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Home My WebLink AboutSeptic Repair 1015 Pleasant Valley Road FARM , SOUTH WINDSOR HEALTH DEPARTMENT APPLICATION N.O. r • C� a�) INWESTIGATION •FOR SEWAGE DISPOSAL SYSTEM Owneru��eis /t�tttdays,�r LOCATIONj 'Cr - A,'SL C-&WL,6� PERCOLATION TESTS: (Record all- tests)�� SOIL MOISTURE: p4Date med., low, etc. TEST READINGS HOLE #1 RM #2 HOLE #3 HOLE #4 Time Reading Time Reading Time Reading Time Reading TABULATION OF T,T RESTrETS DeP Presoak Minimum .Percolation Rate Hole Location (Inch_s) Hrs. ) (Mina./inch) 1 2 3 OBSERVATION PITS: (Record all pits) 6 3!-SS Ground Water Table-. Date Near Max. f Below Max. :tc OIL DFSC RIPTI OINS PIT A Sy PIT B f X/ PIT C PIT D Q-6 s�,dy f r •n F}.brr fiIW Y J kq r -'gX- -r11lyd4-df t �s ay a-ft-Sam�a�c/,,�r FD�g � sad C&y �.w IAYW TABULATION OF OBC-E RVA'!TION FTI TS Ground Soil Pit Location Depth Ledge At Water At Mctt2-4 na At A B C FMV SOUTH WINDSOR. HEALTH -2- Investigation for Sewage, pisposa ,Syste DEPARTMENT SPECIAL CONDITIONS System design larger than 2,000 g.p.d. Water supply watershed High ground water (less than 4j ft. ) Possible seasonal high ground water �- Watercourse, marsh or pond Possible seasonal flooding Limited suitable area Slope over 15V Marginal soil (30 - 60 mins.f inch) Shall oK ledge (less than 7 ft. ) Underlying tight soil (less than 4 ft) 1/ Other CONCLUSION Suitable for sewage disposal Unsuitable for sewage disposal Additional investigation required Retest during wet season Engineer's plan required DESIGN RECOMY-ENDATIONS Investigated by- -/J Title Coafirmed/Witnessed by Title Comments: 3ench .mark location Elevation 1 6�'ARRJN6TdN L'dLs�l�diy9%N/UM ASSOf. ZAP rp 9b sP 7-0 s sir I ae s-Er 98 "cao �T7. 76 ' 8 � 1 � I Test Pit A Sf Test Pit B 0 "-6 " Sandy Loam /.208/ Ae �� 0 "-6 " - Sandy 6 "-54" rlay I Loam. 54"-8 . 5 ' - silty sand 1 6 "-52" - Clay layers , clay / 1 52"-90" - Sand- layers some Ground Water @ 7 ' Clay Mottle @ 60"-65" 90"-8 . 5 ' - Sand Clay I e mixture N��' I ► layers I Of I C'/S/igP/y1i9/ti' " I Mottle @ 60" Ir Septic System Of DesiFr 1D� o° / 3 Bee o Res . >A01°' 4SIV0 WOO P�P.2 Perc use r?-1.0 min 00600 ECO93 w �oP �/ 1 96 for fill soil �QReouired 495 SF p�r^aic Leaching Are, h yFfG b O`Use 4-8 ' diameter drywell 4 ' deeT) . O Method Excavate for dry DER C�� ow well through clay laver to sand la- yer- . backfill to _:ow .-� q$oo •© drywell Base. ele- 30�B O vation. 1 Gila. �s7twf �WS toy a . 0 :7TjP_SJPGt1.vd .9f:3 � �q• . �o r7Z E-Q'. 9l*. `. • / PY�7f-�S "Rl/' wir �s c✓c i6�e' i(/ ' lJ' E.YtsTww6 •�yc.e..vA :. °a/L 'N. IF CONp c In TX " dle.i29i Of' OAY/p W ` T/LL A4 0&7740N LUCEK ENGINEERING ASSOC. iNC, NO. REVISIONS DATE SCALE/'-y0 ' DATE CONSULTING ENGINEERS 490 BUCKLAND ROAD DRAWN MLD CHECKED&"W/- SOUTH WINDSOR. CONN. 203-644-0550 PROJECTBs;77 SHEET I HEREBY CERTIFY THAT THIS- MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS -O"1 SURVEY AS DE D IN TH XISTING E OF PRACTICE " FOR STANDARDS OF ACCURACY OF SURVEYS • PTED B E CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. ` ( 6Z4'RQJN(,Tl>N L'dis/L�p�/N/UM .4SS0�. IP rp b ,ate' s.�r 41 90.3 I � I I TesL Pit A I Test Pit B 0 "_6 'andy Loam /.?08/ .4� '\ 0 "-6 " - Sand�= 6 "-54'' lay Loa: 54"-8 . 5 ' - silty sand t� If�� 6 "-52" - Clay layers , clay / �'e layers 52"-90" - Sand- some�,�' % " =round Gater @ 7: Clay Mottle 60"-65" / 90"-£ . 5 ' - Sand / Clay S pecial Note : � /� /// q0 ' mixture Area en -6 P assed b y /�'' h v ' layers r and between Leaching r. c' Trenches to be exca- / �h I Cti.4PM�4�t/ -.7ated to below Clay °� ��h CV N I Layer and backfilled q- .I Mottle @ 6n" to finis; grade wit n� fLq i Sentic Syster. pervious sand or co rh Desi r gravel . Excava- �0� a/ 3 Beecroor Res . tion shall be appro- oa? qb v j ved by sanitarian eU4� I erc-use 20 L.i.r. k� - Tor fill soil - prior to backfill . �h rR4 Recuired 675 Backfill shall be SF Le j compacted Prior to ► UZ yB ,� / aching Are i excavating Leaching , ^' q6 ti Trenches . Use - 3 Leaching Trenches - 75 ' Lonp - 3 ' Wide / Use 1000 Gallon I rl, -�,,��``�r 93/t qb Septic Tank C,40� ,/ � � Rio r/o7^t��•v9 +6.3 / �� ,dam•° . pg / 2Y!f-�s .Qc'i' ` 40A; « I _ � s f'ROP�"RT y dr'" OA Y/Q w, yr ,T/LL <v�! OUTTjJiy 993 f'L�'AS�U.tir7- V•gLLEy �?�.4Q, sauT,y �v/.�so� LUCEK ENGINEERING ASSOC. INC. NO. REVISIONS DATE SCALE/ DATE CONSULTING ENGINEERS I VsE LZA�'ud —AGA►�t'► SY -�1~ g 4-8 490 SUCKLAND ROAD 2 SY5TEm,To 2>=A - DRAWN V. T CHECKED,,CW/_ SOUTH WINDSOR. CONN. C/ I 203-644-0550 PROJECTB,S"--;?7 SHEET I oC I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS SURVEY AS DEPfOED IN TH XISTI1NG E OF PRACTICE (L FOR STANDARDS OF . ACCURACY OF SURVEYS AP PTED B E CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC.