 i ° Time.- Observation Hole# 1 Depth of Perc Start Pre-soak End Pre-soak Time al 12" Time at 9" �✓ Time at 6" Time (9"-6" Rate Min./Inch Site Passed Site Failed Performed By: /"Z' Witnessed By: Comments: Town of Barnstable Regulatory Services Thomas F. Geiler,Director Public Health Division ib39 " Thomas McKean,Director 200 Main Street,Hyannis,MA 02601..::. Office: 508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form Date: �t Designer: 11 t, , Installer: Address: L Address: P fLLS4 ALL- ,o �- �- 6cPs�l aA A oz. qq On ��� was issued a permit to install a _ ( } (installer) septic system a' - based on a design drawn by (address) _ dated (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. t . i certify teat ' a s -tiGc sy cm .efere :.ed above v ms insstAlled with major changes (i.e. 2�f�e reater than. " lateral relocation of the SAS or any vertical relocation of any component ystem)but in accordance with State &Local Regulations. Plan revision or uilt by designer to follow. , .;.: - i y 2 . is Sitore) ��� No.Las<� CIN I <°� r -- esign r-s gnature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLEIUBLIC-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:Health/Septic/Desiper Certification Form IL 01 No.-- C/(S{„� "� Fee---- ------------ BOARD OF HEALTH TOWN OF BARNSTABLE ZPPricationArIve1C Conotructionvermit Application is hereby made fors a !rmit tQ Construct (r), Alter ( ), or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel --- �v�` ------ -- -- --— ——— --- -- --_ —�— — --— Owner Address -----------------------------—--------- ——--------_-- -- — Installer — Driller Address Type of Building Dwelling .[q'/-— — — -------- Other - Type of Building------ --------- No. of Persons------------------------------- Type of Well— —_ -- ------- Capacity--- - - ---———— - ——— 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 .of Compliance has been issued by the Board of Health. / Signed PP A lication Approved By — -- — date , Application Disapproved for the following reason .-- ----------------------—_______—_�—____—_ date 15 Permit No. -- -- �1 Issued----- 9114 — ----- - e BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, Th t the Indiividual W 11 Constructed (Plf Altered ( ), or Repaired ( ) GAp- _ l -- --- — — -- —-- --- ---- -- ` Installer at r`�,lf ---- -- -- -- ----- -- ---- --- has been installed in accordance with the provisions of the Town of Barnstable B a of Healthk1ted ate Well Protection Regulation as described in the application for Well Construction Permit No. - ---- ------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-—--- --- --- -- Inspector-- ----- - - ------------ -oO'l, _ ------- �m Fee- w BOARD OF HEALTH TOWN OF BARNSTABLE 21pprication for Well Construction Permit Application is hereby made for a permit Construct (Alter ( ), or Repair ( )an individual Well at: PZ -CO I", j> _ 3_b_�----why�/�-- ��� 00 Location.— Address Assessors Map and Parcel Owner Address j t ----------------------------- --------------------------------------- Installer — Driller Address Type of Building Dwelling --1_4'_----------------------- Other - Type of Building----------- - No. of Persons- Type of Well- Capacity----, - ---—---- jI 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 of Compliance has been issued by the Board of Health. ' Signed r rt_ t'l Application Approved By )e3 date Application Disapproved for the following reasons:------------ -----1-- ---- ----- I —date--- — i Permit No.�---�-�- -� Issued -�,-- ` date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate (Of COMPhance , THIS IS TO CERTIFY, That the Individual W 11 Constructed (ov* Altered ( ), or Repaired ( ) b a4ot.irt_/t W fo�l_ �///�✓ Y-- — -- -- ---------------------------------------- -------- ------ -- /� �j ` �_Y/jj --------- Installer has been installed in accordance with the provisions of the Town of Barnstable Booat)d of Health Private Well Protection Regulation as described in the application for Well Construction Permit 14 ated----------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. i. DATE-------- -- - Inspector---- - - - - - ------------ BOARD OF HEALTH TOWN OF BARNSTABLE Well Congtructionpermit No. J 5---Oy Fee_— Permission is hereby granted — U to Conslr, ct ( lter ( , or Repair ( ran In ividual Well at: -5i � 1 _------------------------No. ` ,yin-/- „ ' r , Street as shownt on t�e applicatio for a Welly Construction Permit No.---� ------- Dated �—�-----_----------------------=---- �� ---. — a— -- - - - Board of Health DATE—t/�--1 g--_-�-- ___ Fr< r N co d: ���J•I �� -Y"�� tic �` ;'��`� 'i"c '•'T' ,v'+4" c) f� 'i'•1J1}I ��' �R, m J r''�.� -.—_ - -_ � �'7 I ..� a n� III t` � ,C�,� c.., g• �I s�� P r� VIP -- - — -- — r - I 1 , ill ..x.-L= q�.., I L:i. '.,'I ! `' I .. - I �I .�. I 'I �.. L1 ••i.I � I _ I I. �)S�. i}�}`GC" n�),�¢`'I:!- �I �} .,r I -III�._ '` .rf �'I ��I =.'!I I , II I• i I y I y' • ,,I .r 3y3, _ - �. ��...,9-.:. :....F- :�•---�.-_-_'.C,._y ' �`� �==�'/�-I��.I i Ii �..I �41 , `� �:y�1 ti-- - __ „�,h� �- I � "I J»� ..___---------- �'Q( II z� SWAIN RESTDE..NC �) Wolfemark Construction Co. Inc. _..._- 23 Jan Sebastian Drive Unit 3 . .0 I TRO Nf•E LE1-�f E`-Ev�i IONS Sandwich Ma. 02563 X2 REXR$ R14 u'( EU..Vn-(lUtiS 5088888556 gy' VMST moog F1,4�.alwf4 .— ' AC sEco4n r-Loot+,Pin I.I .'Vi - r<G-r) FLOOR FRX µihl el ' � AB SEG'(IOUS dnE{r.it,5 ' h cl HECK EEC'f lotJ;l-K'tAw,S sv[cs.; ,.r•(55 cu Fc�Ulf h to ROor Fl2XMIv QQ $1ZUCE DEVGi<hl DESfl�NS _ --_.-._ eHATHAM, MA. ' xY.o' 21�.0• ?zO� 40 q,O" q.O"' I 9.�+" IS,�" 11'-0� II.'o•' I N n _ .._.._ F7� rL_7�__ ec't'u-Ia6wEti O � _ Q { I I I I �— I a to of , 21 N� I I w o , I._I__ L ��R I - - Op�. -- -- .. ;I- u non crxum\� .. I _ - : I 1 '➢; .. G�G � I I I 1ewISU/A.OyCR. __.... � --_ __ I C�\6. :I � i9 ��yL � rxrv9� GI.,r,1H5 � W�uV 2q�Y• Q.�. !I - v � 2 Sll, - N I _2 Ni N 1'•10 s•O�• I -'... l4 Gfil l N � - I , It Y,..., _... fi F I � BG�Iaool,+l .. , E,------ -. n••1HIGcoRc.s�i\s.-./ . . ,_ .— ._ .... - III N ... 6 I. P IfCH d Pcv2cr�-... I I��L__ 12>li _.__ >=vim I _ I I I ..P-1 FLOOR PL-n Iv ----__----- R _.._...----_.__.-___.------------.> ....---._....------.... .. __._-------------"- --_-- I _ $RULE DOUN DEW,% s,� I N RESn7ElyGt _ . Wolfemark Construction Co. Inc. CHATHAM, NA. 23 Jan Sebastian Drive Unit 3 774-201.17SO Sandwich Ma. 02563 5088888556 „ I a a o I i I cl I. i I _ o R <, 1 II—_ - d.o” f �_I L I I I v. FOUWr),k�'IION PLAN I - I—+I ON 1:4".0"f.V,KCgEc,1,?4, IF , INISH c�0.AnE N _tf._. vA('u0. R.I RtLIQK IIIJ�]LR�iLt� j ' -CO�+f12UL JO11JTi �NDf0.CIIRDl�1 i hU_4 RA � )Sl 2 L 5 .._......_.__...._..... .___—__ .-011 A' -518"m X,,Vag bol'(5 -301J0-(ue'S; 2^wi°al°. I I i I N I R r o of I I d'.p.• z_o.. c o' l:o• Z.�.. n'.�'lo`neon i $RULE bEVCIN DEStCNS Wolfemark Construction Co. Inc. sw.cl�/ R�Sao E oN« 19 eHATHAM, MA. 23 Jan Sebastian Drive Unit 3 oA.E Sandwich Ma. 02563 5088888556 M5: ` . w I of VPrLtz r/,,/,WY rtoont nrnc- I. .� 15, I{I � I I I f 6.0' � G,p. ! G o' �.p�• moo• 6.a" Wolfemark Construction Go. Inc. swnIu,zEsa0l Nce y $Pt10E DEVCEN DESPCNS CHATHAM, MA. 23 Jan Sebastian Drive Unit 3 s Sandwich Ma. 02563 _114�zo9��so 5088888556vg to a �a \.•. n.5vw�(SUINSLf 1 SlMPS°41 H2�5 NU0.RIUWf�_F.'; ON'(NEK OR.E A L CLP � -- MTAB DRIP EnSE _ J _ Ian)FUSNINS ON P WLOD Ii1D—qq KENIN nweA.4 A :i r I tiwhe.qufiElz .. -'/i". .. th5G11 -Ix0 t11,cln rt� I QCrli CRN./N Muznry5 \\�� Rt�fuRN ENnS 6Uvt'f-/VEV1 III, II I - ISEn/n4zBIN4 ' l 6En nKxniNS oN Ir6 .. Ihd PKIELE-ISOAQn -°—�CW1r LG0 tLhSNIV SON 1�2 Ix5)`�Nnrhv Cnst'Irj -......... ___ SAS ifRT oR EaUhL � ' nlK.coLu.nN _ - ---IXa\,A nnm(-a,o cuf) i -SUF,F.ST_.17ETr�.IL g_ P-T, SEntER' 518.•�RN<NUu II-0— -Ilm Pv lEy . y —-- x0 PLUCKI n'S Il">_"xlJrl•'Lk fUn4E —_.______ 2-4 a5 kQNCI _ - I SNEh-.C,oW 2110 Kn�`fERS— R 301r.lSUl 11 V \ - - �Ir/i•+11..4'r LVL R,Oc, - -- I_.— _ SnFAi1N V 5 UIa"O R."F COISAR PIES hT t.G". Ixb 57RAVPi V5•I � �� ¢.o�cuL n��nis n7 _- Iz U*IFI V 1SFIEC) to IbE>-j12C�C11✓._--- 2yl{t-t K2 F31200A U}JFIN154l pf)$'(OKAGE - y I<.N°Ta4 U6Il 41RU55e \n N •y 5 .' [q0.O YI Tea SUB L o>L� �\ "ih4 Jut-Ftoq aw gRUS5E5 EE.SUE KIf AI. OE? Ln o- 3/A 5 ` IWSLCASION - 1�'15(1thPPINGI 11.5 SiJtnY1�IN F lA fN3LlA1.1ATJ_ �+,3 SiKAYI%1 V�I �- !/i'$f1EE'�0.00K 4 I Slb"F.c.60 SNE�KociS I ''/L'SWfEf,E AIL - T13��6'Stl,6EnM CF-r.1 1 I .. 2w6SNnS'16"O•G\I,/RAIIWSUL. i � -.—._ - -'..- Z:65'�USSL"oc..\�:/R.1'1I'SOL, :CnRn4E..-..._. _:-:_-.. 2,C,Sruo51m"r,.c. —' b/A T'E",S S Lom 0141RUSS5 Y4 it',SUv,-tIWR UU 7 - - ,,6 P•-f. jl �l - i • CI IVSUl 71JN� � .;�... ': � < .`.. -- -R I'tfN tX�IVNl ... /j />��R n .. _ .. �Q 55-6StGI! IV •� �/i'-1.o" Wolfemark Construction uo. inc. vp,UCE DEVUN DESIQNS 23 Jan Sebastian Drive Unit 3 "1e"SNZ° CHATHAM, MA. Sandwich Ma. 02563 » •Zoyy,so ___.._ . __ 5088888556 — --- --- - r�n/�Ro�O rJ5 /`/+U.S A•y, °%8 aClL7 E ,. XV 60.3' 1500 GALLON SEPTIC TANK PROPOSED 4' DIA. 6' DEEP LEACH PIT WITH 2' OF STONE .ALL AROUND AND _ 12.83'x25.0' C.B. FRAME TO GRADE. RIM ,.tp PRIMARY S.A.S. /••� DISTURBED AREA TO BE •`� \� PROPOSED LOAMED & SEEDED. RESERVE AREA i #359 N/F 2 ' �� / ARTHUR & MARILYN KWIATKOWSKI KMI \� �S• / ASSESSORS MAP 82 / SD PARCEL 002-001 rE --79— —————— TP#1/ _`- �---- —— ————loll ool 85 oll do — SI_ T 9 PROPOSED / JAI�LL LOCATION IRO rl —--_ \ �• ��2., 2�--- -_ -18 2t FOB lol* I /' .