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HomeMy WebLinkAbout0016 BAYBERRY PLACE HEALTH DOCS 16-Bayberry Place Barnstable A= 335 - 076 v COASTAL ENGINEERING COMPANY, INC. . TRANSMITTAL 260 Cranberry Highway,Orleans,MA 02653 508.255.6511 ■ Fax 508.255.6700 ■ coastalengineeringcompany.com To: Town of Barnstable Date: 02-21-14 Project No. C15320.00 Public Health Division 367 Main Street Via: ®1st Class Mail ❑Pick up ❑Delivery ❑Fed Ex Hyannis, MA 02601 Phone: 508-862-4735 Fax: Subject: Lot 15 Bayberry Place Cummaquid, MA ❑ Plans ❑ Copy of Letter ❑ Specifications Other We are sending the following items: Copies Date No.. Description 1 11-28-2000 Perk#9878 Soil Suitability Assessment for Sewage Disposal p These are transmitted as checked below: ❑for approval ®for your use ❑as requested ❑for review&comment ❑ Remarks: It was brought to our attention that your offices were unable to locate a copy of the attached. Kindly adds this to your files. Thank you'very much! By: Virginia S.Warren 4 Administration NOTE: IF ENCLOSURES ARE NOT AS NOTED, PLEASE CONTACT US AT (508) 255-6511. A - -- Town of Barnstable i Department of Health,Safety,and Environmental Services TZ �IME Public Health Division Date / 7 Q 367 Main Street,Hyannis MA 02601 n • IARNBBABLF, 11639. °�EnMn+• Date Scheduled 0 t�Dt� Time Ff~e Pd. (/ oil Suitability Assessment for Sewa g'e s osal'r �:. ry t' ; i " . ` (` c `` _ p _.. Performed By: Jd�ty lJl JG�1������t Witnessed By: �� r 3 o 2000 j , r �..w...... .._ ht1ATION & C�UNE12��IIYF�RM�#I' .. >;' �.<- ::: _........ :�� i Location Address ' / j /n n I G•�J'Cl� wner'sName�p�l. 1 i f (G �+ , ]W1 Q , 1�zo 32 u� SST -- l.w!r m U 1J Address -••__ . W pSN la 11LTon1 t 1N�R. Zoo 07 Assessor's Map/Parcef: �� Engineer's Name ��—�p` NEW CONSTRUCTION.' X REPAIR, Telephone#' Land Use m� + Slopes(%) 3 "ice`' Surface Stones Distances from:. Open Water Body ft` Possible Wet Area` h(J '' ft -Drinking Water Well 1400 ' Drainage Way ft.A Property Line — ft', Other R ` SKETCH:(Street name,dimensions of lot,exact locations of`test holes&verc tests,locate wetlands in proximity to holes) LLW 9.2 \ r ,; W = i 3 -- - _ I q MAP 335 - - - _ -'> wRs i' 6 '`i i n—I / rr n # 16 f�i 4 - cn ° — r ' co Parent material(geologiclu— Depth to Bedrock 2 Jd Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face -V.!k a: Estimated Seasonal High Groundwater DT1tMTNATTQN T'OYt SASON°AT� OT'UVA12 TATi , >:>:T �a ......... Method Used. . •........:......... Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# _t'J//,. .Reading Date:.___._ Index ell level ,._._ Adj.factor__,_ Adj.Groundwater Level _.. PERCQLAT�OlY TL�ST I1ate 0 Ttme pl Observation ` 21 Hole# 1 Time at 9" /C�' 9d LL Depth of Perc a Time at 6" Start Pre-soak Time @ 0O Time(9"-6") _ End Pre-soak 1 :00 Rate Min./Inch (O — Site Suitability Assessment: Site Passed IV q Site Failed: l�� Additional Testing Needed(Y/N) Original: Public health Division Observation..Hole Data.To Be Co r. pEEr bBTI �ATICIN Yt.E LpC Yo1e# .. . Depth from Soil Horizon #..Soil Texture !t Soil Color r.:'x Soil Other Surface(in.) i (USDA)�;;,,;,, ,, r (Munsell);',k Mottling (Structure,Stones,Boulderes',.; Consffistenc o `.;. Ayf\ 7►5• `Q:3 i , `` '•: as a I IT U �D I 'J 'i'.• t DEEP QBSERVATIQN HOLED Ial # � Depth from s Soil Horizon Soi!Texture Soil Color Soil Other , t Surface1(ih.)'"'4 1 V�r.+ . (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.j Conqistency. %Gravel) alp L kv,-\ CGrt1+�,.tTGo �A�.t QC� Arl.� �(R 3�3 tY�t_v�vm -►`a SIgn! L � � ,2,� 3 �Saw� 5�R 313 ���..—ro 1ritil,i. S,ANfJ o8 lqy`' GS S LpYY\, ( L Oj 1519 DEPSI�RVATTON ICtiY,E Y,O(Y:< :>> t Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(inJ (USDA) (Munsell)' Mottling (Structure,Stones,Boulderes. Consistengy,° Gravel) DEEP OBSERVATION HOLE LOB HQX� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Qnsistency.° Flood Insurance Rate Maw t Above 500 year flood boundary,,;No_ Yes x Within 500 year'boundary No X Yes Within 100 year flood boundary No X Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervi us material exist in all areas observed throughout the area proposed for the soil absorption system? I�-i� Il .If not,what is the depth of naturally occurring pervious material? Z� Certification I certify that on `7' 1 (date)I have assed the s ev�sw examination approved by the a.�r,,,.en.>xof Env'.on tal_Protection an at e` anaas erformed b me'consistent with P Y COASTAL ENGINEERING CO., INC. RECEIVED nsmittal 260 Cranberry Highway, Route 6A Orleans, MA 02653 MAR 0 2 2001 _ Phone: 508-255-6611 FAX: 508-255-6700 TOWN OF BARNSTABLE # HEALTH DEPT.. To: Barnstable Board of Health Date: 03-01-01 Project No. C15320 367 Main Street VIA ®First Class Mail ❑Pick up ❑Delivery ❑Fed Ex Hyannis, MA 02601 . Fax Subject: Paul Deveney No.of pages to follow: Lot 15, Bayberry Place Cummaquid Barnstable, MA3� G � v � 35 bl� ❑ Plans ❑ Copy of Letter ❑ Specifications ® Other Photocopy of Report We are sending the following items: Copies Date No. Description 1 11-28-00 Soil Suitability Assessment for Sewage Disposal: Original Signature of Registered Sanitarian These are transmitted as checked below: ❑FOR APPROVAL ❑FOR YOUR USE '®AS REQUESTED []FOR REVIEW&COMMENT ❑ Remarks: Copy to: By: John G. Schnaible, RS JGS/emm NOTE: IF ENCLOSURES ARE NOT AS NOTED, PLEASE CONTACT US AT (508) 255-6511. ;. i Town of Barnstable r� 90 �h Department of Health,Safety,and Environmental Services Public Health Division ,Date r 4n 367 Main Street,Hyannis MA 02601 u • BARNBI'ABrY, I . 1639. ` 'OfEn�,r�� Date Scheduled 0 Time Pee Pd. Suitability Assessment for Sewage ,,•ispool" PerformedB �ot�� �• JG+1���a��• �� ( Y• ..Witnessed By:_ Nf1� 1T 3 0 2000 Location Address �^ awrier �t ✓l� (� ��Y-��CA`-] (, 'sName pUL 1/�Vt.NG� - ' -l.;�i((,C,.��;"'.. l✓�!t � m �v�.1J. Address Wps41 lrl l��onl't�(�. ?00 D�J Assessor's Map/Paicel: 1 ',�p Erigineer's Name NEW CONSTRUCTION REPAIR TelephoneN. ZC,,, .(0,'t� G �1 ��� Slopes % Land Use L p ( ) 3 "/a Surface Stones � Distances from: Open Water Body �D (I Possible Wet Area lod+ R`' Drinking Water Well Zi)O+ R t Drainage Way ZOd.+ R Property Line R Other R 'SICETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) ' i1 49.2 ' _ 2a , �)3� l I I � I _ • MAP 335 7 - � 6 , # 16 4og� - - -_ Parent material(geologic)m VI l�t1A Depth to Bedrockdd —h Depth to Groundwater: Standing Water in Hole: Weeping from Pit Pace Estimated Seasonal High Groundwater Vomit I �0 �U �{ -W L TEYt1VH C IV +b SEA OrIA ; 1)t T'UVA ' <TA T� :< ....... .. ... :... ........................... ..:...::;;:::::..:.:::::::.::.::::::::::::... . .;::<..... Method Used: � ��V �� Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: ��in. Groundwater Adjustment Index Well N _(<,��A. Rending Date:._ _ Index ell level .._._ _ Arll:factor Adj.Groundwater level _.. , , ;:.<:..;.;; ..:..:::.:::«.>:.;:::;.:: RCQLATIUIY TV tl 9 ime +OQ Observation `Hole H ` 1 Timg.at 9' --77 .0d 2 Depth of Perc 2 Time at 6" Start Pre-soak Time @ U. r Time(9"-V) End Pre-soak 1.' :00 Rate Min./Inch i tf v i Site Suitability Assessment: Site Passed N Q Site Failed: `(�— Additional Testing Needed(YIN) `( S x t Original: Public Ilealth Division a .. Observation Hole Data To Be Completed on Back j ••i be from Soil horizon 6;.Soil Texture "' Soil Color` ' Soil Other Surface(i (USDA)„i,, . (Munsell) Mottling (Structure,Stones,Boulderes. a tau a SA o`I 6hyf\ Ilr5 % , illZ lr S�No Lan Ir �3�ti SILT-UQr\ W&A51►� � s�. p DIEI' ?IRERATTQN HOLE' ....Ld Hpl :, Depth from, .,11.iSoll Horizon I Soil Texture Soil Color Soil Other Surfaca�(ih.)'"G (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.' I t:L I —SmogAAA Z -66 tl ( �T (,oAm 2►5yf�3�3 vApt QC� Z Ail+� �R 313 rntyl,,rn -1'a tl_ oll SA'NC) ►osl'- I��(tt GS Depth from Soil Horizon of Texture Soil Color Soil Surface(in.) USDA Other ( ) (Munsell) Mottling (Structure,Stones,Boulderes. % DEEP OBRVATIONIOTE I,OGItltr# . . < Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % Flood Insurance Rate Man• Above 500 year flood boundary,, No— Yes x Within 500 year boundary No X Yes Within 100 year flood boundary No X Yes I)enth of Naturally OCEurring Pervlouc Material Does at least four feet of naturally occurring per'viQus material exist in all areas observed throughout the area proposed for the soil absorption system? I-4b • ll If not,what is the depth of naturally occurring pervious material? Z 9 Certification / p I certify that on (date)I have ssed i evaluator examination approved by the Department of E n tal Pro ion an at anal sis was performed by me consistent with the required tr g Rise a xperi 3 0 15.017. Town of Barnstable P# gr 4Ut Department of Health,Safety,and Environmental Services r Public Health Division Date r 367 Main Street,Hyannis MA 02601 BARN BU& HAM Date Scheduled 7 _OO Time ^ _ h1 Fee Pd. /0 it, '" ^ Soil Suitlability-Assessment for Sewage•Disposal- " 'Performed By: '944d Qdg? Witnessed By ............................................................................................................................................................................................. ISO TIQ & .:E EItA ORMATIq r .. Loc lioti _ O ner's Name /J�t.., C�M�4 C.tY llrr� �Cl�/{!l1Q�t gggwzz A dress R✓ ,y Assessor's Map/Parcel: 33��"""^ O � Engineer's Name Rowe 61101 /#effA NEW CONSTRUCTION __Ix_Y y — REPAIR Telephone# 362-V`11 Land Use Yae of Go Slopes(%) /" z U Surface Stones_ A4,1 Distances from: Open Water Body.AC n Possible Wet Area J R Drinking Water Well R Drainage Way 100 R Properly Line vZ d ft Other it )74 �/C_ SKETCH:.(Street name,dimensions of lot,exact locations of lest holes&pero tests,locate wetlandstin proximity to holes) L Lv� oil LOT S _ Lc 7'r7 13 Y P is L LaT/6 (4 Parent material(geologic) �1�O - Depth to Bedrock —� Depth to Groundwater:Standing Water in Hole: /-C��i ��3 Weeping from Pit Face Estimated Seasonal High Groundwater F►"e N!� w.t / i :>':<M .0 r . HI > Method Used: « Depth Observed standing in obs.hole: in. Depth to soil mottles: JV f MP�Z- in. >r6 Depthhtt(weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well ii� 'Reading Date:— -- Index Well level..._. Adi.factor Adj.Groundwater Levet�u_/1?�/� .: .:;. >: h Cowsl 44K n•1.4 in >: PER..:OLATION.T..: T .. . ..:n..te Observation hr. ti y Hole N. Time at 9"' Depth of Perc 3 ; �' T ,� I` Time al 6;,f. .... �. , Start Pre-soak Time / Time�(9"-6") End Pre-soak ! ~�2rf6hW/6 o""` Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed:�� Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant DP O$ L+'1tA't'IOTOL + C ": Depth from Soil Horizon Soil Texture Soil Color , Soil Other �' 1 Surface(in.) (USDA) i� Consistency.(Munsell) Mottling (Structure,Stones,Boulderes. % l(,--/fir Mr Asa SAP Sa¢w4�tfJ . DEEP OBSERyATIQN HOLE LOIG dole# Depth from Soil horizon . Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. o Gravel) Zy��ig cL s%/1 f 1*"I�i elo ` 0)(tck sFa.ty _9� L $��AA POW N' y ba �rort V Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones.Boulderes. Coasistency.° Gravel) DEEP OBSERVATION HOLE LOG Hole Depth from Soil I lonzon Soil Texture Soil Color +Soil Other Surface(iriJ (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. o Gravel) Mood Insurance Rate Mai, Above 500 year flood boundary No— Yes !/ Within 500 year boundary No__ Yes ~ x 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?,. rA10 If not,what is the depth of naturally occurring pervious material? Certification I certify that on a, (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signatur� Date 7 I 1 *i _ PI id 335076 DID V A ount ,o 002476 �, arents y 0000000 z a W e�gh o 72AC rti a e >sor" LOT 15 ho t�Si�e .77 Airs a , � fr DEVENEY,PAUL J Sta C 130 $Idg 0 r 00000000 � rF 1620 32ND ST NW % r A 00 r a > s, WASHINGTON DC 20007 wer 00-0000 000 9:1a u 1sr DEVENEY PAUL J Deed Y 0000 ®eed Re . 3020/27 ues� l.aa 000049100 0000000000 o at,on 16 BAYBERRY PLACE I de 0099 ern g R '� z, s i�r E r 3 rg � � � a i '�r y� r a`� •'r� a r a� �'�� , f i -.E h t 4 r