—— `'—�� R-7 5.00 R_75.00 BENCHMARK _ --- ------_. /r / SURY FY MARKER / ELEV. 93.85 /' �i ��j / — -- CONCRETE BOUND ————————— WITH DISK OUND /cirw \ aww i \ I I 1 I� DWELLING / NOTE: (DW) DRYWELLS TO BE 4' DEEP /�/ /, al? / 50 ' �' 4 DIAMETER WITH 2' OF STONE ALL 'y to 'e SOP 0� i/ • �0 AROUND FOR ROOF RUNOFF. i /• 74 0' / p OSED P / /^ / / / / / , 1.000, GARAGE 10000 1 DW S /) 160.3' �1500 GALLON SEPTIC TANK PROPOSED 4' DIA. 6' DEEP LEACH PIT -'16 WITH 2 OF STONE ALL AROUND AND / 12.83'x25.0' C.B. FRAME TO GRADE. RIM 75.0. POSED —�// — POS ••t_ P. PRIMARY S.A.S. PROPOSED �' / .1 DISTURBED AREA TO BE �TIO NTRYWAY-// \ PROPOSED LOAMED & SEEDED. / (TYPIQAf) �� RESERVE AREA ROPO D 3ISE OOM D NG SLAB=70/3 / / \\ /� / N/F 2 /" - / ARTHUR & MARILYN K KMI \� �''�S. / ASSESSORS MAP S PARCEL 002-0 / PROPOSED / BIT. 1 ONCRETE \ PROFS SED / /�' •�. / \ \ 2 C R \ \ GARA #1 A — __ —X-81—-45f 2r 000 -UPol JD / /fie/ ..�1 / // / $ /� // // // / / �8g/ / loll // /ooe � - 100, / ool/ / _ 0000 A' ol -.1 -- XP, , '% .10 ale 101, 1-1 l000 BENCHMARK \ \ 5U13M MARKER \ / ELEV. 93.85 MSCf 1 y 1 CONCRETE BOUND WITH DISK OUND / QHW QHW \ � aww / / \/aw � � w•� . : , ,:... tip... ,.. ... -. ..., ,..: �'... ..... TOWARD SITE 'EXCAVATION , 2 x 2x 3 6wO OD POST WD. PO- STSEPTIC SYSTEM INSTALLATION MAXC.C. N LEN GTH TOTAL TRENCH E i R 0 TR L E PROFILE FOR . ; Q i MIRIFI SILT FENCE OR EQ UAL N N N METHODS H 1. A MATERIALS A C TI 0 S to LL D 0 S UG 0 E S ALL TR D FA BR i C F - - -- - T A PA CONFORM PROVISIONS FCOMMONWEALTH r ONE SP 3H D � I C 0RM TO THE0 THE 0 S L � 0 ►n t'! trDGE WASHED STONE / COMPAt;TE{? u -- - - - _ 1 , MA A H TT NVIRONM TA Ti ram_ � SS C USE EN L COD£ TL -. .- S E E i - EARTH i VA ACCESS COVER REMOVABLE CCE R o �I � `w LA co A fl 8 C K ,. 1.L /J1 \ 4 P INLET \ / . VC LE PT OTHERWISE N A PROPOSED SEPTIC X A RWI 0 R S D E C 2. EXCEPT SO E SE NOTED, L OOE S m c0 C3„ P N >✓ LQC TI s P sEE LA OR ON LAN Vl NI ..C !PA� BA .FI L TtZ7 ..K LY H AlPIN HA 4 SCH40 P� T T THE IN . . P sT N S 5TE G S LL BE C SE 0 L � . _3 EA 0 E m wi r- ,t� t� I:a ot�n n oOcaC3 I - ..._AND "INVERT ELEVATIONS SHOWN. THE MINIMUM PITCH OF I NTS G7 C3 1� C 7 O O C d . idt n AV EX A C TED TR_ ENGHf N 1 AP. Hc, Ac, t� © O ca v PiPES CARRY! •fG SE lAGE QQ SEPTIC T K EFFLUENT S r+LL BEN QOA4� C! OOC7O O t� „ w i 1 2 z THOO FFr, . ta � ad � 000ador' 3I / I , -J -} a .. . ^f41NrN Sty�f..„S1<S T#oN_ w a WASHED 5 i/8TH INCH PER FOOT IF NOT OTHERWISE NOTED. _ r ._ - - - - -- - -- . . POSITION Et POSTS T AP BASE STONE :. • . +D o � o ov1=R1_ As sHor�v LEVEL SPLASH .PAD ,. \ \ � f \ \ \ / / N t A90VE MAKING CERTAIN THAT F F Z 4 # LET INVERT l . G A T FABRIC OLDS f T N THE Ti M Pi ,! / �- 1 3. PRIOR 0 CONSTRUCTION OF E SEPTIC SYSTEM DEPICTED cQ �\ /.`1,%1� ! / 50 GAG LEACHIN CHAMBER � .. � �\ �\ U 0 6 � . AROUND EACH POST AT LEAST N N UN tTA SOIL REMOVAL � . \ S LE S Ott£ TURN NOTE; SU BLE G ON THIS PLAN THE CON TRACTOR SHALL OBTAIN A DISPOSAL � d M TT CHAMBER LEACHINGWHERE REQUIRED TO EXTEND AT W N P IT TH F � DRIVE POSTS TIGHTLY TOGETHER AND SECURE TI N A - `A PLAN / WORKS CONSTRUCTION PERMIT FORM E TOWN 0 \ .tr GRADE cn SEC LEAST 5 BEYOND LiMITS OF TOPS OF POSTS WTH CHORD OP, PARE TO / BARNSTABLE HEALTH DEPARTMENT. STONE TRENCH. PREVENT''FLOW-THROUGH � BUILT-UP t • f _SID MENT AT JOINT. DETAIL CHAMBER 4 THE LOCATIONS UNDERGROUND UTILITIES SHOWN THIS . LEACHING E LOC Ti0 S OF U DERGROUND U U ES S 0 ON 5 _ - -- p U PLAN ARE APPROXIMATE AND MAY NOT BE'COMPLETE. AT I NTS •4 00 LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS NOTE. 5 » r O Y 1. EXCAVATE A 6 x 6 TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY PROJECT WORK THE CONTRACTOR SHALL MAKE THE REQUIRED TEL AFTER ' CLEARING I ..... Z ;.., CLE R G AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE - m #' Q NOTIFICATION 70 DEG SAFE 1 888 344 7233 AND THE .� ). 2. UNROLL SILT FENCE ONE SECTION AT A TIME, POSTS SHOULD BE POSITIONED ON r..�J�j _..� t1) DOWNSTREAM SIDE �3F FENCE. -- CENTERVILLE OSTERViLLE MA,RSTONS MILLS WATER DISTRICT � ., 3. DRIVE POST N AN D VE OS 0 GROUND D LAY THE..TOE TOE-IN FABRIC IN BOTTOM (>F CH. 1-- _ _ C TRENCH. ' 4 N P OTHER INVESTIGATIONS A 508 28 6691 AND £RFOM'ALL 0 ER ! ESTiG TiONS AS BACKFlLL TRENCH AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE. � R !, F VERIFICATION F A N - d MAY E?E RE U REQUIRED OR . 0 LOCATIONS S AND Q4. REMOVE SILT AND DEBRIS BEFORE Otv£ FC07 ACCUMULATION OCCURS;AT THE h *- I� i� N W FENCE LINE. OF UNDERGROUND UTILITIES TO BE PROTECTED AND >,_ _ _ N ELEVATIONS E 0 _ .. - _ _ _ LOCATION Of SECOND INLET TEE --T� 5. BA UP SILT WITH T A >, BACK FENCE DOUBLE STAKED HAY BALES LAID TIGHT END TO ENO tiS��IERE REt�UiRED. TEE MUSS` B� PRESERVED. -- - - - OPENING r T7 DIRECTLY UNDER 0 E G ' 1 T F THE PTi tSHOWN N 1 HI 5. ,CONSTRUCTION0 ESE. C SYSTEMC S i # t » » AN i T T TH `INSPECTION F fi WN F PLAN S SUBJECT 0 E0 THE 0 0 t 1 1 1 SILT FENCE INSTALLATION�� . 1 ,._ BARIvSTA81E HEALTH DEPARTMENT AND THE DESIGN ENGINEER. S C � _ t G THE ENGINEER TINSPECT TH P N AVATI N R TH A A E E EE MUST E OPEN EXCAVATION FOR E „ .. ETr : _ _ �s s 1 i 1 1 � rn r 0 0 { P P N hlT P T PLACEMENT T F _ SAS COM 0 ME PRIOR 0 PL CEME 0 STONE AND/OR NO PART OF THE SEPTIC SYSTEM HA o .. .�. _. „^.._. ..._ - ...� - ._ ._ _ CHAMBERS. ES LL BE ,� o z a #- - 7 N k � Fi INA f NTl N T �BACK ED OR MAD CCESS BLE U I P C D AND � PN 1 LL E L S E £ o .z 24 ID. MIN. 0 G a 1 1 in R 0 P THE HEALTH TH AGENT.T CONTRACTOR T SHALL r o APPROVED Y E G THE TR C OR VED B L E E O S LL E C SITE r Z A i C.I. OVER 0 GRADE TOWARD TFEXCAVATION I o D .. _ >�. # N SCHEDULE INSPECTIONS AS REQUIRED. 1-4 1SEE TYPICAL ACCESS COVER ,: � NO » - WD. POST tNW i 2 X 2 x 3& .,D POST 1 t INLET OR OUTLET TEE LOCATION WOOD _ - 1 6. REMOVE ALL UNSUITABLE SOIL -A .AND B HORIZONS FROM. / P s MAX, C.C. F t;D , Lam. _ - - �- - - r- . / t-' # I # WITHIN F11,� FEET LATERALLY` AND UNDER THE PROPOSED SOiL '--• N R WITH A AN ABSORPTION SYSTEM A D EP AC TH CLEAN SAND MEETING MrRtF1 SILT a 5 KNOCKOUT TYP. _ _ _ � _ _ _ .� _ _ REPLACE E EE sL FENCE OREQU L :. THE REQUIREMENTS OF 310ChaR 15.255. U =: ..... .._. ._.. ._.. _... ._.. w .._ _•.. �. OUTLINE Or TANK BELOW Q FABRICO PLAN C.I. COVER �s GRADE �_ VE D o 0 z i iI _ ,. N „ 7. WATER SUPPLY .FOR THIS LOT IS A PRIVATE WELL INSTALLED NTS E S L !_ W .J _ I ELAN SEE TYPICAL.'ACCESS COVER � > r , .. iN 7H>= LOCATION SHOWN. . THE LOGATiONS OF WELLS 4Nco { y o i i r N I ITHEn �. BRICK ADJUSTING COURSE A Dz NT T ARE M T AV A DATA. r.._ ADJACENT LOTS .E FROM BEST A.. BLED z P T N MORTAR ILO d I 0 R D, CASTING SE FULL M QE VA 1 R E5 . .. P A LEAST 1.. . PROPOSED SEPTIC SYSTEM TO B LOCATED T LE S 50 RO OSED SE YSTE E E �i COMPACTED BA(�CFi PLAN VIEW LL 1?�. . :. _ tN 0 4 I PRECAST C NC. RISER 2 .D 0 F FROM EXISTING PRIVATE WATER SUPPLY WELLS. 1 >*E7 0 E S TE 5 L � r NTS uLEVEL U D WHE EXCEEDS 14 RE D E ! OF A Pi T NA ADJACENT T LOCATIONS 0 ELLS AND SEPTIC C SYSTEMS 0 DJ CE LOTS LV D 0 ExCAyaTED TRENCH p � r c } o SHOWN 1^ 4 . N� Q 2 G a s ,"V t N F V' DISPOSAL A M x ARE AS � 0� 0'V DESIGN OR SE..AGE D a OS L SYSTEM,1 METHOD �-aR � slu SECTIONS,k I _ � oiML�.�._f'ff�C.f' SFC jj r . TN AH TT fI WHEELER ROAD, MAR MI MA US S 6 L OD 50 MILLS, SSC E 17 3 9 EE E 5 L c 1 P A`:. ,, 1 POSITION END POSTS TO OVERLAP S SHOWN ,. ! O ... 1 PSULLIVANurn 1 , . . . . PREPARED `FOR AUf_ ULL N BY GROUP, J E 200�. � / / / / i MORTAR BED AND FILLETS B G _ f „) A80VE, MAKING CERTAIN 'THAT FABRIC FOLDS t / / i \ /,\ /. i /, /,\ , AROUND EACH P AT LEAST ONE N �, E POST EAS , tt ALL AROUND MORTAR JOINT M a 6 O KNOCKOUT .,TD.S P TIGHTLY TO AND SE T N AN DRIVE POSTSGETH>=R SECURE PRECAST CONIC. TANK /� NATURAL GRADE TOPS OF POSTS WI CHORD OR WIRE 0 it _ f : PREVENT.FLOW-THROUGH OF BUILT-UP T; T JOINT. SECTIM A A A A SEDIMENT A IT I N A A RY S TEE t 4 Ra _ SECTION A A C 0 5 KNOCKOUT TYP ': 'i.-;cX�A ATE A I T � N ,tidM fA 6 x TRENCH G` TEL a ENCH ALONG SPEC SILT FENCE U E EO Y AFTER 6 SPECIFIED v ARIN A P P 1`:. _ . G R 81t At IN- AND G U8 G IS COMPLETE INSTALL _ fl.E L.E D T T_ _ LL 5tt FENCE _ 1500 - TANK T! C _ P _.,,. ca 2 , UNROLL SILT FENCE ONE SECTION AT A 71ME. POSTS SHOULD BE POSt77Qtt ON ,. L.D El? WN F , DOWNSTREAM I O F S SIDE >�E TAN K RISER FRAME Sc COVER ._... .. DR,VE;POST tNT AN TIi -1 W FABRIC IN _ 3,r` O GROUND D LAY E � AB C BOTTOM Of TRENCH. .: 1 4 A r l „ ,... A KFl TRENCH, AN T C LL ENtrti AM H DIAGRAM D P GROUND S SHOWN IN GR A 1 4 1 0 _ � oUN A D ABOVE. ._ � H 4 p 4 SC 0 VC TYP 1 ( )1 0 2 , 4 REiv#0 SILT AND R FOOT ACCUMULATION REMOVE 5 DEBRIS BEFORE ONE OO ACCUMULA ON OCCURS A7 THE N IN FENCE LINE. r. s � " Al"'. PLAN L SILT FENCE INSTALLATION� } - 1 - it- 0 INLET `s . � SECTION AT T UT T 2 LEVEL SEC 0 OUTLET 3 MIN. G �E 1 0 5 - 4 f a o vl z S Ix i 9 2 7 2 ES / / - - __ 00 SEE S_7 DET IL 10 -fl=----�-- ----fl=-q r 4 ,.,H40 PVC 1 SEPTICUJ SYSTEM DESIGN DATA. 45• EL SECTION A- A 't , i l 1 �-�- "- '^- 1 1 t , t � 00 - rt ,'t i'I I rtlt,tt i t tI ri r tt a1 I it 1 f f I 1 CONCRETE TANK W TIMATE hilt ti .11l WAGE FLOW ES NOTE t „ 1 , , I ► I , UNITS GPD NIT QTY GPD COMMENT TIGHT JOINTS 11 i i t r I I SOURCE N DISTRIBUTION BOX TO E SET ON FIRMt't l r l 0 B Irlt,r ., J _ _ - - 1 t .i t t [ N EDROOM 110 3 330 310 CMR 15.02 (13) N ► F P ILL V TS t � t i - SINGLE FAMILY RESIDE CE B LEVEL GROU 0. Q�3"'LE I E ER _ _ r I i , r � i t O o0 a i1 /i , 1t 1 , A V t , �r l i 1 I �1 TO BE SET AT SAME ELEVATION WITHIN 1 i l i 1 � I r r'1 -f•1 O �•-• a t ,BAFFLE DETAIL r L C? PTI TANK GAS 1/16 1#vcH#. t w Q 1 , 1 t t I I 1 i 1 - m •, .. 1 , a i 1 1 t , I ty1 C`J NTS tt , I , , f f TANK t I W FD X 2.O DAYS 660 USE 1500 GALLON TOTAL FLOW X DET. TiME 330 G1'1 � '1' r'1 y,.,,'t t C.7 1 I , i � I tlttt < CD 3 OUTLET DISTRIBUTION BOX , 1i11 - __- - . - ttlt , �nd �, S011 A650RPTION SYSTEM f,,l,,t, ' ',tttttt w S W V dL TEST DATA t i l t y�/, , t t S011 E� D p , t I11,1 I i t r r A GA RY LEACHING AREA CAPACITY „ . � CHAMBER LLE _ _ - 1 2 1 0 I t S1DE BOTTOM TOTAL N0. LEN WIDTH DEPTH SiDE BOTTOM DATE. 1 31 05, ' / / 1 I 1 I t 11 i 1 i f sf sf pd apd pd ft ft t CRAIG FIELD 1 0 151 32(0 111 237 34$ EXCAVATOR: 1 25.0 2.8 2 __-_-- - i __ --- - .. AGENT: SMARA � -- --------- ---------=- A F .IF SIDE _ 0.74 BOTTOM 0.74 E.O.H. GE D. D E PERCOLATION RATE. 2.0 MIN./IN. LEACHING RATE: (G D f ) S I CATCH BASIN W ____-__-___ -•---------- F C C B S BELOW --------- - ----------- ENGINEER. C. FIELD BE ------- ----- LOC ATION: TP 1 N rLOCATION: TP C.I.iMANHOLE COVER � FIN. GRADE LOC 0 � 24 ID H 20 C . M OLE 0 "� 0 V DEPTH FRAME AND GRATE '„ 80 - ELEV. DE � q (y ELEV. DEPTH „ A LOAMY SAD _ 2 1 X 1 X 3 STAKES Q 0 A LOAMY SAND C ) TOP_FND. 78,50 R S. RISERT T WITHIN 6 F FIN, GRADE 79.2 0. _ 79.0 0.0 � 4 P _. 78. 0.6 PER BALE mi P FIN. GRADE 78.5 0.7 ----. -- XIS GRADE PROP. GR D B -- LOAMY. SAND - AN ..._• E L B LOAMY SAND 77.0 _2..� PLAN 76.7 2.3 J , C MEDIUM SAND 5.1 74.26 4.1 Q cn 7 44,8 7 6 C MEDIUM SAND NAY OR STRAW BALES 7 .�43 � T P EFF. DEP 74.t6 � d _ w LL z 75 -._ __ __ �_ z 73.5 5 N IN __ _ _ 74.55 PERC 2 MI 5 __ _... d DEPTH 7 .1 B .EFF. DE 2 6 .0 TEE I O_ OUTLET to r to 14 BELOW z B 0 I I I to 70 ui 1 lI _ LTUti I 1 i INLET TE I-- 1 00 GA LON „ 5 to 10 :B ELp Ti TANK . 1 a SE PTIC C N f � Q 25.00 -� T a J q EMBED 8 LES 6 � L.EVE , T N SURFACE m LIQUID IrJ OU 67 2 1 Z0 GROUND SU CE l 67.0 12.0 L,..t T T'BA BOTTOM GAS (1E fn , BOTTOM (� 1 4 ti A AROUND 1 9.40 00 GAL. CHAMBERS J� STONE �L 12.70 _ 2. O 2 5 NO GROUNDWATER H �1D NO GROUNDWATER ...._ CATCH BASIN FRAME AND GRATE _TI z 65 SECTION A A �► d S` - M HAY BALES AT CATCH BASIN I EPTIC SYSTEM P RO �I �� N 1 in. 10 ft.-HORT. 1 2 1 „ 0 I f RT �• 1 In. 5 t V£ , ,. '.. M DETAIL - - 025 P I � � �STE � T , 08 EROSION ONTR.0 OLDETAILS SHEET 2 'GF' 2 -77 APPROXIMATE LOCATION OF SEASONAL PIER, DIMENSIONED AND CONFIGURED AS APPROVED BY THE BARNSTABLE CONSERVATION COMMISSION REFER TO DEP FILE NO. SE-3-2673) or lileM b to 4' uu 00 MYSTIC LAKE ao ro 4 10L 0 Ili 0-8 1 66 so NOTE: (DW) DRYWELLS TO BE 4' DEEP x 68 4' DIAMETER WITH 2' STONE ALL Flon AROUND FOR ROOF RUNOFF 70 0 < < v ig 149 U CIO 74 WETLAND DELINIATION BY 00 m: A VACCARO ENVIRONMENTAL < 00 0 CONSULATANTS 7/08 0 , 2 j ;?ond A z 0 < co > 4 < SILT FENCE (n , CL < TYPE 8 SEPTIC LOCATION PER RECORD INFO pq >1 W� 110 DELORME 3D TOPO QUADS SILT FENCE 2000 0 1 2000 4WO TYPE A 000 2000 FMT lzo 46 LP-2 PROPOSED 6' DIA. 4' DEEP LEACH PIT WTH 2' OF STONE ALL AROUND AND 00, C.B. FRAME TO GRADE. RIM 75.0 0 1;N 00 ASSESSORS MAP 082001001 a ic- d IQ PLAN REF: PLAN BOOK 359 PAGE 70 PLAN DATE: AUGUST 6. 1981 -JANUARY 2, 2008 DATE OF SURVEY. (o col LEGENQ .100 dm 3.i owl r TING CONTOUR EMS z PROPOSED CONTOUR boy MV013 KWIATKOWSKI, ARTHUR PROP. TREE/SHRU8 LINE ST 50' FROM EDGE OF WETLAND & MARILYN J. X SaO E)OSTING SPOT ELEVATION 0 TP2 DW TOPOGRAPHY EXISTING SITE FEATURES [50.01 PROPOSM SPOT ELEVATION (D DB FROM DESJIGN FrOR PAUL SULLIVAN BY 1� TEST PIT LOCATION x BSC GROUP JUI`NE 1. 2005 TEST PIT/PERC TEST SEE ALSO WETL-AND FILING SE3-4394 '96" Iro — G— E)OS'nNG GAS MAIN TPI A 80 W— WATER SERVICE oo/ UTILITY POLE TPI WELL 100* FROM EDGE OF WETLAND - - 82t NEW DRIVEWAY 'MWI'�; TPI P RC EXIISTING D R I VE V,A Y MORGAN, HELEN F. 84 WILLIAMSON BARBARA M. SEPTIC LOCATION 0: SlLT FENCE UJ PER RECORD INFO -76 TYPE A EL EXIS11NG GRAVEL DRIVE 0 -IN TO EE REMOVED & BLOCKED SITE--.WQR.K GENERAL NOTE5 7 00 1. THE BUILDING CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT SOILS, VEGETATION AND CONSTRUCnON DEBRIS > 04 60 90 FROM THE PROJECT ARE CONFINED TO THE PROJECT SITE. ALL w 1-1 1 1 LAND CLEARING DEBRIS SHALL BE REMOVED FROM THE SITE. Co CO 14 Ito USE ONLY CLEAN SAND OR SAND AND GRAVEL FOR FILL MATERIALS. THE EXISTING BITUMINOUS CONCRETE- DRIVEWAY 17 0 1 i SHALL BE USED FOR SITE ACCESS. THE DRIVEWAY SHALL BE LP-1 PROPOSED 6' DIA. 4' DEEP LEACH PIT 67:59 TiVE MAINTAINED OR REPAIRED AS REQUIRED TO ASSURE EFFEC 0 Ca WITH 2' OF STONE ALL AROOND AND 9" 0 U) I- Z Q C.B. FRAME TO GRADE, RIM 78.5 84 EROSION CONTROL AND TO PREVENT TRACKING OF SOILS ONTO 0 0 0 PROPOSED WELL EXISTING STREETS. PERMANENT SURFACES INCLUDING 0 PAVEMENT, THE AREA OF BARE SOILS EXPOSED AT ANY ONE 6� I. < Ld Li z 94 TIME BY CONSTRUCTION OPERATIONS SHALL BE HELD TO A ui 00 LA_ (D -1 00 MINIMUM. TEMPORARY WASTE AREAS FOR EXCAVATED < MATERIAL SHALL BE CONSTRUCTED BY SELECTIVE PLACEMENT L­-78.2 1 ' TO ELIMINATE SILTS OR CLAYS ON THE SURFACE THAT WILL — — — — — — — — - — 2' X, C.I. FRAME AND GRATE 6' X 6* STONE APRON i I - - - ERODE AND CONTAMINATE ADJACENT WETLAND AREAS, THE PROPOSED RELOCATED DRIVEWAY FOR CONTRACTOR SHALL REMOVE ALL EXCESS EXCAVATED MATERIALS FROM THE SITE AND DISPOSE OF IN AN APPROVED 6" TO 10" TAILINGS "AtIME" 24"ID RISERS HOUSE #371 - BEGINS AT 50'± rROM ROADWAY AND ENDS AT LOCATION IN ACCORDANCE WITH LOCAL AND STATE EXISTING DRIVEWAY AS SHOWN. REGULATIONS. LAWN AND LANDSCAPED AREAS SHALL BE ti ri tA PROTECTED BY PROPER GRADING, MULCHING OR OTHER (o LOCATION OF DRIVEWAY BETWEEN u') BEGINNING AND END POINTS TO CONSTRUCTION AS MAY BE REQUIRED UNTIL STABILIZATION OF THE SITE IS ACHIEVED. < DETERMINED IN THE FIELD TO AVOID WFIC,L LER_ 6)0 GALLON LEACH PIT T EE . 0) 0 < U) BRICK ADJ. COURSE Y PEASTONE ROAD 2. HAY BALES AND SILT FENCE SHALL BE INSTALLED AND Cr MAINTAINED AT THE LOCATIONS SHOWN ON THIS PLAN. THE 0 CONTRACTOR SHALL MAKE ALL NOTIFICATIONS AND CARRY OUT 150' ALL MEASURES TO PROTECT ADJACENT WETLANDS AND im < j EXISTING PROPERTY AS MAY BE REQUIRED BY THIS PLAN, SITE U) WELL END SHARED DRIVEWAY CONDITIONS DEVELOPING DURING CONSTRUCTION, AND Z : 00100000000 00000000000 — . 4 _j BEGIN RELOCATED DRIVEWAY PROVISIONS OF 7HE ORDER OF CONDITIONS ISSUED FOR THIS 0 0 3/4*- 1 1/2� - 000000000 00 00 000000000 - FOR HOUSE #371 PROJECT BY THE BARNSTABLE CONSERVATION COMMISSION. Ld - cn WASHED 00000000000 00000000000 -1 3. REVEGETATION OF DISTURBED PORTIONS OF THE SITE SHALL STONE 00000000000 00000000000 - BE CARRIED OUT IN ACCORDANCE WITH THE APPROVED z U) Z .A LANDSCAPE PLAN AND PROVISIONS OF THE ORDER OF < < _j CONDITIONS ISSUED FOR THIS PROJECT BY THE BARNSTABLE 00000000000 00000000000 — in 'CONSERVATION COMMISSION. < 00000000000 00000000000 - m 4. DRY-WELLS AN'D OTHER LEACHING DRAINAGE STRUCTURES TSM SURVEY MARKER SHALL BE PROTECTED FROM RECEIVING SOILS AND DEBRIS 6' D1 A. ELEV= 93.85 MSL± CARRIED BY SITE RUNOFF UNTIL COMPLETE STABILIZATION: OF (C) < LOCATE' TO OF STONE AT TOP OF MEDIUM SAND STRATA THE SITE HAS BEEN ACHIEVED. SILTAT40N BARRIERS SHALL BE HAY BALES AND FILTER FABRIC PLACED IN DRAINAGE 'REFER TO IL LOGS FOR ELEV. 10' EFFECTIVE DIAMETER INLETS. DRY-WELLS FOR ROOF DRAINAGE SHALL BE SEALED FROM RECEIVING RUNOFF UNTIL CONNECTED TO THE ROOF DRAINAGE SYSTEM. LR— 2 s CTION THRU LEACH' PIT ' LP - 1 & 20 0 to 20 40 09� — 025 , 1 /2 08 IN FEET 1 Inch 20 ft. SHEET 11 OF C